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Home My WebLink AboutSancon Engineering, Inc. - 2017-08-07 /y1 i, CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION DATE: 2/15/2018 TO: THOSE LISTED HEREON FROM: Jim Escutia, PW Contract Administrator SUBJECT: Retention Release Payment- PO#23221 OJ Supplier#18130 Co.#1544 2016/17 SEWER LINING PORJECT, Project#CC-1544 Contractor's Name: Sancon Engineering Inc. Address: 5841 Engineer Drive City, State and Zip Code: Huntinton Beach, CA 92649 Phone Number: 714 891-2323 City Business License Number: A200298 Notice of Completion (Date by City Clerk): 1/24/2018 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. Date Travis K. Hop ins, Director of Public Works I certify that there are no outstanding invoices on file. Date Joyce 2jco, 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. Date Robin Estanislau, City Clerk Attachments .f 1. Notice of Completion 2. Maintenance Bond 3. Certificate of Compliance with Prevailing Wage Laws 4. Contractor's Certificate 5. Certificate of Compliance with Title VI of the Civil Rights Act and Equal Employment Opportunity Act of 1972 6. Consent for Release letter from the Surety Company 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: I Project: 2trilo - r? s., L1ti� E 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. 22 20 9 fs' , at k�H�' C lal fornia. Executed this day of ��.,�a,r._ _�_ � �J (Contractor Name) APPROVED�AS,TO FORM y: _ M/chael E. Gates City Attorney 1 CONTRACTOR'S CERTIFICATE state and certify that: `-- ame of Declarant) „<<. is the general contractor to the City of Huntington Beach(` 'ity")on ntract No. Le-- %5 '4` t (the"Contract") for the construction of the public work of improvement entitled: 20tto t? Baer L t (bra (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"): l�o N't✓ 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 arc 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"). 6\)6 IBC I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Executed at o-,I—on this Z2K��day of 20 ('-C . �v (Signature of Declarant) APPROVED AS TO-FORM - Michael-E. Gates City.Attorney 1 I 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: Iff G 15-14�( Project: tot la 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. 2 h ^ 1�`�ifornia. Executed this 2 � day of�dr•� , 20 l'� ,at�� f7_, (Contractor Name) APPROVED AS TO FORM , Michael E. Gates City Attorney 1 RECEIVED BY: CITY CLERK RECEIPT COPY Return DUPLICATE to City Clerk's Office (Name) after signing/dating (Date) L*��Iff CITY OF HUNTINGTON BEACH lau INTERDEPARTMENTAL COMMUNICATION TO: City Treasurer FROM: City Cler //(� �/ DATE: A /,�,I SUBJECT: Bond Acceptance I have received the bonds for (Company 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 I-7117 Re: Tract No. Approved b (Councif Approval Date) CC No. Agenda Item No. MSC No. City Clerk Vault No. 6tlo, Other No. SIRE System ID No. 303 g1forms/bond transmittal to treasurer MAINTENANCE BOND KNOW ALL PERSONS BY THESE PRESENTS: That SANCON ENGINEERING, INC (contractor's name) 5841 ENGINEER DRIVE HUNTINGTON BEACH CA 92649 (contractor's street address,city and state and zip code) as Principal(hereinafter called Contractor),and: HANOVER INSURANCE COMPANY (surety's name) CA 92707 (surety's street address,city and state and zip code) a corporation organized and existing under the laws of the State of MA with its principal office in the City of WORCHESTER, MA as Surety(hereinafter called Surety),are held firmly bound unto CITY OF �iUNTINGTON BEACH as Obligee (hereinafter called Owner), in the a.mount of THREE HUND ED FORTY THOUSAND,THREE HUNDRED FORTY ollars ($340,346.08 ), equivalent to the entire contract amount including all orders, for the payment whereof Contractor and Surety, bind themselves, their heirs, executors,administrators,successors,and assigns,jointly and severally,firmly by these presents, WHEREAS,Surety is a duly admitted surety Insurer under the laws of the State of California;and Surety is certified and listed in the U.S.Department of the Treasury Circular 570,and able to provide proof of bonding limitation shown in said circular is sufficient to provide bonds in the amount required by said Contract;and Surety has provided financial strength ratings from reputable companies,such as from A.M.Best, Moody's,Standard &Poor's,to validate that Surety has positive ratings of being secure or stable;and Surety is registered and listed with the California.Department of Insurance;.and Contractor has by written agreement dated 8/17/2017 20 ,entered into a contract with Owner for the 2016/2017 SEWER LINING PROJECTS-1b44 in accordance with drawings and specifications prepared by ully which contract is by reference made a part hereof(hereinafter referred to as the Contract);and The Contract provides that the principal will guarantee, for a period of one year,the work performed as part of the Contract from and against all defects in materials and workmanship;and The Contract also provides that the Contractor shall secure Contractor's obligations during the one-year period with a bond executed by a surety duly admitted in the state of California;and The.Contract has been completed and the Owner,Contractor and Surety agree that the commencement date for this Guarantee and Bond shall be 1W/2018 2Q_, NOW, THEREFORE,THE CONDITION OF THIS OBLIGATION is such that if Contractor shall, for a period of one year from and after the date of completion and acceptance of the Contract by Owner, repair and/or replace any and all defects arising in the Work,.whether resulting from defective materials or defective workmanship, then this obligation shall be null and void;otherwise it will remain in full force and effect. The Surety hereby waives notice of any alteration or extension of.time made by the Owner. Whenever Contractor shall be, and declared by.Owner to be in default under the Contract,.the Surety shall,within thirty (30) days following,Owner's written notice of default, either (a) remedy the default, or (b) shall promptly complete the Contract in accordance with its terms and conditions. Surety shall save the Owner harmless from any claims,judgments,liens or losses arising from the Surety's failure to either remedy the default or to complete the Contract In accordance with its terms and conditions in a timely manner. t5-4584/118138 1 Whenever the Principal shall be,and declared by the Owner to be in default under the Contract,which shall include without limitation,any breach or default of the Contract,then,after written notice from the Owner to the Surety,as provided for below,the Surety shall either: (a)remedy the default or breach by the Principal;or(b)shall promptly and faithfully take charge of the Work and complete the Work in accordance with the requirements of the Contract with a contractor other than the Principal,of 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 Gable hereunder,provided,however,that the procedure by which the Surety undertakes to discharge its obligations under this Bond shall be subject to the advance written approval of the Owner. Within thirty (30) days after Surety's receipt of a written notice from Owner of the failure of performance of the Contract by the Principal, it shall be the duty of the'Surety to give to the Owner a notice, in writing, of the Surety's election to(a)remedy the default(s)of the Principal promptly,or(b)arrange for performance of the Contract promptly by a contractor other than the Principal,time being of essence to this Bond. In said Notice of Election, the Surety shall state the date of commencement of its cure or remedy of the Principal's default(s)or its performance of the Contract. The Surety's obligations for cure or remedy,Include but are not limited to: correction of defective work and completion of the Contract, additional legal, design professional and delay costs arising from Surety's actions or failure to act;:and liquidated damages (or if no liquidated damages are specified in the Contract, actual damages caused by.delayed performance or non-performance by the Principal). The Surety shall give prompt written notice to the Owner upon completion of the cure or remedy of the Principal's default(s)of its performance of the Contract, If the Surety does issue its Notice of Election and does not proceed to cure or remedy the Principal's default(s)of its performance of the Work within thirty(30)days after receipt of a written notice from Owner,Surety shall be deemed to be in default on this bond,and the Owner shall be entitled to enforce any remedy available to Owner. No right of action shall accrue on this bond to or for the use of any person or corporation other than the owner named herein or the successors of Owner. Signed and sealed this 23RD day of JANUARY,2018 20 Principal Raised Corporate Seal SANCON ENGINEERING,INC. [MUST BE AFFIXED] (Contractor Name) By: (Seal) Principal Raised Corporate Seal [MUST BE AFFIXED] —� (Title) HANOVER INSURANCE COMPANY (Surety Nam By: CIA/tIt/ al) Michael .Langan,A orney in F c�sY APPROVED A$,m ORM:." ...- Bi, ' NOTES: -,Mfichael E. Gafee-s, City Attorney 1. Acknowledgments must be completed and returned as part of the bond. 2. Raised Corporate Seals are mandatory. 3. Please attach Power of Attorney. 154584/13 9138 2 ACKNOWLEDGMENT A notary public or other orww cmptef V this Cet&21B verfies only the idenfty ofthe WKWIdual who sic,$red the doasnent to Which f m carKkate is allachedL and not the budifikiess,a=racy,or vakfty of that fit: State of Callomia Y of Los Anger tnn SAlq -Z-3 . 2-o 1 (a before me, NEVINE F, AYAD r NOTARY PUBLIC (insert name and fide of the officer) persoraVy appeared Plisc haei R. . who proved to me on the bases of sty evidence to be flue perswo)whose unarm isbas subscribed to the within irtsburnegt and acknowleckjed to me fig fn emmiled the same in mAmrmed c apaWm and tttat by hisMaMW siynatcwep on the mstrmnent the person(g),or ihhe entity upon behalf of which the per-go n(t)ate,exec uled flue ensfrtarn * t certify under PENALTY OF PERJURY cinder the taws of fhe State of Cali mma Uud ifne filre� pares is true and correct. 4YI7NESS harx!aind o - NEVINE F.AYAD COMM.#2024775 v Notary Public-Califomia P cc LOS ANGELES COUNTY is skinaftre My COMM.Exp.Oct 24,2020 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWERS OF ATTORNEY CERTIFIED COPY KNOW ALL MEN 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,do hereby constitute and appoint Michael R.Langan of Pasadena,CA and each is a 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,or,if the following line be filled in, only within the area therein designated any and all bonds, recognizances, undertakings,contracts of indemnity or other writings obligatory in the nature thereof,as follows: Any such obligations in the United States,not to exceed Ten Million and Noll00($10,000,000)in any single instance and said companies hereby ratify and confirm all and whatsoever said Attorney(s)-in-fact may lawfully do in the premises by virtue of these presents. These appointments are made under and by authority of the following Resolution passed by the Board of Directors of said Companies which resolutions are still in effect: "RESOLVED,That the President or any Vice President,in conjunction with any Vice President,be and they are hereby authorized and empowered to appoint Attorneys-in-fact of the Company,in its name and as its 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 power to attach thereto the seal of the Company.Any such writings so executed by such Attorneys-in-fact shall be as 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."(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 23rd day of January 2013. THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENSJPSURANCE POMPANY OF AMERICA „HO1 , 11074 4 Robert Thomas.Vice President THE COMMONWEALTH OF MASSACHUSETTS COUNTY OF WORCESTER )ss. toe Arenstrom, tct President On this 23rd day of January 2013 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. w w BARBARAA.GARLICK Notary Public wnvna�weaMeSMass�fwseds ��'� M1 �!`� 1'7*� IAy(.'pflq(f6sglM E=pi'�5 Sapt 21,2Q1$ �( Barbara A.Garlick, Notary Public My Commission Expires September 21,2018 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. This Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America. "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 any 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) GIVEN under my hand and the seals of said Companies,at Worcester,Massachusetts,this 23 rd day of Jan. 2018 THE HANOVER INSURANCE COMPANY MA SA HUSETT BAY I RA CE COMPANY CIT EN I SU CE OF AMERICA J.N 6461tete,Vice es nt 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 February 6, 2018 before me, C.Vizcarra, A Notary Public (insert name and title of the officer) personally appeared Chris DiBenedetto who proved to me on the basis of satisfactory evidence to be the persons-whose names)is4Fe subscribed to the within instrument and acknowledged to me that he/sheAhey executed the same in his/�'^''„�r,;eh=authorized capacity(+es), and that by his/4egthe4 signature(s) on the instrument the person(o, or the entity upon behalf of which the persons)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.Vl1CARRA COMM. #2166943 i me Notary Public•California WITNESS my hand and official seal. : Grange County Comm.Ea Tres Oct.30 M0 Signature �� (Seal) RECEIVED BY: CITY CLERK RECEIPT COPY Return DUPLICATE to City Clerk's Office (Name) after signing/dating (Date) CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION y� TO: City Treasurer FROM: City Clerk DATE: I a-,,b 4�0 /4 v � r SUBJECT: Bond Acceptance I have received the bonds for (%��t (Company Name) CAPITAL PROJECTS (Includes CC's and MSC's) Performance Bond No. Payment Bond (Labor and Materials) Bond No. I 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 �' l (Council Approval Date) CC No. /-5- V_ Agenda Item No. MSC No. City Clerk Vault No. Other No. SIRE System ID No. �.-- g:/forms/bond transmittal to treasurer Batch 3053484 - Print Confirmations Page 1 of 1 Recorded in Official Records,Orange County Hugh Nguyen,Clerk-Recorder II I I II II II I II I III I I I I II I II NO FEE PLEASE COMPLETE THIS INFORMATION * $ R 0 0 0 9 8 4 5 8 9 1 $ * 's 2018000025199 9:11 am 01124/18 j RECORDING REQUESTED BY: 47 NC-5 N12 1 I 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 WHEN RECORDED MAIL TO: f CITY OF HUNTINGTON BEACH PUBLIC WORKS DEPARTMENT Attn:Jim Escutia 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 i the contract heretofore awarded to Sancon Engineering Inc.,who was the company thereon for doing the following work to-wit: 2016117 SEWER LINING PORJECT,Project#CC-1544 That said work was completed 01/22/2018 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 01/22/2018,per City Council Resolution No.2003-70 adopted October 6,2003. t That upon said contract Hanover Insurance,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. Director of Public Works or ity 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 knowledge. I declare under penalty of perjury that the foregoing is true and correct,and that said NOTICE OF COMPLETION was duly and regularly ordered to be recorded in the Office of the County Recorder of Orange County. This document is solely the official business of the City of Huntington Beach,as contemplated ` } under Government code section 27383 and Director of Public Works r City Engineer D e should be recorded free of charge. City of Huntington Beach,California THIS PAGE IS ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION (Additional recording fee applies) https:Hgs.secure-recording.com/Batch/PrintConfirmations 1/24/2018 RECEIVED BY:� ,C* 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: �/ 11-,7 SUBJECT: Bond Acceptance I have received the bonds for z,- rt��''l�ic� (Company Name) CAPITAL PROJECTS (Includes CC's and MSC's) Performance Bond No. Payment Bond (Labor and Materials) Bond No. /�r .J�l1 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 X A 117 (Council Approval[Tate) CC No. �� 7J Agenda Item No. MSC No. City Clerk Vault No. V/--00, _ 1 [ ) Other No. SIRE System ID No. g1forms/bond transmittal to treasurer CITY FUNDED CONSTRUCTION CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND SANCON ENGINEERING, INC. FOR FY 2016/17 SEWER LINING PROJECT 6! -66y 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 Engineering, 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 2016/17 Sewer Lining Project 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 prosecution of work, and for all other risks of any description in connection with the work, 1 16-5195/Sancon Engineering,Inc. 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/Sancon Engineering,Inc. 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/Sancon Engineering,Inc. 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 Three Hundred Thirty-One Thousand, Four Hundred Seventy-Eight Dollars and Twenty Cents ($331,478.20), 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/Sancon Engineering,Inc. 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/Sancon Engineering,Inc. 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 (1.00%) 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 deductions for CONTRACTOR and its officers, agents and employees and all business 6 16-5195/Sancon Engineering,Inc. 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 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. 7 16-5195/Sancon Engineering,Inc. 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 I6-5195/Sancon Engineering,Inc. (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 9 16-5195/Sancon Engineering,Inc. within fifteen (15) days 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 10 16-5195/Sancon Engineering,Inc. CONTRACTOR submits his 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 detennined from the bid schedule, and if DPW finds that satisfactory progress has been and is being made, CONTRACTOR may be paid such I 16-5195/Sancon Engineering,Inc. 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 I 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 12 16-5195/Sancon Engineering,Inc. claims, 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/Sancon Engineering,Inc. 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 181.5. 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 14 16-5195/Sancon Engineering,Inc. one (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 15 16-5195/Sancon Engineering,Inc. property, 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/Sancon Engineering,Inc. 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/Sancon Engineering,Inc. 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: I. 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 18 16-5195/Sancon Engineering,Inc. which arises out of performance of this agreement within ten (10) days of receipt of such claim or claims. 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 19 16-5195/Sancon Engineering.Inc. 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 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. NON ASSIGN ABILITY 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 20 16-5195/Sancon Engineering,Inc. expense so incurred against any sum or sums owed by CITY to CONTRACTOR under this Agreement. 34. NOTICES Any notices, certificates, or other communications hereunder shall be given either by personal delivery to CONTRACTOR's agent (as designated in Section 1 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 Engineering, Inc. ATTN: Jim Escutia, Public Works ATTN: Nick DiBenedotto 2000 Main Street 5841 Engineer Drive Huntington Beach, CA 92648 Huntington Beach, CA 92649 35. SECTION HEADINGS The titles, captions, section, paragraph and subject headings, and descriptive phrases at the beginning of the various sections in this Agreement are merely descriptive and are included solely for convenience of reference only and are not representative of maters included or excluded from such provisions, and do not interpret, define, limit or describe, or construe the intent of the parties or affect the construction or interpretation of any provision of this Agreement. 21 16-5195/Sancon Engineering,Inc. 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 22 16-5195/Sancon Engineering,Inc. whenever the 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/Sancon Engineering,Inc. 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/Sancon Engineering,Inc. IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by and through their authorized officers on C �S� , 2017. CONTRACTOR: CITY OF HUNTINGTON BEACH, a municipal corporation of the tat o f califorma ka A A6 By: 0"on a ayor (print name) zveiftu & ITS: Chairman/Preside /Vice-President , City Clerk p l (circle one) INITIATED AND A PROVED: AND n By: Director of Pdblic Works (print name ITS: Secretary/ C 'ef Financial Office—� REM:� PPROVED: Asst. Secretary/Treasurer (circle one) I/ r -/ City Manager APPROVED A City Attorney 25 16-5195/Sancon Engineering,Inc. CERTIFICATE OF CORPORATE RESOLUTION The undersigned Vice President of Sancon Engineering, Inc. (the Corporation) hereby certifies that the following resolution was duly adopted by the board of directors of the Corporation on October 18, 2012, and that such resolution has not been modified or rescinded as of the date hereof: RESOLVED, that the officers of said Corporation are as follows: Nick DiBenedetto, President Chuck Parsons, Vice President Chris DiBenedetto, Secretary Nick DiBenedetto, Chief Financial Officer IN ATTENDANCE were Nick DiBenedetto as President, Chuck Parsons as Vice President, and Chris DiBenedetto as Secretary. RESOLVED, that Nick DiBenedetto as President, Chuck Parsons as Vice President and Chris DiBenedetto as Secretary are authorized to individually sign contracts on behalf of Sancon Engineering, Inc. IN WITNESS WHEREOF, I have affixed my name as Vice President and have caused the corporate seal of said corporation to be hereunto affixed, this this 18th day of October 18, 2012. Chuck Parsons ice. President.. Chris DiBenedetto, Secretary f�f k/DiBenedetto, President SECTION C PROPOSAL for the construction of FY 2016/17 SEWER LINING PROJECT from VARIOUS LOCATIONS CC No. 1544 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 readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 SECTION C PROJECT BID SCHEDtJ LE A PROJECT NAME, CC 1544 SEWER LINING LOCATIONS BID ITEMS Item Description Quantity Unit Unit Cost Total Cost No: Sion): 1 Mobilization 1 LS. $5,-1 So,�'- $ S�-i'So•m 2 Cleaning and preliminary video inspection of 8" sewer main including tree roots and calcium removal 9,446 LF $ 9-'TO $ LI 5b7• 3 Install liner with approved epoxy or epoxy-vinyl ester-resin tube and post video inspection of 8"sewer main 9,446 LF $ ZS. $ 3(o I Sn•� 4 Cleaning and preliminary video inspection of 10"sewer main _ including tree roots and calcium removal 684 LF $ S. $ 3 7 5 Install liner with approved epoxy or epoxy-vinyl ester-resin 3o Zo tube and post video inspection of 10"sewer main 684 LF $ 211 $ 21,` 0cl 6 Grind and re-open sewer service lateral 278 EA $ So,"= $ t 3t 3 900 7 Install&Maintain Construction BMP's 1 LS $ ?-SO.'% $ 25-0,`—' 8 Manhole Rehabilitation(Depth 6'-7') 1 EA $ `'1�5-00-°' $ ` '5_00•*� 9 Traffic Control Plans on Edinger Avenue 1 LS $ 25� $ ZSo.' 10 Construction Traffic Control 1 LS $ 3_Dom $ 3,aoo, TOTAL BID AMOUNT(BASIS OF AWARD)—SCHEDULE A $ 331, ` -7 TOTAL BID AMOUNT IN WORDS: 7H2EE HuNoiLeo THuz-ry o.vc THcys,4,ua Foot{ l-luvp2t0 5,uc,vTy C14H1' r_ ob .L.Af_S A../D 'Twcn/Ty Co'NTS 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 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 G, opF,iz'5 N i7 in the amount of 10 which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond for tv% ", 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 Si nature N C-2 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 6901 AVC, 4f V97- a &ZA-11,, 92Gq i �' 56 G'4 14521 (Au 9 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 , at KvKt' sh,,,, &&cl, CA Date Jory State ✓S / P7e� , being first duly sworn, deposes and says that he or she is of sehn ii7airi, the party making the foregoing bid that t e bid is not made in the interest of, or on t e behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Name of Bidder Signature of Bidder 5-9'( ( D., 4 Address of Bidder �2`y5 C-4 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the FY 2016/17 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. �gwCan �"�,i 11'ic Inc. Contractor By 1 Title Date: 1 20t-7 C-5 DISQUALIFICATION QUESTIONNAIRE In accordance with Governinent 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 NNo 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-G 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. Contractor By ID 1,,. 4. See-rrjr r Title Date: I8 C-7 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: ,),qucAj,-1 CNGtINEC►z\N!� _ I NL . Bidder Name 5,94k GUCcr(NEEI- Or wcv: Business Address HV&)Tk0TTON 13E.vcH City, State zip 014 ) g9/ - 2 323 Chas H @ 5AKC0 VA•CO&L Telephone Number Email Address State Contractor's License No. and Class I LZ'71 I-J 9-7 Original Da e Issued _ 1 31 1 2oi`7 Expiration Date The work site was inspected by Noe&ge-iAdoS of our office on 201?. The following are persons, firms, and corporations having a principal interest in this proposal: 1 i(-I - Di�eu�e�e�kn �ln�c� I��cnr-so�� 1� U• P. G�InS U�I�G -SeGK�-c�'�s 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. �SANCo)J t,,jcTi,JEEtZINC2 (mac. Company Name Signature of Bidder Printed or Typed Signature C-8 NOTARY CERTIFICATE Subscribed and sworn to before me this /7 day of dtAA 12017 . r 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 �j �'!�l/li� ) County of Or-etn,---2-., ) On 0 7 // 7 / 7 before me, Month, Day, and Year Insert Name and Title of Notary personally appeared �/'l S �/ 13,6e? 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. LNotaryPublicR�_5943 Ca1dornia0ounty Oct.30,2020 Signature Signature of Notary Public (PLACE NOTARY SEAL ABOVE) C-9 Bidder's Project History For the purposes of this project, the bidder shall provide project history of similar work, specifically referencing the construction of{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, proiect 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. 64, a-( Ct.,,,o ?0. fox -7. A,1ot 91-70�r' Name and Address of Public Agency Name and Telephone No. of Project Manager: 3y-3 2S-V GL221i5_ Contract Amount Type of Work Date Completed Provide additional project es ription to show si filar work: g� tMa�t�to<< ��ca��S 2. Name and Address of Public Agenc 9/o30 Name and Telephone No. of Project Manager: S. ww k,,oa G 2&- *5-7ZYb 3. 12co. 5-02• "10 Glf>O 8 z�llti Contract Amount Type of Work Date Provide additional project description to show similar work: 16 G 1 PP ovti S7 5-77 4F. 3 K" c. A0, cJ (Po r a LQ Name and Address of Public Agency Name and Telephone No. of Project Manager: 7oZ- 3G2-5-Y70 _3� (,,257• C(Pp Ib5- Contract Amount Type of Work Date Completed Provide additional project description to show similar work: 21,L Co G t PP 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 perfonned 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. izuQvNI HetmAL Name of proposed Project Manager Telephone No. of proposed Project Manager: -719 — $q 1— -2- 2 3 Zo y -7-70 �n�ressro,.� sy) dew, 13 2 -74 Sysfr,,,... z 2 `I"f/PP - / /7I7 Project Narne& Contract Amount Type of Work Date Completed Se.aer Uw�k 1�- LI37 le-317 I 7" S�v1no - 3 Project Name& Contract Amount Type of Work Date Com— p d tD.-r,e- 3Z C. /33ew # f3��Nsw;��• 5u,32.93 �38,O�J 5�" c�PP l�/co�i� Project Name & Contract Amount Type of Work Date Completed 2. .JOB— M,T2N2� Name of proposed Superintendent Telephone No. of proposed Superintendent: "71`t— T'7/-Z 3 Z 3 51111—1ZLIIb <<g57 so.IS CiPP MH f4twh �L�73 Project Name& Contract Amount Type of Work Date Completed Zoty 5r--W Fg- r2auab L'F�h-. ?Pose f cK' z 7 ZO r Project Name & Contract Amount Type of Work Date Completed �vrw. �.(til�n) ValnouS . Project Name & Contract Amount Type of Work Date Completed G11 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:Hefil ing.dir.ca.gov/PWCR/ActionServlet?action=dlsplayPW CRegistrationFonn 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 f n-thenmore 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. J Contractor By/ 7� Title Date: � 1 Ff 20�7 PWC Registration#: 1000003 y23 C-12 SANCON ENGINEERING, INC. GENERAL ENGINEERING CONTRACTOR Tel: (714)891-2323 STATE CONTRACTORS LICENSE#731797 Fax: (714)891-2524 List of certified laboratories that can perform the required ASTM testing Ramtech Laboratories 14404 Orange Av. Paramount Ca 90723 562-633-4824 Boyle Consulting Engineers 4340-G Taggart Creek Rd, Charlotte, NC 28208 704-676-0778 OCM Test Laboratories 3883 E. Eagle Dr Anaheim Ca 92807 714-630-3003 Durree Testing Laboratories 15700 Texaco St. Paramount Ca 90723 626-531-7111 5841 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 FY2016/17 8-inch D= Mean Inside Diameter of Orginal Pipe(in)= A2.0%% inches H= Height of soil above top of pipe feet W= Soil Density Ib/ft' H,„= Height of water above tom of pipe feet A= Percent ovality of orginal pipe E,= Long term modulus of elasticity for CIPP 125,000 psi 50%of short term modulus aL Long Term Flexural Strength = 2,250 psi E's= modulus of soil reaction 1000 psi 1000 psi for soil meeting conditions in this table Soil Class %Compaction N= Safety Factor 2.0 SC1 Dumped SC2 85% SC3 90% R, Water Bouyancy Factor(0.67 min.) SC4 95% 1-0.33(H,)H) 0.769 Dead Load(Wd)=W H R„J144o Live Loads on Pipe(PSI) ,. Dead Load(Wd)= 6.41 psi 1 12.50 Groundwater Load (W..)=Hw(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 16.67 10.09 6 1.39 15.63 8.79 Live Load(WI)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 5.56 4.76 q,=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 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) qt_ (1/N)[32R,„B'E',C(Eij/D3)]t'nl 9.44 psi EQ.X1.3 I= Moment of Inertia of CIPP=t3/12 B'= Coefficient of elastic support =1/11+(4)(e1(-.065H)))= 0.324 C= Ovality reduction factor =[(1-4/100)/(1+p/100)Z]' 0.836 t= Pipe wall thickness= (0.721)(D)[(%N)2/(R.)(B')(E'z)(EJ(C)]") Minimum Wall Thickness(t)= 0.14 inches or 3.6 mm Recommended Wall Thickness(t)= 0.18 inches or 4.5 mm Check Proposed Thickness for Minimum Thickness Requirement (ASTM 1216-09 EQ X1.4) QpOFESS/Q�, E= Initial modulus of elasticity2X Ion term E '/v 5 01 8F ( g �>= zso,000 DR= Dimension Ratio=D/t 45.2 0� E/12(DR)'>_ w =.093 in-Ibs 0.226 (okay if greater than 0.093) EQ.X1.4 r. 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)(EL)(C)/((Pw)(N)(1-v2))1(113)+1 aL Long Term Flexural Strength = 2,250 psi P,„= 62A(H,„+D/12)/144 3.32 psi K= Soil and existing 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 Ovality (ASTM 1216-09 EQ X1.2) (1.5A/100)(1+p/100)(DR)2-0.5(1+p/100)(DR)-(aL)/(P„.)(N)=0 EQ.X1.2 Solution of the Quadratic Equation for DR DR=-b±SQ RT(b^2-4ac)/2a a= (1.5A/100)(1+p/100) = 0.0306 b= 0.5(1+p/100) 0.5100 c= (aL)/(P„.)(N) -338.6 Maximum DR(ovality)= 97.2 Min.Wall Thickness(ovality)= 0.08 inches or 2 mm Minimum Wall Thickness (t)= 0.14 inches 3.6 mm Recommended Wall Thickness (t)= 0.18 inches 4.5 mm iQE()FESS/p,� h`U�4�P'S Dt BF�C�yc� co O� (DCr U ?^ Z �qT I A 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 FY2016/17 10-inch D= Mean Inside Diameter of Orginal Pipe(in)= 10.0 inches H= Heiqht of soil above top of pipe 10.0 feet W= Soil Density 120 Ib/ft3 H.= Height of water above top of pipe 7.0 feet A= 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 = 2,250 psi E's= modulus of soil reaction 1000 psi 1000 psi for soil meeting conditions in this table Soil Class %Con action N= Safety Factor 2.0 SC1 Dumped SC2 85% SC3 90% Rw Water Bouyancy Factor(0.67 min.) SC4 95% 1-0.33(H,,,/H) 0.769 Dead Load(Wd)=W H R„/144 1^ - Live Loads on Pipe(PSI) ._w Dead Load(Wd)= 6.41 psi . .�,,,,�' - 111 . 12,50 Groundwater Load (W.)=Hw(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 16.67 10,09 6 1.39 15.63 8.79 Live Load(W,)Enter From Table 7 1.22 12.15 7,85 W, 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 5.56 4.76 %=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 0 1 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) qr= (1/N)[32R,13'E',C(E„/D3)1I1nl 9.44 psi EQ.X1.3 I= Moment of Inertia of CIPP=t3/12 B'= Coefficient of elastic support =1/It+(4)(e"(-.065H))l= 0.324 C= Ovality reduction factor =[(1-0/100)/(1+6'/100)2]3 0.836 t= Pipe wall thickness= (0.721)(D)[(grM2/(Rw)(B')(E'a)(E,)(C)j1" Minimum Wall Thickness(t)= 0.17 inches or 4.4 mm Recommended Wall Thickness(t)= 0.18 inches or 4.5 mm Check Proposed Thickness for Minimum Thickness Requirement (ASTM 1216-09 EQ X1.4) /� -;+'t�4 ES.S/o .jS DI gF�, E= Initial modulus of elasticity(2X long term E�)= 250,000 . �;��P. � t�2 DR= Dimension Ratio=D/t 56.4 E/12(DR)3>_.093 in-lbs 0.116 (okay if greater than 0.093) EQ.X1.4 Y.C rUEO�� 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.X1.6 DR= [2(K)(EJ(C)/((P.)(N)(1 v2))](W), aL Long Term Flexural Strength = 2,250 psi P„= 62.4(H„+D/12)/144 3.39 psi K= Soil and existing pipe enhancement factor 7.00 v= Poisson's Ratio 0.3 DR= 62.9 Minimum Wall Thickness 0.16 inches or 4.0 mm Minimum Pipe Wall Thickness for Ovality (ASTM 1216-09 EQ X1.2) (1.5A/100)(1+A/100)(DR)2-0.5(1+A/100)(DR)-(0L)/(P.„)(N)=0 EQ.X1.2 Solution of the Quadratic Equation for DR D R=-b±S Q RT(b^2-4ac)/2a a= (1.56/100)(1+A/100) = 0.0306 b= 0.5(1+A/100) 0.5100 c= (ai-)/(P„.)(N) -331.4 Maximum DR(ovality)= 96.1 Min.Wall Thickness(ovality)= 0.10 inches or 2.6 mm Minimum Wall Thickness (t)= 0.17 inches 4.4 mm Recommended Wall Thickness (t)= 0.18 inches 4.5 mm p?,OFESS/0,� D' XP,S BF'�'�•F2 c� 2 ( U 611 � P HTS,Inc.00nsuitants Phone 713-692-8373 416 Pickering Street,Houston,TX 77091 Fax 713-692-8502 www,ht6houston.com Toll Free 1-800-692-'LEST =MIT- IJ A"�,rJc. excellence In Engirleering,Goryoulting,TestJl'rg and Mopection November 28, 2008 Tnterplastic Corporation Then,ioset Resins Division 201.5 Northeast Broadway Street Miancapolis, Minnesota 55413-4235 Attn: MT- Jason. Schiro, Senior Chemist Corrosion and Specialty Resins Re: Chemical Resistance Testing of Cubed in-Place Pipe(CIPP) SaMpTes CO1R74-2211-036 Dear Mr. Schiro: Pleasc find enclosed chemical resistance test results for sr riples of Cured-in-Place Pipe received in our laboratory in July and October of this yeai. Per your instructions the samples have been identified as follows: • COR78-221-036 • C012.72-AT type • Value-Rez type • COR78-AT-4XX type • CORVES190 All of the test coupons were prepared and post-cured by *bc. research and Development Laboratory of Tnterplastic Corporation's Thermoset Resits Division. The resin was catalysed with 0.74% and 0.37% by weight of Alczo NobL_l'; .Pcrlcadox 16 and Trigonox C, respectively. "T'he catalyzed resin was impregnated in lk fae felt and clamped between metal plates with precision spacers. The panels were gellc,.d al 1501 F (66°C) ari.d :held at that tempen iture for four hours. The panels were then rli)M-cured at 180°F 1'F2°(,7) for sixteen additional hours. The test coupons were cut and in."pied from the cured parcels. F,ac h c.onpou was edge-coated with this sa-,ne resirt used to C;c:-t1.snuet the couron. and post- cured art a,dditioral 4 hours at 150°F (66"C). Geotechnleal Engineering•Materials Testing and Inspection•Environmental Site Assessments•Geosynthetics and Construction QA/QC Serving the Construction, Petroleum and Waste Industries The testing program was conducted in accordance with the following: • ASTM F1216, "Practice for Rehabilitations of Existing Pipelines and Conduits by the Inversion 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 Thera-losetting Resin Pipe(CIPP)". • ASTM D5813, "Standard Specification for Cured-In-Place Thermosetting Resin Sewer Pipe".. • ASTM D2122, "Test Method for Determining Dimensions of Thermoplastic Pipe and Fittings". • ASTM D790, "Test Method for Flexural Properties of Unreinforced and Reinforced Plastics". The initial weight, hardness (ASTM D2583) and thickness (ASTM D2122) of each coupon sample was recorded 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%and Sulfuric Acid 5%)are as specified in ASTM F1743, section 8, table 2. The coupon samples were exposed to the 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 and tested for thickness and hardness, The coupon samples were then tested for flexural strength and flexural modulus of elasticity. A summary of all test data and percent change in each property is included in the attached summary 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 and 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,please do not hesitate to call us. Thank you very much. Sincerely, Khamla Pbouangsavanh C 'ef Chemist Larry L� McMichael CEO/Principal HTS,mc 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 Tap water Observation 543 N/A No Change pH 7.1 (100%) Weight 543 g 134.1 134.8 0.62 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 0.35 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 psi 633225 561239 -11.37 Phosphoric Acid Observation 543 N/A Spot of cloud pH 0.5 (10%) Weight 543 g 137.8 138.0 0.16 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 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 1 633225 1 588194 -7.11 IC08F55.002Y.Doc-Page 1 of 3 HT ,INC. 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 JL[ght Brown pH-NA (100%) Weight 543 g 140.3 141.3 0.71 Hardness 2583 88 88 0.00 Thickness 2122 in. 0.276 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 669803 40.02 i 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 j 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 psi 1 633225 610336 -3.61 j IC08F55.002Y.Doc -Page 2 of 3 HTS,INC. 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 N/A Spot of cloud pH 1.2 (1%) Weight 543 g 131.8 132.5 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 597546 -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 1 633225 579913 1 -8.42 IC08F55.002Y.Doc-Page 3 of 3 jHTS,iNc. I, 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. 0.251 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 521434 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 11156.0 -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 1 psi 1 492883 1 5067381 2.81 IC08F55.003Y.Doc-Page 1 of 3 SHTS,:,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 Gasoline Observation 543 N/A Light Brown pH-NA (100%) Weight 543 g 120.1 121.5 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 -16.62 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 524464 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%) 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 1 522367 5.98 IC08F55.003y.Doc-Page 2 of 3 H�.S,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 Nitric Acid Observation 543 NIA No Change pH 1.1 (1%) Weight 543 g 108.3 109.0 0.65 Hardness 2583 89 89 0.00 Thickness 2122 in. 0.250 0.250 0.00 mm. 6.3 6.3 0.00 Max. Flexural 790 psi 11298 11061.6 -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 11150.3 -1.31 Modulus 790 psi 1 492883 516381 4.56 IC08F55.003Y.Doc -Page 3 of 3 HTS,mc. 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 Tap water Observation 543 N/A No Change pH 7.7 (100%) Weight 543 g 131.0 131.7 0.53 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 (5%) 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 615084 -9.53 Phosphoric Acid Observation 543 N/A Spot of cloud pH 0.4 (10%) Weight 543 g 134.8 136.0 0.15 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 -9.86 Modulus 790 psi 679890 665352 -2.14 Sulfuric Acid Observation 543 N/A Spot of cloud pH 0.1 (10%) Weight 543 g 135.5 135.7 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 9620.2 9323.9 -2.06 Modulus j 790 1 psi 1 679890 661643 -2.68 IC08F55.004Y.Doc-Page 1 of 3 IH�TS,INC. 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 N/A No Change pH-NA (100%) Weight 543 g 131.6 132.2 0.46 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 8738.5 -8.21 Modulus 790 psi 679890 663947 -2.34 Vegetable Oil Observation 543 N/A No Change pH-NA (100%) Weight 543 g 133.5 133.6 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 4.46 Detergent Observation 543 N/A No Change pH 6.8 (0.1%) Weight 543 g 128.6 129.4 0.62 Hardness 2583 90 90 0.00 Thickness 2122 in. 0.256 0.256 0.00 mm. 6.5 6.6 0.00 Max. Flexural 790 psi 9620.2 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 0.56 Hardness 2583 91 91 0.00 Thickness 2122 in. 0.266 0.256 0.00 mm. 6.6 6.6 0.00 Max. Flexural 790 psi 9620.2 9415.1 -1.10 Modulus 790 psi 1 679890 672379 -1.10 IC08F55.004Y.Doc-Page 2 of 3 H =INCC. 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 N/A 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 0.256 0.00 mm. 6.5 6.6 0.00 Max. Flexural 790 psi 9520.2 9179.4 -3.58 Modulus 790 psi 679890 1 645949 -4.99 I IC08F55.004Y.Doc-Page 3 of 3 HT'S,mc. SUMMARY OF TEST DATA RESISTANCE OF CIPP TO CHEMICAL REAGENTS Val ue-Rez SAMPLE ID: (COR78-AT-329) Duration: 1 Year Date Tested: 10/15/2009 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 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 530163 -14.67 Nitric Acid Observation 543 N/A Spot of Cloud pH 0.4 (5%) Weight 543 g 135.0 135.8 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 N/A 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 N/A 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 psi 1 621316 585467 -5.77 IC08F55.005Y.Doc -Page 1 of 3 HTS,mc. SUMMARY OF TEST DATA RESISTANCE OF CIPP TO CHEMICAL REAGENTS Value-Rez SAMPLE ID: (COR78-AT-329) Duration: 1 Year Date Testd: 10/16/2009 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 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 9026.6 7263.0 -19.54 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 Max. Flexural 790 psi 9026.6 8547.0 -6.31 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 -12.44 Modulus 790 psi 621316 570342 -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 psi 1 621316 562878 .9.41 lC08F55.005Y.Doc-Page 2 of 3 x'u LHTS,iNc. SUMMARY OF TEST DATA RESISTANCE OF CIPP TO CHEMICAL REAGENTS Value-Rez SAMPLE ID: (COR78-AT-329) Duration: 1 Year Date Tested: 10/15/2009 Chemical Reagent Mechanical Test Method Unit Control 1 Year (Concentration) Property ASTM D Sample Value %Change Nitric Acid Observation 543 N/A No Change pH 1.0 0%) Weight 543 g 126.0 126.9 0.71 Hardness 2583 88 88 0.00 Thickness 2122 in. 0.246 0.246 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 129.8 130.5 0.54 Hardness 2583 89 89 0.00 Thickness 2122 in. 0.258 0.258 0.00 mm. 6.3 6.3 0.00 j Max. Flexural 790 psi 9026.6 8018.1 -11.17 Modulus 790 psi 1 621316 592799 1 -4.59 IC08F55.005.Doc-Page 3 of 3 CORVE8190 ASTM F1216 & D543(CIPP) Corrosion Data @ 73.4 +/-3.6°F(23 +/-20C) Flexural Strength Retention,% Flexural Modulus Retention,% Immersion Months Months Media 1 3 6 12 1 3 6 12 100%Tap Water H 6-9 94 101 108 101 97 100' 101 103 5%Nitric Acid 102 .106' 100 102 100 109. 106:', 108 10%Phosphoric Acid 112 112 105, , 114 105 109 106'., 105 10%Sulfuric Acid 103 91 =` 02.. :100 93 `103 -99 100 _'1 100%Fuel C 93 „ 404 -•.106 108,E 96 96_ 104` 102 0.1%Deter ent 98 97, 100 „99`. 98 99 '" "103 104 0.1%Soap Solution 103 1 109 109 101 103 102 105 103 100%Vegetable Oil 106 1 108 110 102 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, 102 100 100 101 102 5%Sulfuric Acid 107: 11.0 110, 1,02= "' 101 101 104 103 100%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 103 109 109 101 103 102 105 103 100%Vegetable Oil 106 108 110 102 98 104 101 103 Other Corrosion Data(CIPP)@ 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%Sodium Hydroxide 1,13, 101 :97 100 ��100 �98„ �97:_ 99 5%Sodium Hydroxide 1`05 '101 89. 75 ':102 ' 101 �,92, 77 40m /L Sodium Hydroxide 104,' '100: 95, 1-07 1 101 101"'. 103 101' Note:Non-shaded regions are the applicable test durations as it relates to achievement of the minimum acceptable retentions. AI,I 41ERICA FINANCIAL The Hanover Insurance Company Citizens Insurance Company CITIZENS INSURANCE Massachusetts Bay Insurance Company of America ItANOVER INSURANCE''` 440 Lincoln Street 645 West Grand River Worcester, MA 01653 Howell, MI 48843 BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned, SANCON ENGINEERING, INC. hereinafter called Principal, and THE HANOVER INSURANCE COMPANY, a corporation established under the laws of the State of New Hampshire, and/or MASSACHUSETTS BAY INSURANCE COMPANY, a corporation established under the laws of the State of New Hampshire and having their principal office in Worcester, Massachusetts, as Surety, hereinafter called Surety, are held and firmly bound unto City of HUNTINGTON BEACH, CA as Obligee, in the penal sum of TEN PERCENT (10%) OF THE TOTAL AMOUNT OF THE BID IN--------- Dollars for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, our heirs, executors, administrators, successors and assigns. The condition of the above obligation is such that whereas the Principal has submitted to the City of HUNTINGTON BEACH, CA a certain Bid, attached hereto and hereby made a part hereof, to enter into a contract in writing for SEWER LINING PROJECT- FY 2016/2017 NOW, THEREFORE, (a) If said Bid shall be rejected, or in the alternate (b) If said Bid shall be accepted and the Principal shall execute and deliver a contract in the Form of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a bond for his faithful performance of said contract, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the agreement created by the acceptance of said Bid, Then this obligation shall be void, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by an extension of the time within which the Owner may accept such Bid; and Surety does hereby waive notice of any such extension. SIGNED, SEALED AND DATED this 5TH day of JULY, 2017 SANCON ENGINEERING, INC. 5841 Engineer Drive, Huntington Beach, CA 92649 (Principal) BY (Seal) ❑x THE HANOVER INSURANCE COMPANY 5 Hutton Canter Drive Suite 1060 Santa Ana CA 92707 BY _ (Seal) Mich^ R. Lan an (At y-in-fact) t 141-0787(10/04) ACKNOWLEDGMENT A rxAmy pu brm or other officer cw piet V the oertificate verifies orgy the idly of the WKWKW who soled the document to which this cerificate is, attached,and not the tnuh *m,r ate,or of that docxr>errt. Slate of California county of Los Ames On J Ld �, 5 20 I rJ before me. NEVZNE F, PYAD f NOTARY PUBLIC (insert name and Use fly appeared Michad R. Langan who proved to me on the basis of shy evk-fence to be the sum to the witfi n and aclmowfedc�ed to me that whose )islaae^ or the er y and that by hISN"NEW S�� i stnm t the t oerbt cxcler PENALTY OF PEJUURY under the taws of the S�of C the� paragraph is true aria correct g LESS MY hand and aft seal. NEVINE F.AYAD COMM.#20,24775 Notary Public-Cammlia LOS M E!_ES COUNTY& (Seat) Oct 21,2p2p THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWERS OF ATTORNEY CERTIFIED COPY KNOW ALL MEN 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,do hereby constitute and appoint Michael R.Langan of Pasadena,CA and each is a 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,or,if the following line be filled in,only within the area therein designated any and all bonds,recognizances, undertakings,contracts of indemnity or other writings obligatory in the nature thereof,as follows: Any such obligations in the United States,not to exceed Ten Million and No/100($10,000,000)in any single instance and said companies hereby ratify and confirm all and whatsoever said Attorney(s)-in-fact may lawfully do in the premises by virtue of these presents. These appointments are made under and by authority of the following Resolution passed by the Board of Directors of said Companies which resolutions are still in effect: "RESOLVED,That the President or any Vice President,in conjunction with any Vice President,be and they are hereby authorized and empowered to appoint Attorneys-in-fact of the Company,in its name and as its acts,to execute and acknowledge for and on its behalf as Surety any and all bonds,recognizances, contracts of indemnity,waivers of citation and all other writings obligatory in the nature thereof,with power to attach thereto the seal of the Company.Any such writings so executed by such Attorneys-in-fact shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons."(Adopted October 7, 1981 -The Hanover Insurance Company;Adopted April 14, 1982- Massachusetts Bay Insurance Company;Adopted September 7,2001-Citizens Insurance Company of America). IN WITNESS WHEREOF, THE HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals,duly attested by two Vice Presidents, this 23rd day of January 2013. THE HANOVER INSURANCE COMPANY fi,�+ `N MASSACHUSETTS BAY INSURANCE COMPANY F U( 4' CITIZENS,7SURANCi POMPANY OF AMERICA L972 f . ... Robert.I-hornab.ViLe President THE COMMONWEALTH OF MASSACHUSETTS ) . COUNTY OF WORCESTER )ss. Joe$rcnstrort re.'president On this 23rd day of January 2013 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. dARBARA A.GARLICK rle;ary Public Cenme,wearhof7assadwsens lAw vonrr5si�&pi:fi Sspt-21,sg>8 Barbara A.Garlick, Notary Public My Commission Expires September 21,2018 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. This Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America. "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 any 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) GIVEN under my hand and the seals of said Companies,at Worcester,Massachusetts,this 5th day of July 2017. THE HANOVER INSURANCE COMPANY MA SA HUSETT BAY I RA CE COMPANY CIT EN I SUR CE OF AMERICA J. h I ete,Vice es ent 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 July 17, 2017 before me, C.Vizcarra, A Notary Public (insert name and title of the officer) personally appeared Chris DiBenedetto who proved to me on the basis of satisfactory evidence to be the persons*whose names} is/a-e subscribed to the within instrument and acknowledged to me that heisheAhey executed the same in his/ e+4he T-authorized capacity(+es), and that by his/4 '�iT signature(s)on the instrument the personal, or the entity upon behalf of which the persons}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.VIZCARNA COMM. #2166943 z a Notary Public-California A = Orange County O Comm.Ex Tres Ocl.30 2020 Signature (Seal) -WAN t.'k„�*, " �.<Si s-� Au-ct��,.�*' � -.-Cg t . `S'^; `-� "�S,k`r`l� ` r y. t�:s3s- ' t q � }stx �x +i =i '>rt �� §FRS ,'xt31 a ra, .u.%n '� ,dMz A a _,- t` a .�•,�,�, 47 it e a�SS,.ns�'�-�-tip. "`� -4 »�:w e�' „a'�r Yztt Y *ubl d9 y�i � .7-� eA `*x-r h'a t^ ea zfs oa+i }+a-.4 # Yt+dx t 4+" xais, r�vr � '�` � c�.� :t ! t F-�§' �`i.a s�z ��^��, ,'' k. �, o ' - i s�`�• E�r `4� 4 xtn z ��+ -s r" •�«P i^a s�sc � 6 + t a x.� � � ut z 2 � � lij 2 e $tt:."P .tyA: k C COm w J -r5t� €, 38 �..#r r47 ''r .ess - xra� y, 'v w,`"•"irs. l coVS— O S .?r. sd rr tnr sa ?-f" QS$ s. t a .a `'r` Y# xas `•hz*`"�t% *?.."%#.Y a �'�< ^a'v�"ih sj,�g;,.€ �} 's '.i"' ,,.k'x'n s x " '.> ` IAJ '€e ?,i ..t ,k ^ a "'Y � ' - t At ° k7, d k F -af.py5 � .xu-;:�,3�^f� i Up wl mhA in Y z ~xy ;:. 7r'z JQ " Icy x t s rx �'tas "xk 41111, CD In lu No CD OU .> Ay°sz t ass. x'3r ;'s tS l_j 0 Y fi<,' �.x,��..+'r+s'MWI dwsp LL z F>dgmy. Y' L* n..q gm r s44-2 , t ';""�„`�_'��...., '� Y€'" .-wa '� ^x e+�q ,( .?r '.; 1,€a i.tv 3s f � � i�� ,�,� c ,��.�� ",Y'�.i�✓,.` - xa, +. i � � £ � s x ✓ w�+.'fir'"�"icy ,� a #u..„,,; 4�"s� '�.� '��'`'�� v �` '�s ;�' %,�'`�._ r �jw" ` INI � ;4 6 r �G� ��.Si s=a?'`{' 2? `°-3&sue� '�� F F(G�;;;p a'�#y�..'� x^""�. qc;�. 9k E��,�' �,'��'~<�x„ a°'�r �r rh 4"' �, "6°� 't i��+ s(• City of Huntington Beach 2000 Main Street ♦ Huntington Beach, CA 92648 (714) 536-5227 ♦ www.huntingtonbeachca.gov Office of the City Clerk I7,1999 Robin Estanislau, City Clerk September 26, 2017 Sancon Engineering, Inc. Attn: Nick DiBenedotto 5841 Engineer Drive Huntington Beach, CA 92649 Re: FY 2016/17 Sewer Lining Project— CC-1544 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. Sin rely, !mod I Robin Estanislau, CIVIC City Clerk RE:pe Enclosures: Copy of Contract including Proposal Copies of insurance/bonds Bid Bond (original) Sister Cities: Anjo, Japan ♦ Waitakere, New Zealand City of Huntington Beach 2000 Main Street ♦ Huntington Beach, CA 92648 (714) 536-5227 ♦ www.huntingtonbeachca.gov FFB,l),1909'p�. Office of the City Clerk ► Robin Estanislau, City Clerk September 26, 2017 Sancon Engineering, Inc. Attn: Nick DiBenedotto 5841 Engineer Drive Huntington Beach, CA 92649 Re: FY 2016/17 Sewer Lining Project—CC-1544 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 proiect 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. Sin rely, Q Robin Estanislau, CIVIC City Clerk RE:pe Enclosures: Copy of Contract including Proposal Copies of insurance/bonds Bid Bond (original) Sister Cities: Anjo, Japan ♦ Waitakere, New Zealand ® DATE(MM/DD/YYYY)AC� � CERTIFICATE OF LIABILITY INSURANCE 9/27/2016 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 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 De Guzman NAME: Pours & Associates Insurance Brokers, Inc. PHONE (800)578-8802 FAC No: (818)449-9321 CA License #0814733 E-MAIL ADDRESS: z pDe man@ omsassoc.com P 5700 Canoga Ave. #400 INSURERS AFFORDING COVERAGE NAIC# Woodland Hills CA 91367 INSURERA:Travelers Indemnity Co of Ame 25674 INSURED INSURER B:Homeland Insurance Co. of NY 34452 Sancon Engineering, Inc. INSURERC:Travelers Indemnity Co of CT 25682 5841 Engineer Drive INSURERD: INSURER E: Huntin ton Beach CA 92649 INSURER F: COVERAGES CERTIFICATE NUMBER:16-17 ALL REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE 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 ADDL SUB POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD/YYYY MM/DD/YYYY GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A AGE TO X COMMERCIAL GENERAL LIABILITY PREM SES(E.occur RENTED $ 300,000 A CLAIMS-MADE I—XI OCCUR X T22-CO-9181R93A-TCT-16 0/1/2016 10/1/2017 MED EXP(Any one person) $ 5,000 EDUCTIBLE:$5,000 Per Occ PERSONAL&ADV INJURY $ 1,000,000 rop Dmge Liability GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident 1,000,000 C. X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED X A9181R93A-16-CNS 0/1/2016 10/1/2017 BODILY INJURY(Per accident) $ AUTOS AUTOS X Nx NON-OWNED PROPERTY DAMAGE $ HIRED AUTOSAUTOS Per accident X Comp$1000 Coll $1000 $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 4,000,000 A EXCESS LIAB CLAIMS-MADE AGGREGATE $ 4,000,000 DED I X I RETENTION$ 10,OOC X TSM-CUP-9181R93A-TIL-16 0/1/2016 10/1/2017 $ A WORKERS COMPENSATION y XI WC STATU- OTH- AND EMPLOYERS'LIABILITY YIN T ORY LIMITS ER - ANY PROPRIETOR/PARTNER/EXECUTIVE E.L EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) TJ-UB-9l81R93A-TIL-16 0/1/2016 10/1/2017 E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ 1,000,000 B Contractor's Pollution FUCTIBLE: -00-26-14-0002 0/1/2016 10/1/2017 EACH CLAIM 2,000,000 Liability 25,000 EACH AGGREGATE LIMIT 2,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) Re: All Operations It is agreed that the City of Huntington Beach, its officers, elected or appointed officials, and employees, agents and volunteers are named as Additional Insured as respects to liability arising out of our named insured, premises owned, occupied or used by the named insured, automobiles owned, leased or borrowed by the named insured.Waiver of Subrogation applies to Workers' CompVEDn ;rsement attached. *10 Days notice of cancellation shall apply for non-payment of pr i CERTIFICATE HOLDER CANCELLATION E.GA:FE5 CITY ATTOR E SHOULD ANY OF THE ABOV �E LED BEFORE THE EXPIRATION DATE/T WYELIVERED IN City of Huntington Beach ACCORDANCE WITH T(/HE POLICY PROVISIONS. Attn: Christine Mendoza P.O. BOX 190 AUTHORIZED REPRESENTATIVE Huntington Beach, CA 92648 P De Guzman/PDEGUZ ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INSn25 tgmnns�m The AR(1Rrt rii nnrl Inn^mro roniefcrcrl nri of AR(1Rrt COMMERCIAL GENERAL LIABILITY POLICY NUMBER: DT22-CO-9181R93A-TCT-16 ISSUE DATE�o9 -2 1- 16 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED (CONTRACTORS) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE NAME OF PERSON(S) OR ORGANIZATION(S): The City of Huntington Beach, its officers, elected and appointed officials, employees, agents and volunteers PROJECT/LOCATION OF COVERED OPERATIONS: RE: ALL OPERATIONS 1. WHO IS AN INSURED — (Section II) is amended b) The insurance provided to the additional in- to include the person or organization shown in the sured does not apply to "bodily injury", "prop- Schedule above, but: erty damage" or "personal injury" arising out a) Only with respect to liability for"bodily injury", of the rendering of, or failure to render, any "property damage" or"personal injury"; and professional architectural, engineering or sur- veying services, including: b) If, and only to the extent that, the injury or i. The preparing, approving, or failing to damage is caused by acts or omissions of you or your subcontractor in the performance prepare or approve, maps, shop draw- ings, opinions, reports, surveys, field or- of "your work" on or for the project, or at the dens or change orders, or the preparing, location, shown in the Schedule. The person approving, or failing to prepare or ap- or organization does not qualify as an addi- prove, drawings and specifications; and tional insured with respect to the independent acts or omissions of such person or organiza- ii. Supervisory, inspection, architectural or tion. engineering activities. 2. The insurance provided to the additional insured c) The insurance provided to the additional in- by this endorsement is limited as follows: sured does not apply to "bodily injury" or a) In the event that the Limits of Insurance of "property damage" caused by "your work" this Coverage Part shown in the Declarations and included in the "products-completed op- exceed the limits of liability required by a erabons hazard" unless a "written contract "written contract requiring insurance" for that requiring insurance" specifically requires you additional insured, the insurance provided to to provide such coverage for that additional the additional insured shall be limited to the insured, and then the insurance provided to limits of liability required by that"written con- the additional insured applies only to such tract requiring insurance". This endorsement "bodily injury" or "property damage" that oc- shall not increase the limits of insurance de- curs before the end of the period of time for scribed in Section III—Limits Of Insurance. which the "written contract requiring insur- ance" requires you to provide such coverage CG D2 47 08 05 0 2005 The St. Paul Travelers Companies, Inc. Page 1 of 2 COMMERCIAL GENERAL LIABILITY or the end of the policy period, whichever is 1. Immediately record the specifics of the earlier. claim or"suit"and the date received; and 3. The insurance provided to the additional insured Ii. Notify us as soon as practicable. by this endorsement is excess over any valid and The additional insured must see to it that we collectible 'other insurance", whether primary, receive written notice of the claim or"suit"as excess, contingent or on any other basis, that is soon as practicable. available to the additional insured for a loss we cover under this endorsement. However, if a c) The additional insured must immediately "written contract requiring insurance" for that ad- send us copies of all legal papers received in ditional insured specifically requires that this in- connection with the claim or"suit', cooperate surance apply on a primary basis or a primary with us in the investigation or settlement of and non-contributory basis, this insurance is pri- the claim or defense against the "suit", and mary to 'other insurance" available to the addi- otherwise comply with all policy conditions. tional insured which covers that person or organi- d) The additional insured must tender the de- zation as a named insured for such loss, and we fense and indemnity of any claim or "suit' to will not share with that 'other insurance". But the any provider of"other insurance"which would insurance provided to the additional insured by cover the additional insured for a loss we this endorsement still is excess over any valid cover under this endorsement. However, this and collectible "other insurance", whether pri- condition does not affect whether the insur- mary, excess, contingent or on any other basis, ance provided to the additional insured by that is available to the additional insured when this endorsement is primary to 'other insur- that person or organization is an additional in- ance" available to the additional insured sured under such'other insurance". which covers that person or organization as a 4. As a condition of coverage provided to the named insured as described in paragraph 3. additional insured by this endorsement: above. a) The additional insured must give us written 5. The following definition is added to SECTION V. notice as soon as practicable of an "occur- —DEFINITIONS: rence" or an offense which may result in a "Written contract requiring insurance" means claim. To the extent possible, such notice that part of any written contract or agreement should include: under which you are required to include a i. How, when and where the 'occurrence" person or organization as an additional in- or offense took place; sured on this Coverage Part, provided that ii. The names and addresses of any injured the 'bodily injury" and "property damage" oc- persons and witnesses; and curs and the "personal injury" is caused by an offense committed: III. The nature and location of any injury or a. After the signing and execution of the damage arising out of the occurrence or contract or agreement by you; offense. „ i b. While that part of the contract or b) If a claim is made or suit s brought against agreement is in effect; and the additional insured, the additional insured must: c. Before the end of the policy period. Page 2 of 2 0 2005 The St. Paul Travelers Companies, Inc. CG D2 47 08 05 Sancon Engineering, Inc. Travelers Indemnity Company of CT COMMERCIAL AUTO Po1icy#BA-9181R93A-16-CNS Eff: 10-01-2016 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO EXTENSION ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modi- fied by the endorsement. GENERAL DESCRIPTION OF COVERAGE—This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to the Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover- age description only. Limitations and exclusions may apply to these coverages. Read all the provisions of this en- dorsement and the rest of your policy carefully to determine rights, duties, and what is and is not covered. A. BROAD FORM NAMED INSURED H. HIRED AUTO PHYSICAL DAMAGE — LOSS OF USE—INCREASED LIMIT B. BLANKET ADDITIONAL INSURED I. PHYSICAL DAMAGE — TRANSPORTATION EXPENSES—INCREASED LIMIT C. EMPLOYEE HIRED AUTO J. PERSONAL EFFECTS D. EMPLOYEES AS INSURED K. AIRBAGS E. SUPPLEMENTARY PAYMENTS — INCREASED L. NOTICE AND KNOWLEDGE OF ACCIDENT LIMITS OR LOSS F. HIRED AUTO — LIMITED WORLDWIDE M. BLANKET WAIVER OF SUBROGATION COVERAGE—INDEMNITY BASIS G. WAIVER OF DEDUCTIBLE—GLASS N. UNINTENTIONAL ERRORS OR OMISSIONS PROVISIONS A. BROAD FORM NAMED INSURED executed by you before the "bodily injury" or The following is added to Paragraph A.1., Who Is "property damage" occurs and that is in effect An Insured, of SECTION If — LIABILITY COV- during the policy period, to be named as an addi- ERAGE: tional insured is an "insured" for Liability Cover- Any organization you newly acquire or form dur- age, but only for damages to which this insurance ing the policy period over which you maintain applies and only to the extent that person or or- /o 50 or more ownership interest and that is not ganization qualifies as an "insured" under the separately Insured for Business Auto Coverage. Who Is An Insured provision contained in Section If. Coverage under this provision is afforded only un- C. EMPLOYEE HIRED AUTO til the 180th day after you acquire or form the or- ganization or the end of the policy period, which- 1. The following is added to Paragraph A.1., ever is earlier. Who Is An Insured, of SECTION 11 — LI- B. BLANKET ADDITIONAL INSURED ABILITY COVERAGE: The following is added to Paragraph c. in A.1., An "employee" of yours is an "insured" while Who Is An Insured, of SECTION II— LIABILITY operating an "auto" hired or rented under a COVERAGE: contract or agreement in that "employee's" Any person or organization who is required under name, with your permission, while performing s related to the conduct of your busi- dutie a written contract or agreement between you and dude that person or organization, that is signed and CA T3 53 06 09 ©2009 The Travelers Companies,Inc. Page 1 of 4 Includes the copyrighted material of Insurance Services Office,Inc.with its permission. COMMERCIAL At TO 2. The following replaces Paragraph b. in 1134., United States of America applies to and pro- Other Insurance, of SECTION IV - HUSI- -hibds the tram',acton of bu:.51nest; with or 'MESS AUTO CONDITIONS: within.such country or junsdiclion. for Liability b. �F4yr Hirai Auto Physical Damage Cover- Coverage for any -covered "auto" that you aga, the foil-owing are deemed do 'be, cov- lease, him, rent or borrow without a driver for ered "autos" you own, a p�iod of 30 days or less and that is not an (1) Any �covased "auto" you lease, hire, "autd' you lease, hire, rent or borrow from any of your employees partners (If you are rend or borrow; and a partnership), members (if you are a limited (2) Any covered"auto"hirad or rented by liability company) or rriernbers of their tiouse- your ".ernployee" under a contraot In 'holds, that individu.al "employee's" name, (1) With fespecx to any claim made,v "501" with your permission, while perform- brought outside the United States of Ing duties relaled to the conduct of Arnerice, the territories and possessiums your business. of the United States of America, Puerto HcAvever, arty "auto'that is Jeased, hired, ;Rican and Canada: rented or borrowed with a driver is not a (a) You must arrange to defend the covered'atAo". Oinsured" against, and investigale D. EMPLOYEES AS IINSUR.F-0 or settle? any sudh claim or "suit' and keep us advised of all pro- The following is-added to Paragraph AA Who Is oeedingsand acfions. An Insured. of -SECTION 11 - LIABILITY COV- ERAGE, (b) Neither you nor any other Ins Any "employee" of yours i,s an "insured" while us- vowed "insured* will make any ing a covered *aojlo'you don't own,hire or borrow settlement without our consent. in your business or your personal aftrs. (c) We !may, at our discretion, par- E. SUPPLEMENTARY PAYMENTS - INCREASED ticipata fn defanding the "Insured" against, or In the ioMment of, LlMrTS any claim or"suit". 1. The following replaces Paragraph A.2.a.(2), 1d) Are gall reimburse the"insured": of SECTION 11- LIABILITY COVERAGE. (2) Up to $3,000 for cost of ball bonds (en- (1) For sums that the insured" clvding bonds tor related traffic 1;5rw vi,.Wa- legally must pay as damages because of -bodity injury" or lions) required because of an "accident' n property damage" to which we covec We do not have to furnish this insurance applies, that these bonds. the 'linsufad" pays with ouT 2. The following replaces Paragraph A-2,a,(4), consent, taut only kip to the of SECTION 11 -LIABILITY COVERAGE- limit described in PaTagrapb (4) AN reasonable expenses incurred by the C,,, Limil Of Insurarica, of "Insured" at buy request, Including actual SECTION 11 - LIABILITY low of earnings up to WO a day be COVERAGE: cause of time,off from work- (4) For the reasonable expenses F. HIRED AUTO - UMITED WORLDWIDE COV- incurred with our consent for ERAGE-INDEMNITY BASIS your Investigation of such claims and your defense of The following replaces Subparagraph e, In Para- the 'insured" against any graph a-T, Policy Term, Coverage Territory. of such'suit*, but only up to and SECTYM IV-BUSINESS AUTO CONDMONS; Mcluded within the limit de- e. Anywhere in the world, except tmy country or soribed in Paragraph C-, IJimit: jurlsdicrion while, any trade sanction, ern. Of Insurance, of SECTION 11 bargo, or similar regulation imposed by the - LIASILITY COVEPAGE, Page 2 of 4 Q 209 ThiD Tra4ators;C9m".rv,.ar,.Irw, CA T3 53 06 09 ftludes V*oiopyr*hbed materOl of Iftsursni-,e Serytces Office,Inf-With Its peardsabor.. COMMERCIAL AUTO and not In addition to such L PHYSICAL DAMAGE — TRANSPORTATION llirniil. Our duly to make such EXPENSES—INCREASED UMIT payments ends when we The following replaces the firrA sentence in Para- liaye mved up the applicable graph A.4.a., Transportation Expenses,of SEC- limit of insurance In payments TION III—PHYSICAL DAMAGE COVEIRAGE- for damages, settlements or We will pay up to 950 per day too a maximurn of defense expenses- $1,500 for ternp qfary t sportation in- tran, . expense (2) This insurance is excess over any valid curredby you because of the total theft of a cov- and ,collectible other insurance available tired "auto"of 6a pinvate!passangar type_ to the "insured* whether pTirnery, -excess J. PERSONAL EFFECTS contirpgont Or on any other basi& (1) This Insurance Is not :a substitute lot re- TT following is added to Paragraph AA, Cover- age Extensions, of SECTION III :PHYSICAL quired or compulsuTy insujance in any DAMAGE COVERAGE: country -outside thathuted States, its ter- rito6es and pQ55esslorvs, Puede Rico and Personal Eftets Canada. We will pay up to $4110 fair "loss" to wearing ap- 'You agree to mauntain all require or parel and othe.T personai efleds which are: -compulsory Insurance In .any such coun- (1) Owned by an 1nsured*: and try up to the minimum llrni is required by (2) In or can your covered"auto'. local law. Your failuse to comply with This coverage apoies only in the event of a total compUlsory insurance requirements will This of your covered'auto*. not IrrvadidaUi the coverage afforded by this polticy, but we wRonty be rjaWe to the No deducfibles apply to this Nrsonal Effects same extent w)a would have been Ilable coverage. -had you complied with the compulsory in- K AIRBAGS -sura;nca requIrernants. The following is added to Paragraph B.3., Exciu- (4) It 11sunclerstood that we are not an admit- sions. of SECTION III — PHYSICAIL DAMAGE led or authorized Insurer outside the COVERAGE: United States of Arnorica, its territories Exclus!" 3-a. does not apply to "Ions" to one or and possessions, Puerto Rico and Can- more airbags in a coveris-d *auto*you own that In- ada. We assume no responsibility for the flate due to a cause othaf than acause of "loss' furnishing of corbficates of insurance, or sal forth in Paragraphs A.I.b. and A.11.z, but for ,compbance in any way with the laws only, of other couryMes relaling to insurance. a. If that "auto" is a covered "auto" for Compre- G. WAIVER OF DEDUCTIBLE—GLASS hansive Coverage under this policy; The following is added to Paragraph D, Deducti- b. The airbags are not covefed under any war- Me,, 6f SECTION M — PHYSICAL DAMAGE ranty:and COVERAGE.- c. The airbags were not intentionally Linflaled. No dedualftle for a covered "auto" will apply to We will pay up to a maximum of $1,000 for any glass -darnage If the glass is repaired rather than ors replaced. L. NOTICE AND KNOWLEDGE OF AcciDemr OR H. HIRED AUTO PHYSICAL DAMAGE —LOSS OF LOSS USE—INCREASED LIMIT The following replams the test sentence of Para- The 161jowIng is added to Paragraph A.2-a., of SECT40N IV—BUSINESS AUTO CONDITIONS: graph A.4.b., Loss Of We Expenses. of SEC- TION Ili—PHYSICAL DAMAGE COVERAGE Your duty to give us or out authorized represent&- ,- We prompt notice of the "accent" or "Items' ap- Hiyovever, the most vve will pay for any expenses plies only when the 'am-ideril' or "loss" Is known for log$ of use is $65 per day, to a maximum of to: $750 for any one 'accident", (&) You(it you are an individual); CA T3 53 06 09 Q 20D.9 Thelfravelws Cmpsniaa.lac. Page a of 4 hdudft the cWyrighled nwhuial at Insurance Semcas orficm, Lm.wat ft pwmLusim, Sancon Engineering, Inc . Umbrella Policy: CUP-9181R93A-TIL-16 Eff : 10-01-2016 UMBRELLA (3) Any statute, ordinance or regulation relat- borrow while it is being used in your busi- ing to the sale, gift, distribution or use of ness. alcoholic beverages. None of the following is an insured under(1) This exclusion applies only if you are in the or(2) above: business of manufacturing, distributing, sell- (a) Any person employed by or engaged ing,serving or furnishing alcoholic beverages. in the duties of an auto sales agency, This exclusion does not apply to "bodily in- repair shop, service station, storage jury"or"property damage"to which any policy garage or public parking place that of "underlying insurance" listed in the you do not operate; SCHEDULE OF UNDERLYING INSURANCE (b) The owner or lessee of any "auto" of the DECLARATIONS of this insurance, or hired by or for you or loaned to you, any renewal or replacement thereof, applies and any agent or employee of such or would apply but for the exhaustion of its owner or lessee. limits of liability. Coverage provided will follow the same provisions, terms, definitions, ex- clusions, limitations and conditions of the pol- (1) Your executive officers, employees,direc- icy(ies) of"underlying insurance" listed in the tors or stockholders while acting within SCHEDULE OF UNDERLYING INSURANCE the scope of their duties; and of the DECLARATIONS of this insurance. (2) Any person or organization while acting SECTION II WHO is AN INSURED. as real estate manager for you. 1. If you are designated in the Declarations as: c. Any organization you newly acquire or form, a. An individual, you and your spouse are insur- other than a partnership or joint venture, and eds, but only with respect to the conduct of a over which you maintain ownership or major- business of which you are the sole owner. ity interest,will be deemed to be a Named In- b. A partnership or joint venture, you are an in- sured. However, coverage does not apply to: sured. Your members, your partners, and (1) "Bodily injury" or "property damage" that their spouses are also insureds, but only with occurred before you acquired or formed respect to the conduct of your business. the organization; and c. A limited liability company, you are an in- (2) "Personal injury" or "advertising injury" sured. Your members are also insureds, but arising out of an "offense" committed be- only with respect to the conduct of your busi- fore you acquired or formed the organiza- ness. Your managers are insureds, but only tion. with respect to their duties as your managers. d. Any person or organization having proper d. An organization other than a partnership,joint temporary custody of your property if you die, venture or limited liability company, you are but only: an insured. (1) With respect to liability arising out of the e. A trust, you are an insured. Your trustees are maintenance or use of that property; and also insureds, but only with respect to their (2) Until your legal representative has been duties as trustees. appointed. 2. Each of the following is also an insured: e. Your legal representative if you die, but only a. As respects the"auto hazard": with respect to duties as such. That represen- tative will have all your rights and duties un- (1) Anyone using an "auto" you own, hire or der this insurance. borrow including any person or organiza- tion legally responsible for such use pro- f. Any other person or organization insured un- vided it is with your permission; and der any policy of the "underlying insurance" listed in the SCHEDULE OF UNDERLYING (2) Any of your executive officers, directors, INSURANCE of the DECLARATIONS of this partners, employees or stockholders, op- insurance for whom you have agreed in a erating an "auto" you do not own, hire or written contract executed prior to loss to pro- vide insurance.This insurance is subject to all Page 6 of 13 Copyright,The Travelers Indemnity Company, 2003 UM 00 011103 UMBRELLA the limitations upon coverage under such pol- Non cumulation of Personal and Advertising In- icy of "underlying insurance", and, the limits jury Limit— if "personal injury" and/or"advertising of insurance afforded to such person or or- injury" is sustained by any one person or organi- ganization will be: zation during the policy period and during the pol- (1) The difference between the "underlying icy period of one or more prior and/or future poli- insurance" limits and the minimum limits cies that include a COMMERCIAL EXCESS of insurance which you agreed to provide', LIABILITY (UMBRELLA) INSURANCE policy for or the insured issued by us or any affiliated insur- ance company, the amount we will pay is limited. (I!) The limits of insurance of this policy This policy's Personal and Advertising Injury Limit whichever is less. will be reduced by the amount of each payment If the minimum limits of insurance you agreed made by us and any affiliated insurance company to provide such person or organization in a under the other policies because of such "per- written contract are wholly within the "underly- sonal injury" and/or"advertising injury". ing insurance", this policy shall not apply. 5. Subject to 2. or 3. above, whichever applies, the No person or organization is an insured with re- Each Occurrence Limit is the most we will pay for spect to the conduct of any current or past part- the sum of damages under Coverage A because nership or joint venture that is not shown as a of all"bodily injury"and"property damage" arising Named Insured in the Declarations. out of any one"occurrence". No person is an insured as respects "bodily in- Non cumulation of Each Occurrence Limit— If one jury' to a fellow employee unless insurance for "occurrence" causes "bodily injury" and/or "prop- such liability is afforded by the "underlying insur- erty damage" during the policy period and during ance". the policy period of one or more prior and/or fu- ture policies that include a COMMERCIAL EX- CESS LIABILITY (UMBRELLA) INSURANCE 1. The Limits of Insurance shown in the Declarations policy for the insured issued by us or any affiliated and the rules below fix the most we will pay re- insurance company, the amount we will pay is gardless of the number of: limited. This policy's Each Occurrence Limit will a. Insureds; be reduced by the amount of each payment made by us and any affiliated insurance company under b. Claims made or"suits"brought; or the other policies because of such"occurrence". c. Persons or organizations making claims or To determine the limit of our liability, all "bodily injury" bringing "suits". and "property damage" arising out of continuous or 2. The Products-Completed Operations Aggregate repeated exposure to the same general conditions Limit is the most we will pay under Coverage A shall be considered one"occurrence". for damages because of injury and damage in- The limits of this insurance apply separately to each cluded in the "products-completed operations consecutive annual period and to any remaining hazard". period of less than 12 months. The policy period 3. The General Aggregate Limit is the most we will begins with the effective date shown in the Declara- pay for damages under Coverage A and Cover- tions. If the policy period is extended after issuance age B, except: for an additional period of less than 12 months, the a. Damages because of injury and damage in- additional period will be deemed part of the last cluded in the "products-completed operations preceding period. hazard'; and SECTION IV—CONDITIONS. b. Damages because of injury and damage in- 1. APPEALS. cluded in the"auto hazard". a. If the insured or the insured's "underlying in- 4. Subject to 3. above, the Personal and Advertising surer" elects not to appeal a judgment which Injury Limit is the most we will pay under Cover- exceeds the "applicable underlying limit", we age B for the sum of all damages because of all may do so. "personal injury" and all "advertising injury" sus- b. If we do, we will pay all costs of the appeal. tained by any one person or organization. We will also pay all costs on appeals related UM 00 011103 Copyright,The Travelers Indemnity Company, 2003 Page 7 of 13 UMBRELLA to the defense of the insured as provided in this insurance except with our consent. The terms SECTION 1, 2. DEFENSE OF CLAIMS OR of this insurance can be amended or waived only SUITS. These sums are in addition to the by endorsement issued by us and made a part of "applicable limit of insurance". In no event this insurance. shall our liability for"ultimate net loss" exceed 5. DUTIES IN THE EVENT OF OCCURRENCE OR the"applicable limit of insurance". OFFENSE, CLAIM OR SUIT. 2. BANKRUPTCY. a. You must see to it that we are noted a. Bankruptcy or insolvency of the insured or the promptly of an "occurrence" or an "offense" insured's estate will not relieve us of our obli- which may result in a claim under this insur- gations under this insurance. ante. Notice should include: b. Bankruptcy or insolvency of the "underlying (1) How, when and where the "occurrence" insurer" will not relieve us of our obligations or"offense"took place; and under this insurance. (2) The names and addresses of any injured However, this insurance will not replace the "un- persons and witnesses. derlying insurance" in event of bankruptcy or in- b. If a claim is made or "suit" is brought against solvency of the "underlying insurer". This insur- any insured which may result in a claim ante will apply as if the "underlying insurance" against this insurance, you must see to it that were in full effect. we receive prompt written notice of the claim 3. CANCELLATION. or"suit". a. You may cancel this insurance by mailing or c. The insured must: delivering to us advance written notice of (1) Cooperate with the"underlying insurers'; cancellation. (2) Comply with the terms of the "underlying b. We may cancel this insurance by mailing or insurance"; and delivering to you written notice of cancellation at least: (3) Pursue all rights of contribution or indem- nity against any person or organization (1) 10 days before the effective date of can- who may be liable to the insured because cellation if we cancel for nonpayment of of "bodily injury", "property damage", premium; or "personal injury" or "advertising injury" (2) 30 days before the effective date of can- with respect to which insurance is pro- cellation if we cancel for any other rea- vided under this or any policy of"underly- son. ing insurance". c. We will mail or deliver our notice to your last d. When we believe that a claim may exceed the mailing address known to us. "underlying insurance", we may join with the d. Notice of cancellation will state the effective insured and the "underlying insurer" in the in- date of cancellation. The policy period will vestigation, settlement and defense of all end on that date. claims and "suits" in connection with such "occurrence" or "offense". In such event, the e. If this insurance is cancelled, we will send you insured must cooperate with us. any premium refund due. If we cancel, the re- fund will be pro rata. If you cancel, the refund 6. EXAMINATION OF YOUR BOOKS AND RE- will be pro rats less 10% of the pro rata un- earned premium. The cancellation will be ef- We may examine and audit your books and re- fective even if we have not made or offered a cords as they relate to this insurance: refund. a. At any time during the policy period; f. If notice is mailed, proof of mailing will be suf- b. Up to three years afterward;or ficient proof of notice. 4. CHANGES. c. Within one year after final settlement of all claims under this insurance. This contract contains all the agreements be- 7, INSPECTIONS AND SURVEYS. tween you and us concerning the insurance af- forded. No change can be made in the terms of We have the right but are not obligated to: Page 8 of 13 Copyright,The Travelers Indemnity Company,2003 UM 00 01 1103 UMBRELLA a. Make inspections and surveys at any time; b. Limits of insurance; b. Give you reports on the conditions we find; c. Termination of any coverage; or and d. Exhaustion of aggregate limits. c. Recommend changes. 10. OTHER INSURANCE., Any inspections, surveys, reports or recommen- This insurance is excess over any other valid and dations relate only to insurability and the premi- collectible insurance whether such other insur- ums to be charged. We do not make safety in- ance is stated to be primary, contributing, excess, spections. We do not undertake to perform the contingent or otherwise. This provision does not duty of any person or organization to provide for apply to a policy bought specifically to apply in the health or safety of workers or the public. We excess of this insurance. do not warrant that conditions are safe or health- 11. OUR RIGHT TO RECOVER FROM OTHERS. ful; or comply with laws, regulations, codes or standards. If we make a payment under this insurance, the 8. LEGAL ACTION AGAINST US. insured will assist us and the "underlying insurer" in recovering what we paid by using the insured's No person or organization has a right under this rights of recovery. Reimbursement will be made insurance: in the following order: a. To join us as a party or otherwise bring us a. First, to any interest (including the insured) into a "suit" asking for damages from an in- who has paid any amount in excess of the sured; or limits of this insurance; b. To sue us on this insurance unless all of its b. Next to us; and terms have been fully complied with. c. Then to any interest (including the insured A person or organization may sue us to recover and the"underlying insurer)as are entitled to on an agreed settlement or on a final judgment claim the remainder,if any. against an insured. We will not be liable for dam- ages that are not payable under the terms of this A different order may apply if agreed upon by all insurance;or are in excess of the"applicable limit interests. Expenses incurred in the process of re- of insurance", covery will be divided among all interests accord- An agreed settlement means a settlement and re- ing to the ratio of their respective recoveries. lease of liability signed by us, the insured and the 12. PREMIUM. claimant or the claimant's legal representative. a. You are responsible for the payment of all 9. MAINTENANCE OF UNDERLYING INSUR- premiums and will be the payee for any return ANCE. premiums. The insurance afforded by each policy in the b. If the premium is a flat charge,it is not subject schedule of"underlying insurance"in the Declara- to adjustment except as provided in d. below. tions will be maintained for the full term of this in- c. If the premium is other than a Flat charge, it is surance. This provision does not apply to the re- an advance premium only. The eamed pre- duction of the aggregate limit or limits due to mium will be computed at the end of each payment of judgments or settlements for "bodily year in which this insurance is in force at the injury", "personal injury", "property damage" or rate shown in the Declarations, subject to the "advertising injury". As these policies expire, you Minimum Annual Premium. will renew them at limits at least equal to the ex- d. Additional premium may become payable piring limits of insurance. when coverage is provided for additional in- If you fail to comply with the above, this insurance sureds and named insureds under the provi- is not invalidated. However, in the event of a loss, sions of SECTION 11—2.c.and f. we will pay only to the extent that we would have 13. PREMIUM AUDIT. paid had you so complied. a. You must keep records of the information we You must give us a written notice of any change need for premium computation, and send us in the"underlying insurance" as respects: copies at such times as we may request. a. Coverage; UM 00 01 1103 Copyright, The Travelers Indemnity Company, 2003 Page 9 of 13 UMBRELLA b. At the close of each audit period we will com- b. The amount of the "applicable underlying pute the earned premium for that period and limit"is paid by or on behalf of the insured. send notice to the first Named Insured. We will pay all claims within thirty days provided c. The due date for audit and retrospective pre- all terms of this insurance are met. miums is the date as shown as the due date The insured will reimburse us for any payment we on the bill. make for damages which are within the "retained d. If the sum of the advance and audit premiums limit". paid for the policy period is greater than the 18. TITLES OF PARAGRAPHS. earned premium, we will return the excess to you subject to the minimum premiums. The titles of paragraphs of this policy and any en- you REPRESENTATION. dorsements attached to this policy are inserted solely for convenience of reference and are not to By accepting this insurance, you agree: be deemed in any way to limit or affect the provi- a. The statements in the Declarations and any sions to which they relate. subsequent notice relating to "underlying in- 19. CURRENCY surance" are accurate and complete; Loss payments and expense reimbursements will b. Those statements are based upon represen- be in the same currency as the currency of the tations you made to us; and Limits of Insurance stated in the Declarations. At c. We have issued this insurance in reliance our sole option, we may agree to pay loss or re- upon your representations, imburse expense under this policy in another cur- 15. SEPARATION OF INSUREDS. rency. Any necessary currency conversion shall be calculated based on the rate of exchange pub- Except with respect to the Limits of Insurance, lished in the next Walt Street Journal subsequent and any rights or duties specifically assigned to to the date of judgment,settlement or agreement. you in this insurance, this insurance applies: SECTION V—DEFINITIONS. a. As if each Named Insured were the only 1, "Advertising injury" means injury arising out of Named Insured; and one or more of the following "offenses": b. Separately to each insured against whom a. Oral or written publication of material that claim is made or"suit is brought. slanders or libels a person or organization or 16. TRANSFER OF YOUR RIGHTS AND DUTIES disparages a person's or organization's UNDER THIS INSURANCE. goods, products or services provided that Your rights and duties under this insurance may claim is made or"suit" is brought by a person not be transferred without our written consent ex- or organization that claims to have been cept in the case of death of an individual named slandered or libeled, or whose goods, prod- insured. ucts or services have allegedly been dispar- If you die, your rights and duties will be trans- aged; ferred to your legal representative but only while b. Oral or written publication of material that ap- acting within the scope of duties as your legal propriates a person's likeness, unreasonably representative. Until your legal representative is places a person in a false light or gives un- appointed, anyone having proper temporary cus- reasonable publicity to a person's private life; tody of your property will have your rights and du- or ties but only with respect to that property. c. Infringement of copyright, title or slogan, pro- 17. WHEN LOSS IS PAYABLE. vided that claim is made or "suit" is brought by a person or organization claiming owner- If we are liable under this insurance, we will pay ship of such copyright,title or slogan. for"ultimate net loss" after: Such "offenses" must be committed in the course a. (1) The insured's liability is established by of advertising your goods or products, court decision;or 2. "Applicable limit of insurance" means the maxi- (2) There is a written agreement between the mum amount we will pay as damages in accor- claimant, the insured, any "underlying in- surer" and us; and Page 10 of 13 Copyright,The Travelers Indemnity Company, 2003 UM 00 01 1103 TRAVELERS J k WORKERS COMPENSATION AND ONE TOWER SQUARE EMPLOYERS LIABILITY POLICY HARTFORD, CT 06183 ENDORSEMENT WC 99 03 76( A)— 001 POLICY NUMBER: DTJ-U13-9181R93A-TIL-16 WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT- CALIFORNIA (BLANKET WAIVER) We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. The additional premium for this endorsement shall be 2 .00 % of the California workers' compensation pre- mium. Schedule Person or Organization Job Description ANY PERSON OR ORGANIZATION FOR WHICH THE INSURED HAS AGREED BY WRITTEN CONTRACT EXECUTED PRIOR TO LOSS TO FURNISH THIS WAIVER. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective: 10-01-2 016 Policy No. DTJ-U13-9181R93A-TIL-16 Endorsement No. Insured Premium Insurance Company:Travelers Property Countersigned by Casualty Insurance Pane 1 of 1 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CALIFORNIA CHANGES - CANCELLATION AND NONRENEWAL This endorsement modifies insurance provided under the following: CAPITAL ASSETS PROGRAM (OUTPUT POLICY)COVERAGE PART COMMERCIAL AUTOMOBILE COVERAGE PART COMMERCIAL GENERAL LIABILITY COVERAGE PART COMMERCIAL INLAND MARINE COVERAGE PART COMMERCIAL PROPERTY COVERAGE PART CRIME AND FIDELITY COVERAGE PART EMPLOYMENT-RELATED PRACTICES LIABILITY COVERAGE PART EQUIPMENT BREAKDOWN COVERAGE PART FARM COVERAGE PART LIQUOR LIABILITY COVERAGE PART MEDICAL PROFESSIONAL LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART A. Paragraphs 2. and 3. of the Cancellation Com- currence, after the effective date of the policy, mon Policy Condition are replaced by the follow- of one or more of the following: ing: (1) Nonpayment of premium, including pay- 2. All Policies In Effect For 60 Days Or Less ment due on a prior policy we issued and If this policy has been in effect for 60 days or due during the current policy term cover- less, and is not a renewal of a policy we have ing the same risks. .= previously issued, we may cancel this policy (2) Discovery of fraud or material misrepre- by mailing or delivering to the first Named In- sentation by: sured, at the mailing address shown in the (a) Any insured or his or her representa- policy,and to the producer of record, advance tive in obtaining this insurance; or written notice of cancellation, stating the rea- "� son for cancellation, at least: (b) You or your representative in pursu- — a. 10 days before the effective date of can- ing a claim under this policy. _ cellation if we cancel for. (3) A judgment by a court or an administra- (1) Nonpayment of premium; or tive tribunal that you have violated a Cali- fornia or Federal law, having as one of its (2) Discovery of fraud by: necessary elements an act which materi- '— (a) Any insured or his or her repre- ally increases any of the risks insured �— sentative in obtaining this insur- against. ance; or (4) Discovery of willful or grossly negligent ti (b) You or your representative in acts or omissions, or of any violations of pursuing a claim under this pol- state laws or regulations establishing icy safety standards, by you or your repre- sentative, which materially increase any b. 30 days before the effective date of can- of the risks insured against. cellation if we cancel for any other rea- son (5) Failure by you or your representative to 3. All Policies In Effect For More Than 60 Days implement reasonable loss control - y quirements, agreed to by you as a condi - a. If this policy has been in effect for more than tion of policy issuance, or which were 60 days, or is a renewal of a policy we issued, conditions precedent to our use of a par- we may cancel this policy only upon the oc- ticular rate or rating plan, if that failure IL 02 70 0912 ©Insurance Services Office, Inc.,2012 Page 1 of 3 004291 materially increases any of the risks in- b. We may not cancel this policy solely be- sured against. cause the first Named Insured has: (6) A determination by the Commissioner of (1) Accepted an offer of earthquake cov- Insurance that the: erage; or (a) Loss of, or changes in, our reinsur- (2) Cancelled or did not renew a policy ance covering all or part of the risk issued by the California Earthquake would threaten our financial integrity Authority (CEA) that included an or solvency; or earthquake policy premium sur- (b) Continuation of the policy coverage charge. would: However, we shall cancel this policy if the (i) Place us in violation of California first Named Insured has accepted a new law or the laws of the state where or renewal policy issued by the CEA that we are domiciled;or includes an earthquake policy premium (ii) Threaten our solvency. surcharge but fails to pay the earthquake policy premium surcharge authorized by (7) A change by you or your representative in the CEA. the activities or property of the commer- c. We may not cancel such coverage solely cial or industrial enterprise, which results because corrosive soil conditions exist on in a materially added, increased or the premises. This restriction (c.) applies changed risk, unless the added, in- only if coverage is subject to one of the creased or changed risk is included in the following, which exclude loss or damage policy. caused by or resulting from corrosive soil b. We will mail or deliver advance written notice conditions: of cancellation, stating the reason for cancel- (1) Commercial Property Coverage Part lation, to the first Named Insured, at the mail- —Causes Of Loss—Special Form;or ing address shown in the policy, and to the producer of record, at least: (2) Farm Coverage Part — Causes Of Loss Form — Farm Property, (1) 10 days before the effective date of can- Para- (1) D. Covered Causes Of Loss - cellation if we cancel for nonpayment of Special. premium or discovery of fraud; or C. The following is added and supersedes any pro- (2) 30 days before the effective date of can- visions to the contrary: cellation if we cancel for any other reason listed in Paragraph 3.a. Nonrenewal B. The following provision is added to the Cancella- 1. Subject to the provisions of Paragraphs C.2. tion Common Policy Condition: and C.3. below, if we elect not to renew this 7. Residential Property policy, we will mail or deliver written notice, stating the reason for nonrenewal, to the first This provision applies to coverage on real Named Insured shown in the Declarations, property which is used predominantly for and to the producer of record, at least 60 residential purposes and consisting of not days, but not more than 120 days, before the more than four dwelling units, and to cover- expiration or anniversary date. age on tenants' household personal property We will mail or deliver our notice to the first in a residential unit, if such coverage is writ- Named Insured, and to the producer of re- ten under one of the following: cord, at the mailing address shown in the pol- Commercial Property Coverage Part icy. Farm Coverage Part—Farm Property—Farm 2. Residential Property Dwellings, Appurtenant Structures And This provision applies to coverage on real Household Personal Property Coverage Form property used predominantly for residential a. If such coverage has been in effect for 60 purposes and consisting of not more than four days or less, and is not a renewal of cov- dwelling units, and to coverage on tenants' erage we previously issued, we may can- household property contained in a residential cel this coverage for any reason, except unit, if such coverage is written under one of as provided in b. and c. below. the following: Page 2 of 3 0 Insurance Services Office, Inc.,2012 IL 02 70 09 12 Commercial Property Coverage Part to the changes in our reinsurance po- Farm Coverage Part-Farm Property-Farm sition. Dwellings, Appurtenant Structures And c. We will not refuse to renew such cover- Household Personal Property Coverage Form age solely because the first Named In- a. We may elect not to renew such cover- sured has cancelled or did not renew a age for any reason, except as provided in policy, issued by the California Earth- b.,c. and d. below. quake Authority, that included an earth- b. We will not refuse to renew such cover- quake policy premium surcharge. age solely because the first Named In- d. We will not refuse to renew such cover- sured has accepted an offer of earth- age solely because corrosive soil condi- quake coverage. tions exist on the premises. This restric- tion (d.) applies only if coverage is sub- However, the following applies only to in- ject to one of the following, which exclude surers who are associate participating in- loss or damage caused by or resulting surers as established by Cal. Ins. Code from corrosive soil conditions: Section 10089.16. We may elect not to renew such coverage after the first (1) Commercial Property Coverage Part Named Insured has accepted an offer of -Causes Of Loss-Special Form;or earthquake coverage, if one or more of (2) Farm Coverage Part - Causes Of the following reasons applies: Loss Form - Farm Property, Para- (1) The nonrenewal is based on sound graph D. Covered Causes Of Loss - underwriting principles that relate to Special. the coverages provided by this policy 3. We are not required to send notice of nonre- and that are consistent with the ap- newal in the following situations: proved rating plan and related docu- a. If the transfer or renewal of a policy, with- ments filed with the Department of out any changes in terms, conditions or Insurance as required by existing law; rates, is between us and a member of our (2) The Commissioner of Insurance finds insurance group. that the exposure to potential losses b. If the policy has been extended for 90 will threaten our solvency or place us days or less, provided that notice has '= in a hazardous condition. A hazard- been given in accordance with Paragraph ous condition includes, but is not lim- C.I. ited to, a condition in which we make claims payments for losses resulting c. If you have obtained replacement cover- ' from an earthquake that occurred age, or if the first Named Insured has within the preceding two years and agreed, in writing, within 60 days of the that required a reduction in policy- termination of the policy, to obtain that holder surplus of at least 25% for coverage. payment of those claims; or d. If the policy is for a period of no more �= (3) We have: than 60 days and you are notified at the (a) Lost or experienced a substantial time of issuance that it will not be re- newed. reduction in the availability or scope of reinsurance coverage; e. If the first Named Insured requests a -= or change in the terms or conditions or risks (b) Experienced a substantial in- covered by the policy within 60 days of crease in the premium charged the end of the policy period. for reinsurance coverage of our f. If we have made a written offer to the first "— residential property insurance Named Insured, in accordance with the "'— policies; and timeframes shown in Paragraph C.1., to renew the policy under changed terms or the Commissioner has approved a .— Ian for the nonrenewals that is fair conditions or at an increased premium p rate,when the increase exceeds 25/o. and equitable, and that is responsive IL 02 70 0912 ®Insurance Services Office, Inc.,2012 Page 3 of 3 004M CONTRACTOR'S SWORN STATEMENT AIND W &NTY REGARDING CONTINUING INSURANCE OBLIGATIONS FROM: PROJECT: Z61(dr-7 (Con r Name) — -Pro (Street Address) 4A- L/ (City,State and Zip) TO., CITY OF HUNTINGTON BEACH DECLARATION Attached hereto is a true and correct copy of the current Certificate of Insurance and Additional Insured Endorsement CG 2010 1185, which Certificate complies with the insurance requirements of the Contract by and between the City of Huntington Beach(City'}and the above-named Contractor('Contractor)for the above-described project(Project'). I declare under penalty of perjury under the laws of the State of California that the above statement is true and correct. Signed on 20 at &-e-A. , (Date) U(City,state) ��(2= L,re o Indi,,,:,_T_a(Signature o Individual Who is making Declaration) WARRANTY F Contractor hereby warrants and agrees to maintain Products and Completed Operations Insurance in compliance with the insurance requirements of the Contract for the Project. Said insurance shall be maintained through and until the expiration of all Warranties provided by Contractor. Said insurance shall contain Additional Insured Endorsement CG 2010 1185,naming City as an additional insured. Contractor shall supply to City,on at least an annual basis, a Certificate of Insurance and the aforementioned Endorsement evidencing continued coverage which meets the Contract requirements. Signed on -7 20 at (Date) (:Acjty,state) CONTRACTOR: Narne: &n1r, L/ By Name: T T_ itie: RECEIVED BY: CITY CLERK RECEIPT COPY Return DUPLICATE to City Clerk's Office (Name) after signing/dating (Date) �,Me CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION TO: City Treasurer FROM: City Clerk- DATE: �il,�6117 SUBJECT: Bond Acceptance I have received the bonds for (Company Name) CAPITAL PROJECTS (Includes CC's and MSC's) Performance Bond No. Z6, 9 .�ti Payment Bond (Labor and Materials) Bond No. / A 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 -7 //7Re: Tract No. Approved W/ — (Coup it Approval ate) CC No. � Agenda Item No. MSC No. City Clerk Vault No. �. Other No. SIRE System ID No. C -30 f t g:/forms/bond transmittal to treasurer i I PAYMENT BOND NUMBER: 1059656 (LABOR AND MATERIALS) KNOW ALL PERSONS BY THESE PRESENTS: WHEREAS,City of Huntington Beach(hereafter referred to as'City")has awarded to SANCON ENGINEERING, INC. 5841 ENGINEER j (name and address of Contractor) j (hereinafter referred to as"Principal"),a contras("Contract')for the work described as follows: 2016/2017 SEWER LINING PROJECT#CC-1544 — (Project Title) WHEREAS, Principal is required under the terms of the Contract and the California Civil Code to furnish a 4 bond to secure the payment of claims of laborers,mechanics,materialmen,and other persons as provided by i law, by a duly admitted surety insurer under the laws of the State of California (hereinafter referred to as `Surety");and i 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 G Contract;and i Surety has provided financial strength ratings from reputable companies,such as from,4M.Best,Moody's or Standard&Pool'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 undersigred Principal,and HANOVER INSURANCE COMPANY 5 HUTTON CENTPE DRIVE,#1060 SA TA A A, — h �� d (nam�ve antdd address of Surety) THREE HaUNDREDd II�ZTYuON��t� c3t�,SAK6, U MUNDRED SEVENTY-EIGHT DOLLARS AND f TWENTY CENTS— I dollars($_ ),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 j 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 Prihcipal,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%,Ath respect to wort;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 i 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 Seciion 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. I 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, E Surety further agrees to pay all court costs and a reasonable attorney's fee In an amount fixed by the court, i PA Y10 ENT BOND Page I of 2 1 5-4584/1 1 7357 f I i I i i 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.,ray 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. f{ Dated: SEPT. 5,2017 i i ATTEST SANCON ENGINEERING, INC. (Corporate Seal) (Pr cipal N e) By-, Name: Title: �fQ ATTEST HANOVER INSURANCE COMPANY I (Corporate Seal) (Surety am Cry: ; V Name: chael R. an an (Signature of Alt mey-In-Fact for ret`f) (Attach Attorney-in-Fact Certificate) a-415-3808 (Area Code 8 Telephone Number for Surety; I i APPROVED AS TO,-O3RM° By: tOichael E.Gales,`OtyAttorney vcrr I f f I i i Note: This bond must be executed in duplicate and dated,aR signatures must be notarized,and evidence of the eufhonty of any person signing as attorrey4n-fact must be attached. i PAYT1ENT BOrT Page 2 of 2 ;5-35S4Ill 7357 � I fI I ACKNOWLEDGMENT A notary pub or other officer compietireg ttus certificate verifies only the r at ttte who signed the doasrrrent th which this cerfifccabe is attadied,and not the UiAhUness,accuracy,or vabdity of that docu rierL State of California County of Los Angelest On LS D I-7 before me, NEVTNE E . .DYAD, NOTARY PUBLIC (insert name and tide of the officer) poly MMeared Mid R- Lmjm - who proved to me on the basis of Syr evidence to be the whose name(s)Wa w sum to the witiiin inshvment and wedged to me ttiat helms executed the saute in h�authorized �and that by hir.� sagrzat on the irmtrument the pers0r,(0),or the entity upon behalf of which the person(f acted,executed the Wit_ I certify under PENALTY OF PERJURY under the laws of the State of California that the fbregoir�g paragraph is true and correct. WITNESS my hand and ottica seal_ NEVINE F.AYAD `t COMM.#2024775 Notary Public-CaHlomia LOS ANGELES COUNTY de signature Ono mv Comm.Em.Qct.24,2m t� THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWERS OF ATTORNEY CERTIFIED COPY KNOW ALL MEN 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,do hereby constitute and appoint Michael R.Langan of Pasadena,CA and each is a 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,or,if the following line be filled in,only within the area therein designated any and all bonds,recognizances, undertakings,contracts of indemnity or other writings obligatory in the nature thereof,as follows: Any such obligations in the United States,not to exceed Ten Million and Noll00($10,000,000)in any single instance and said companies hereby ratify and confirm all and whatsoever said Attorney(s)-in-fact may lawfully do in the premises by virtue of these presents. These appointments are made under and by authority of the following Resolution passed by the Board of Directors of said Companies which resolutions are still in effect: "RESOLVED,That the President or any Vice President,in conjunction with any Vice President,be and they are hereby authorized and empowered to appoint Attorneys-in-fact of the Company,in its name and as its 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 power to attach thereto the seal of the Company.Any such writings so executed by such Attorneys-in-fact shall be as 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."(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 23rd day of January 2013. THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS AfQURANCE OMPANY OF AMERICA 1074 Robert Thomas,Vice President �i A`h ( THE COMMONWEALTH OF MASSACHUSETTS ) — COUNTY OF WORCESTER )ss. Ioe,A renstrom,Yie�President On this 23rd day of January 2013 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. •" BARBARAA.GARLICK Nctdry Public ConvronweaMofMass�lwsetts F�,1 /r_' C- C �,'�f � Ny Cormessix Es�t�s Sept Zt, Barbara A.Garlick, Notary Public My Commission Expires September 21,2018 I,the undersigned Vice President of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Companyof 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. This Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America. "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 any 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 September7,2001-Citizens Insurance Company of America) GIVEN under my hand and the seals of said Companies,at Worcester,Massachusetts,this 5th day of September 2017. THE HANOVER INSURANCE COMPANY MA SA HUSETT BAY I RA CE COMPANY ClT EN I SU CE OF AMERICA J. h I ete,Vice Pfes nt 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 September 6, 2017 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/s#eAhey executed the same in his/#ef/#4e+t=authorized capacity(+es), and that by his/#e theFf signature(6) on the instrument the person(&), or the entity upon behalf of which the person(6) 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.VIZCARRA COMM. #2166943 z rc . Notary Public•California a z Orange County Signature Comm.Expires Oct.30,2020 �' v ` (Seal) 9/12/2017 Company Profile COMPANY 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 NAIL #: 22292 Annual Statements California Company ID #: 2097-4 Quarterly Statements Date Authorized in California: O1/O1/1973 Company Complaint License Status: UNLIMITED-NORMAL Company Performance & Company Type: Property &Casualty Comparison Data Company State of Domicile: NEW HAMPSHIRE Enforcement Action 11 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&doFunction=getCompanyProfile&eid=5835 1/2 9/12/2017 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 9/12/2017 Surety Bonds-Certified Companies mare l action re Fiscal izree,.; .. hl6ex Glz)7 spy ':raining&Evers ReiFeed"Ns';)Sae: Search: Q t BUII6AG OF 1'liV *' , Fiscal Service Home About Us Our Programs wet,r,,t, Our Services News Contact Us - _ a arfs PubNcaiions �,�W � KI;� �a �✓ Yw -:e ..- Sfatemenis ;ie7`er r;ce Guir:a,=nce R1 uaJf< Department of the Treasury's Listing of Certified Companies sc3i:'ere=ice,rja a .,egizitr Certified Companies • Certified Reinsurer Companies Footnotes • Notes G id Goo! States Insurance Departments • Supplemental Changes to Circular 570 G,es,Bo,"k Download the complete listing of Certified Companies (146 KB) A15IcIQIEIFkaIHI!IJIKILIMINIQIPIQIRIa_I?IVIVIWIXIYIZ _inks`:;r Gove:nrnent A and Financiat ir!�S:tl�ticRS Updated July 1,2017 Unl!rs ra:f ndividuais ACCREDITED SURETY AND CASUALTY COMPANY,INC.(NAIC#26379) BUSINESS ADDRESS: PO Box 140855, Orlando, FL 32814. PHONE: (407)629-2131.UNDERWRITING Er,F, =,tfnss sur ,Ca LIMITATION b/:$2,307,000,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, Pa.yal tions and Guid.ante SC, SD,TN,TX, UT,VT,VA,WA,WV,WI,WY. INCORPORATED IN: Florida. ACE American Insurance Company(NAIC#22667) s`r"'� `"�' BUSINESS ADDRESS:436 Walnut Street P.O.Box 1000, Philadelphia, PA 19106. PHONE: (215)640-1000. UNDERWRITING LIMITATION b/:$281,237,000.SURETY LICENSES c,f/:AL,AK,AZ,AR, CA, CO,CT, DE, Background 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,VI,WA,WV,WI,WY. INCORPORATED IN: Getting Started Pennsylvania. Certified Companies ACE Property and Casualty Insurance Company(NAIC#20699) BUSINESS ADDRESS:436 WALNUT STREET, P.O. Box 1000, Philadelphia, PA 19106. PHONE: (215)640- 1000. UNDERWRITING LIMITATION b/:$215,758,000.SURETY LICENSES c,f/:AL,AK,AZ,AR, CA, CO, CT, Admitted Reinsurers 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,Wl,WY. INCORPORATED IN: Sureties Listing Pennsylvania. Forms ACSTAR INSURANCE COMPANY(NAIC#22950) BUSINESS ADDRESS:30 SOUTH ROAD,FARMINGTON,CT 06032. PHONE: (860)415-8400, Regulations&Guidance UNDERWRITING LIMITATION b/:$2,712,000. 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: Illinois. Correspondence Aegis Security Insurance Company(NAIC#33898) Contacts BUSINESS ADDRESS:P.O.Box 3153, Harrisburg,PA 17105.PHONE:(717)657-9671. UNDERWRITING LIMITATION b/:$5,554,000.SURETY LICENSES c,f/:AL,AK,AZ,AR, CA,CO,CT, DE, DC, FL,GA,HI, ID, IL, ;eyjs 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:Pennsylvania. uxy aF=ar d e tificzi.s ,z ALL AMERICA INSURANCE COMPANY(NAIC#20222) BUSINESS ADDRESS: P.O. BOX 351,VAN WERT,OH 45891 -0351. PHONE: (419)238-1010. UNDERWRITING LIMITATION b/: $15,262,000.SURETY LICENSES c,f/:AZ,AR,CA,CO, CT,GA, ID, IL, IN, Translate hftps://www.fiscal.treasury.gov/fsreports/ref/su retyBnd/c570_a-z.htm#h 1/23 9/12/2017 Surety Bonds-Certified Companies Granite State Insurance Company(NAIC#23809) BUSINESS ADDRESS: 175 WATER STREET, 18TH FLOOR, NEW YORK, NY 10038. PHONE: (212)770- 7000. UNDERWRITING LIMITATION b/:$3,203,000.SURETY LICENSES c,f/:AL,AK,AZ,AR,CA, CO, 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: Illinois. GRAY CASUALTY&SURETY COMPANY(THE)(NAIC#10671) BUSINESS ADDRESS: P.O. Box 6202,Metairie,LA 70009-6202. PHONE:(504)888-7790. UNDERWRITING LIMITATION b/:$1,463,000.SURETY LICENSES c,f/:AL,AZ,AR,CA, DC, GA, IL, KY,LA, MD, MS, MO, NV, NM, NY,NC, OK, PA,SC,TN,TX. INCORPORATED IN:Louisiana. GRAY INSURANCE COMPANY(THE)(NAIC#36307) BUSINESS ADDRESS: P.O.BOX 6202,METAIRIE,LA 70009-6202. PHONE:(504)888-7790. UNDERWRITING LIMITATION b/:$9,814,000.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:Louisiana. Great American Alliance Insurance Company(NAIC#26832) BUSINESS ADDRESS:301 E Fourth Street,Cincinnati,OH 45202. PHONE:(513)369-5000. UNDERWRITING LIMITATION b/:$3,036,000.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:Ohio. Great American Insurance Company(NAIC#16691) BUSINESS ADDRESS: 301 E Fourth Street,Cincinnati,OH 45202. PHONE:(513)369-5000. UNDERWRITING LIMITATION b/:$196,850,000.SURETY LICENSES c,f/:AL,AK,AZ,AR, CA, CO,CT, DE, DC, FL,GA,GU, HI, ID,IL, IN, IA,KS,KY, LA,ME,MD,MA, MI, MN, MS, MO, 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: Ohio. GREAT AMERICAN INSURANCE COMPANY OF NEW YORK(NAIC#22136) BUSINESS ADDRESS:301 E Fourth Street,Cincinnati, OH 45202. PHONE:(513)369-5000. UNDERWRITING LIMITATION b/:$4,818,000.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 York. Great Northern Insurance Company(NAIC#20303) BUSINESS ADDRESS:202E Hall's Mill Road,Whitehouse Station, NJ 08889. PHONE: (908)903-2000. UNDERWRITING LIMITATION b/:$50,416,000.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: 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/:$18,055,000.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,VI,WA,WV,WI,WY. INCORPORATED IN: Michigan. t Back To Top H Hanover Insurance Company(The)(NAIC#22292) BUSINESS ADDRESS:440 LINCOLN STREET,WORCESTER, MA 01653-0002. PHONE:(508)853-7200. UNDERWRITING LIMITATION b/:$136,684,000.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) BUSINESS ADDRESS:702 OBERLIN ROAD, RALEIGH,NC 27605-0800. PHONE: (919)833-1600. UNDERWRITING LIMITATION b/:$16,918,000.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/:$226,042,000.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. UNDERWRITING LIMITATION b/:$89,404,000.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: Translate https://www.fiscal.treasury.gov/fsreports/ref/suretyBnd/c570_a-z.htm#h 10/23 i i I i PERFORMANCE BOND NUMBER: 1059656 i KNOW ALL PERSONS BY THESE PRESENTS: �/�V)5RORS,City of Huntington Beach(hereafter referred to as`City" has by written agreement dated I u / I/I'--5841 INE'=RnD id Pio a contract with SANCON ENUfEERING, INC. (name and address of Contractor) (hereinafter referred to as`Pr'nci I' fo erfo nce f the work described as follows: 2016/17 SEWER LINING�'aR�J��T, ��-15 4 i (Project Title) i WHEREAS, said contract, and all documents referenced therein (hereinafter collectively "Contract"), are - incorporated herein by this reference made a part hereof as though set forth herein in full;and j 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 io provide bonds in the amount required by said Contra;and Surety has provided financial strength ratings from reputable companies,such as from A.M.Best,Moodyys,or Standard&Poors,to validate that Surety has positive ratings of being secure or i Stable; and i Surety is registered and listed with the California Department of Insurance, NOW THEREFORE we the under,i ned as Principal,and HANOVER INSU�2ANCE '6UPANY i (name and address of Surety) i as Surety,are held and firmlYYbouund unto C" in the e aI sum of THREE HUNDRED THIRTY ONE THOUSAND, FOUR HUNDRED SEVtN i Y EIGHTIND TVPV�tJTY CEN 16 --- Dollars ($331,478.20 ),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, f which may be incurred by the Obllgees by reason of the failure or default on the part of the Principal in he performance of any or allot 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 i 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 wori<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 i 15-45341I]7174 i I I i i I' C 13cmd No. 1059656 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§§2B45 and 2849. I 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 patty's proper legal name and that the individuals signing this instrument have been duly authorized pursuant to the authoe.ty 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:SEPT.5, 2017 I ATTEST SANCON ENGINEERING, INC. (Corporate Sea!) (Pri ipa me) By: Name: (-KLLt, 4L"5;OVL5 j -File: *1a ATTEST HANOVER INSURANCE COMPANY i (Corporate Seal) ($urety nee' j ey: A/I7 . Name: iC e n n (Signature of Atlo ay-in-Fact urety) (Attach Attorney-in-Fact Certificate) 71 -415-3808 (Area Code&Telephone Number for Surety) APPROVED AS TOO�R&t.- By: l — Z.'Michael E,Gates,City Attorney _ ,lj J✓ L,r f 5� . i I I f 4 [dote' This bond must be executed ip duplicate and dafed all signatures must be notarized,and evidence of the authority of any person signing as attorney-in-fact must be attached. I PERFORMANCE BOND I i Page.2 of 2 1 -4Sk41117174 l I i i I i ACKNOWLEDGMENT A notary pubbc or other officer conq*Bft this cerffumte vernies pdy the idery of the iwlividual who s ]he doaarerd to vMch#ft e anwhed,and rwt ft uug**Vm%aoammy.or of vot docuffma State of Cams County OF Los Arg e5 ) AOn vl 1 trade rne, NEVINE F. AYAD r NOTARY PUBLIC (Nmd nam and We Of fteofficer) Pay appeased Whad R Langan who primed W me on the t»of shy evdemm to be the subsenbed to the vAdin kmbunlent and adeowkdgW b the NW "'t1Ose d swm in or �and Out �rta�nt the Y sin bof whicfi the t cerbTy guider PENALTY OF PERJURY under the lays of ale St311e Of Caffornra Out the Pam~is tme and ooarect- ftx 1 WFNESS nW hand and official seal- ]'x NEVINE F.AYAD •t COMM.#2024775 t- Notary Pubk-Catftff a m v C A .ER.S .24,2000UNTY A Comm.E .Od.24,2020 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWERS OF ATTORNEY CERTIFIED COPY KNOW ALL MEN 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,do hereby constitute and appoint Michael R.Langan of Pasadena,CA and each is a 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,or,if the following line be filled in,only within the area therein designated any and all bonds,recognizances, undertakings,contracts of indemnity or other writings obligatory in the nature thereof,as follows: Any such obligations in the United States,not to exceed Ten Million and Noll00($10,000,000)in any single instance and said companies hereby ratify and confirm all and whatsoever said Attorney(s)-in-fact may lawfully do in the premises by virtue of these presents. These appointments are made under and by authority of the following Resolution passed by the Board of Directors of said Companies which resolutions are still in effect: "RESOLVED,That the President or any Vice President,in conjunction with any Vice President,be and they are hereby authorized and empowered to appoint Attorneys-in-fact of the Company,in its name and as its 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 power to attach thereto the seal of the Company.Any such writings so executed by such Attorneys-in-fact shall be as 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."(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 23rd day of January 2013. THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY °i+ram CITIZENS SURANCE OMPANY QF AMERICA y 211974 _ a Robert Thomas,�+'iee President THE COMMONWEALTH OF MASSACHUSETTS ) `_'= ' COUNTY OF WORCESTER )ss. toe renstrn7tn, i" President On this 23rd day of January 2013 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. OBAR A.CAR ARA LICKNotary GARea�Af Cortrmssien Etpt�s Sept 21,2418 Barbara A.Garlick, Notary Public My Commission Expires September 21,2018 I,the undersigned Vice President of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Companyof 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. This Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America. "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 any 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) GIVEN under my hand and the seals of said Companies,at Worcester,Massachusetts,this 5th day of September 2017. THE HANOVER INSURANCE COMPANY MA SA HUSETT BAY 1 CE COMPANY ClT EN I SU CE OF AMERICA J. hJ6! ete,VICB es nt 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 September 6, 2017 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 persons}whose name(s) is/ate subscribed to the within instrument and acknowledged to me that he'�,sheithey executed the same in his/4e+/t4&authorized capacity(ies), and that by his/4e4#4&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. =23 O COMM943 ZpN '1 m 0WITNESS m hand and official seal. = yy C 30.2020 Signature Y / (Seal) Dept. ID PW 17-046 Page 1 of 2 Meeting Date: 8/7/2017 CITY OF HUNTINGTON BEACH REQUEST FOR. CITY COUNCIL ACTION MEETING DATE: 8/7/2017 SUBMITTED TO: Honorable Mayor and City Council Members SUBMITTED BY: Fred A. Wilson, City Manager PREPARED BY: Travis K. Hopkins, PE, Director of Public Works SUBJECT: Award and authorize execution of a construction contract with Sancon Engineering, Inc. in the amount of$331,478.20 for the FY 2016/17 Sewer Rehabilitation Project, CC-1544; and, approve an appropriation in the amount of $40,000 Statement of Issue: On July 18, 2017, bids were opened for the FY 2016/17 Sewer Rehabilitation Project, CC-1544. City Council action is requested to award the construction contract to Sancon Engineering, Inc., the lowest responsive and responsible bidder. Financial Impact: Funds in the amount of $325,350 are available in the Sewer Fund Account No. 51189002.82600. An appropriation of$40,000 is requested from the undesignated Sewer Fund (511) fund balance. Recommended Action: A) Authorize the appropriation of $40,000 from the Sewer Fund undesignated fund balance to Sewer Fund Account No. 51189002.82600; and, B) Accept the lowest responsive and responsible bid submitted by Sancon Engineering, Inc. in the amount of$331,478.20; and, C) Authorize the Mayor and City Clerk to execute a construction contract in a form approved by the City Attorney. Alternative Action(s): Reject all bids and provide staff with an alternative direction. Analysis: The Engineering and Utilities Division coordinate the need for rehabilitation of existing sewer pipes based on maintenance history and video inspection. The scope of work for the project includes lining approximately 11,000 lineal feet of aged sewer main lines identified as a priority this year. The locations would benefit from lining as the existing pipes are either lined with calcium deposits from groundwater seepage through minor cracks and joints, or have joints offset by tree roots from adjacent mature trees located on parkways. These deposits and roots, which inhibit flow, will be removed prior to lining. Lining of the pipes is a trenchless operation performed by inserting a felt tube inside the existing pipe and curing the liner to form a replacement pipe. HB -93- Item 9. - I Dept. ID PW 17-046 Page 2 of 2 Meeting Date: 8/7/2017 The bids were publically opened on July 18, 2017. The verified bid amounts are listed below: Bidding Contractor Submitted Bid Verified Bid INSTIUFORM TECHHNOLOGIES $329 330.00 $329,330.00 SANCON ENGINEERING INC. $331,478.20 $331,478.20 NU-LINE TECHNOLOGIES 331 589.00 $331,589.00 SOUTHWEST PIPELINE $461,543.50 $461 543.50 The lowest apparent bidder, Insituform Technologies, was deemed non-responsive as they did not submit a required proof of chemical resistance in their bid submittal. Therefore, staff recommends award of the contract to Sancon Engineering, Inc., the lowest responsive and responsible bidder, in the amount of $331,478.20. The company has successfully completed similar sewer lining projects in the City. The total estimated project cost is estimated to be $365,350 which includes the construction contract and construction contingency. Public Works Commission Action: The Public Works Commission reviewed and approved the project on May 17, 2017, with a vote of 6-0-1 (Larkin Absent). Environmental Status: The project is categorically exempt pursuant to Class 1, Section 15301 (c) of California Environmental Quality Act. Strategic Plan Goal: Enhance and maintain infrastructure Attachment(s): 1. Location Map Item 9. - 2 xB -94- moo• � O U) BOLSA AVE CO NTS Q McF DDEN AVE. U H U)z U) Q EDI ER _Z pp U) Q RD Y p m p � H 252 0 Cy HEIL WE. 4 N N z Of O U) p } U p W of Of j U) ¢ WARNER A E. U) Q Q m RD p w = w 177 0 SQATER, AVE. 405 .o 9 TA BERT VE. EL IS AVE. GARFIELD AVE. N U) U) Q p N C� YORKTOWN AVE. _ �� 0,9sT U) LLJ pTAAMS U) AVE. m RD IN P u AVE. Q 44 PROJECT LOCATION g U)SEWER LINING LOCATIONS INCLUDE REPORTING AlLANTA z o HAVE. DISTRICT'S (RD) 177, 252 AND 447 pc', w Q RD 177 m 4,743 8" SEWER �9ti z :2 HAMIL ON A N/ RD 252 m 1,664 8"&10" SEWER RD 447 m 3,723 8" SEWER BANNING AVE. LEGEND RD BOUNDARY FY 2016/17 SEWER LINING PROJECT CC-1544 PROJECT LOCATION MAP 'J• >ft CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBLIC WORKS 1 OF 1 HEM -95- Item 9. - 3 7A, //7 7 A&//7 SECTION A NOTICE INVITING SEALED BIDS for the construction of FY 2016/17 SEWER LINING PROJECT CC No. 1544 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 P.M. on July 18, 2017. Bids will be publicly opened in the Council Chambers 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. http://www.huntingtonbeachca.Qov/government/departments/public works/Bids/ 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 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 11,000 lineal feet of eight-inch and ten-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. These deposits and roots, which inhibit flow, will be removed as part of the contract by contractor prior to lining. Traffic control plans will be required for the work on Edinger Avenue for each phase of the project. Lining of Edinger Avenue shall be performed between the hours of 10 pm and 6 am. Temporary bypass of any sewer services shall be provided as needed. The engineer's estimate of probable construction cost for the work included in the basis of award is $300,000. 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 6th day of September 2016, by Resolution No. 2016-58. Attest: /s/Robin Estanislau CITY CLERK OF THE CITY OF HUNTINGTON BEACH Esparza, Patty From: David Ward [daward@scng.com] Sent: Tuesday, June 20, 2017 11:15 AM To: Esparza, Patty Subject: Re: Legal ad for the HB Wave- CC-1544 Good morning Patty. Your notice is all set and ready to go. Ad#10968473 Run Dates 6/29, 7/6 & 7/13 Cost $945.00 PROOF i SECTION A NOTICE INVITING SEALED BIDS for the construction of FY,'X)16/17 SEWER LINING PROJECT CC No. 1544 in the CITY OF H UNTI INGTON BEACH PUBLIC NOTICE IS HEREBY GIVEN that the CITY OF HUN- TINGTON BEACH,as AGENCY, invites seated bids for the above stated projects and will receive such bids in the office of the City Clerk, Second Floor,200C Main Street, Huntington Beach, California 92648, up to the hour of 2:00 P.M.on July 16,2017. Bids will be pub- licly opened in the Council Chambers 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$3D.00 nonrefundable fee If sent by UPS ground delivery, (bidder shall pay additional costs for special delivery). Plans, Specifications, and contract docurrients can be downloaded free on AGENCY website. works/Bids? itfnqtonbectchco.go�eigovernmpnt/departmentsipublfc- Any contract entered into pursuant to this notice wil I 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 them wages for each craft, classification or type of workman needed to execute the contract shall be those determined by the Di- rector of Industrial Relations of the State of California,which are on file at the Office of the Director of Public %1krks, 20tO Main Street, Huntington Beach,CA92643. 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 Con- tract Code, Section 10263. The Contractor shall be beneficial ownerof the suretyand shall receive any,interest thereon, The AGENCY hereby affirmatively ensures that minority business enterprises will be afforded full opportunity to submit bids in re- sponse to this notice and will not be discriminated against on the ba- s[s 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 Pro- posal forms in conformance with the Instructions to Bidders as deter- mined by the AGENCY.The bid must be accompanied by a certified check, cashier's check, or bidders bond made payable to the AGEN- CY 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 verifica- tion by the AGENCY. In case of a variation between the unit price and the extension,the unit price will govern. Project Description: The proiect consists primarily of lining exist- Ing sewer pipes based on maintenance history and video inspection. The scope of work for the Project includes lining approximately 11,000 lineal feet of eight-inch and ten-inch diameter aged sewer main lines in locations In the areas of the City identified as a priority this year. These locations would beneflt from lining as the existing pipes are ei- ther 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. These deposits and roots, which inhibit flow,will be removed as part of the contract by contractor prior to lining. Traffic control plans will be re.- qufred for the work on Edinger Avenue for each phase of the project. Chino of Edinoer Avenue shall be performed between the twurs of 10 pm and 6 am. Temporary bypass of any sewer services sisal I be provided as needed. The engineers estimate of probable construction cost for the work in- cluded in the basis of award is 5300,000. The contract shall allow the Contractor Al working days to complete the contract. The AGENCY reserves the right to reiect any or all bids, to waive any irregularity and to take all bids under advisement for a maxi- mum period of 60 days. BY ORDER of the CITY COUNCIL of the CITY OF HUNTINGTON BEACH, the Athday of Septem4er2ll)116, by Resolu- tion No. Attest, �W Robin Estanislau CITY CLERK OF THE CITY OF HUNTI NGTON BEACH Publish.The Huntington Beach Wa,.T June 219,July 6,3,201 7 1 0968473 2 uj LO L �,as w m U�Q cc C%l =-�� 00 tit rrt n O J 7 38 NOIDNIIN11H NO V 38 N010NIAMH 3O A ilk 34 A ilO 415310 A110 k8310 A1.13 00 q WA S 1 mr Ltog 6S :I bid 81 inr LID? 03AI303d a3At33b CITY OF HUNTINGTON BEACH PROJECT NAME: 2016/17 SEWER LINING PORJECT CC#: CC-1544 BID OPENING DATE: 7/18/2017 TIME & LOCATION: 2:00 P.M. at Council Chambers ENGINEER'S ESTIMATE: $300,000.00 BIDS SUBMITTED (AS READ AT OPENING) BIDDER'S NAME FINAL APPARENT BID RANK AMOUNT AMPCO Contracting, Inc. Anaheim Hoffman Southwest Corp. Walnut Insituform, Fullerton 1 �� j�jU, 00 Nu-Line Technologies, Encinitas J S[lq,n 1 Sancon Engineering, Huntington Beach �_. 3�3/f 1-/ / 0,dD Southwest Pipeline, Torrance 7(L PTS 09222016 Version 15 CC1544 UNSUCCESSFUL BIDS CC- 1544 Sewer Lining Project Various Locations City of Huntington Beach 2000 Main Street ♦ Huntington Beach, CA 92648 (714) 536-5227 ♦ www.huntingtonbeachca.gov •�EB•l),�g09.P°' Office of the City Clerk + Robin Estanislau, City Clerk October 10, 2017 Insituform Technologies, LLC 17988 Edison Avenue Chesterfield, MO 63005 RE: Sewer Lining Project- CC-1544 Enclosed please find your original bid bond for CC-1544. Sincerely, �&4waltu) Robin Estanislau, CIVIC City Clerk RE:ds Enclosure Sister Cities: Anjo, Japan ♦ Waitakere, New Zealand SECTION C PROPOSAL for the construction of FY 2016/17 SEWER LINING PROJECT from VARIOUS LOCATIONS CC No. 1544 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 readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 SECTION C PROJECT BID SCHEDULE A PROJECT NAME, CC 1544 SEWER LINING LOCATIONS BID ITEMS Item _2a ,NO R W" IS ensfi Illy ............ �Zgqg mg, Rog,' g iONR'fflgi INS' I Mobilization 1 LS $7,200.00 $ 7,200.00 2 Cleaning and preliminary video inspection of 8" sewer main including tree roots and calcium removal 9,446 LF $6.00 $ 56,676.00 3 Install liner with approved epoxy or epoxy-vinyl ester-resin tube and post video inspection of 8"sewer main 9,446 LF $21.00 $198,366.00 4 Cleaning and preliminary video inspection of 10"sewer main including tree roots and calcium removal 684 LF $7.00 $4,788.00 5 Install liner with approved epoxy or epoxy-vinyl ester-resin tube and post video inspection of 10"sewer main 684 LF $25.00 $ 17,100.00 6 Grind and re-open sewer service lateral 278 EA $100-00 $27,800.00 7 Install&Maintain Construction BMP's 1 LS $1,500.00 $ 1,500.00 8 Manhole Rehabilitation (Depth 6'-7') 1 EA $4,700.00 $4,700.00 9 Traffic Control Plans on Edinger Avenue 1 LS $2 100.00 $2,100.00 10 Construction Traffic Control 1 LS $9,100-00 $9,100-00 TOTAL BID AMOUNT (BASIS OF AWARD)—SCHEDULE A $ 329,330.00 TOTAL BID AMOUNT IN WORDS: Three hundred twenty-nine thousand three hundred thirty dollars and zero cents Note: All extensions of unit prices will be subject to verification by Owner. In case verification is required between the unit price and the extension, the unit price will govern. The Owner reserves the right to reject any or all proposals and bid items. C-2.1 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% of amount bid in the amount of 10% which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting 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 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 8 Ayala Engineering 959385 A 1000005012 $4,100 1.2% 8482 E. Meadowridge St. Anaheim, CA 92808 Partial Performance Pipeline 825824 C-42 1000014327 $46,269 14% 2 & 4 5305 Industrial Drive Huntington Beach, CA 92649 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 7/18/17, at 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 Technologies, LLC Name of Bidder /,f AOM14- WkW& Signature of Bi er Whittney SchuUe, 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 FY 2016/17 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. Insituform Technologies, LLC Contractor By Whittney Schulte, Contracting&Attesting Officer Title Date: July 18, 2017 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 M No If the answer is yes, explain the circumstances in the space provided. Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code, each contractor to whom a public works contract has been awarded shall sign the following certificate. I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and 1 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: July 18, 2017 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 WSchultegAegion com Telephone Number Email Address 758411, A State Contractor's License No. and Class 1/26/1999 Original Date Issued 7/31/2018 Expiration Date The work site was inspected by M►KC GA`I-E-�of our office on JOL 4 J c , 20f7 . The following are persons, firms, and corporations having a principal interest in this proposal: Please see attached The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. Insituform Technologies L.L.0 Company Name Signature of Bi d Whittney Schulte, Contracting &Attesting Officer Printed or Typed Signature C-8 NOTARY CERTIFICATE Subscribed and sworn to before me this 18 day of July , 2017 . 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 St. Louis ) On July 18, 2017 before me, Laura Andreski,Notary Public 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. LAURA.M. A.P�':DRESK� WITNESS my hand and official seal. Notary Pu511c-fi,%tart'seal STATE OF NjiSSOURI St.Chartes county My commissioi cores: Jan.5, ]20 commss!nn# 11389653 Signature Signature of Notary Public (PLACE NOTARY SEAL ABOVE) C-9 Bidder's Project History For the purposes of this project, the bidder shall provide project history of similar work, specifically referencing the construction of{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."I. 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: Please see attached 1. Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed Provide additional project description to show similar work: 2. Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed Provide additional project description to show similar work: 3. Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed Provide additional project description to show similar work: C-10 Bidder's Critical Staff Listed below are the names of the bidders proposed Construction Project Manager, and Superintendent. For each of these critical positions, please list at least three projects for which the critical staff has performed similar work within the last five years. These projects do not have to be under the employment of the bidder of this project.Bidders are encouraged submit supplemental relevant project history in addition to the projects listed herein. l David Bibayan, PE Name of proposed Project Manager Telephone No. of proposed Project Manager: (949) 939-2979 NAVFAC- Marine Recruit Depot Sewer Rehab $715,410.59 1/30/17 Project Name & Contract Amount Type of Work Date Completed Ojai Valley Sanitary District-2016 Sewer Main Rehab $748,460.00 3/1/17 Project Name & Contract Amount Type of Work Date Completed City of Colton - FY15/16 Sewer Lining Project $1,370,000.00 9/15/16 Project Name & Contract Amount Type of Work Date Completed 2. Raul Ruiz Name of proposed Superintendent Telephone No. of proposed Superintendent: (562)413-1617 NAVFAC -Marine Recruit Depot Sewer Rehab $715,410.59 1/30/17 Project Name & Contract Amount Type of Work Date Completed Ojai Valley Sanitary District-2016 Sewer Main Rehab $748,460.00 3/1/17 Project Name & Contract Amount Type of Work Date Completed City of Colton- FY15/16 Sewer Lining Project $1,370,000.00 9/15/16 Project Name & Contract Amount Type of Work Date Completed C-11 /nsituform® Technologies, LLC David Bibayan, P.E. 19000 MacArthur Irvine, CA 92612 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. /nsituform® Technologies, LLC Raul Ruiz 19000 MacArthur Irvine, CA 92612 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 07/96 INSITUFORM TECHNOLOGIES, INC. to 3/98 1400 Orangethorphe Ave Fullerton, CA 92831 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 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/DLS E/Publ icW orks/SB854FactSheet-6.30.14.pdf DIR's Contractor Registration Link—Call (844) 522-6734 https://efiling.dir.ca.gov/PWCR/ActionServlet?action=displayPWCRegistrationForm DIR's Contractor Registration searchable database: https://efiling.dir.ca.gov/PWCR/Search.action I am aware and will comply with the provisions of Labor Code Section 177].](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 01 Whittney Schulte, Contracting&Attesting Officer Title Date: July 18, 2017 PWC Registration #: 100009689 C-12 State of Missouri County of St. Louis On 7/18/2017, before me, a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, personally appeared Barbara Buchhold known to me to be Attorney-in- Fact of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument in behalf of said corporation, and he duly acknowledged to me that such corporation executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year stated in this certificate above. Debra A. Woodard, Notary Publ' El ....is_:;•..�\ �JOi' 1! {✓; �:?lIC °w�(it6?t",J r''ia� 'Co Any Cornrn;SSl rl` 1G`zw)Olr, My Commission Expires: WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER POWER OF ATTORNEY TRAVELERSJ Farmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company 'Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company Attorney-In Fact No. 231637 Certificate No. 007161585 KNOW ALL MEN BY THESE PRESENTS: That Farmington Casualty Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company are corporations duly organized under the laws of the State of Connecticut, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that Fidelity and Guaranty Insurance Underwriters,Inc.,is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the"Companies"),and that the Companies do hereby make.constitute and appoint Andrew P.Thome,Dana A.Johnessee,Peter J. Mobs,Debra A.Woodard,Barbara Buchhold, Michael D.Wiedemeier,Amanda L.Williams, Georgina Fink,and Andrea McCarthy of the City of Chesterfield State of Missouri their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above,to sign,execute,seal and acknowledge any and all bonds,recognizances,conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons_,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF,the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed,this 27th day of March 2017 Farmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company or.sc,,�< iY �`"E�a'Ea'w,� -��µ�MS•� ::1�ns�Q,.� tvago we' TY �v,-1�Y.�A•.,ETY Eu O? D L oA•��YC ... 'ye ��" +9 J.............9`: y s ,�v.p 4 �p pvoaare`0 1 9 8 Z o 7t 977 �PORAitD v 4'•. m= �? -, :m£ a i `o-._ ` i a� MARiFGFl1, •MwomA z 3 4 go , a r �9J1 s �zc S�`'.SEAL;o1 a`..SEAL:'a1 CONN. o `9�` CCNN.�g S n a �� *� �'o�F„,',;;,�v°� �`rs':N�N�✓f iS... ..r�f°,! >di ��,r '�\� �,i� �f�/) 4e / State of Connecticut By: tY f` City of Hartford ss. Robert L.Raney,Senior Vie President On this the 27th day of March 2017,before me personally appeared Robert L.Raney,who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty 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. StA In Witness Whereof,1 hereunto set my hand and official seal. W w" My Commission expires the 30th day of June,2021. Maric C.Tetreault,Notary Public 58440-5-16 Printed in U.S.A. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER INSITUFORM TECHNOLOGIES,LLC ASSISTANT SECRETARY'S CERTIFICATE The undersigned,being the Assistant Secretary of lnsituform Technologies,LLC,a Delaware limited liability company,hereby certifies that: 1. The following is a true and correct excerpt from the Limited Liability Company Agreement of the Company: Appointments by the President. The President of the Company may from time to time appoint officers of the Company's operating divisions,and such contracting and attesting officers of the Company as the President may deem proper,who shall have such authority, subject to the control of the Board of Managers, as the President may from time to time prescribe. j 2. The President of the Company has,pursuant to the above authority,duly appointed Laura M. Andresid,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,(i)to certify and to attest the signature of any officer of the Company, (ii)to enter into and to 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)to execute and to deliver documents on behalf of the Company,and(iv)to take such other action as is or may be necessary and appropriate to carry out the project,activities and work of the Company. I IN WITNESS WHEREOF,l have hereunto affixed my name as Assistant Secretary this 21St day of April,2017. I i INSITUFORM TECHNOLOGIES, LLC j i By: April A. Greer Assistant.Secretary i I I i i i inS.4U.1orm T echooiogies.LL..;is a subsidi&ry o`Aegion Corporatior, LG) Insituf©rm INSITUFORM TECHNOLOGIES,LLC BOARD OF MANAGERS AND OFFICERS Current as of April 21,2017 BOARD OFMANAGERS ,.n f6 777777 ryF!r Charles R. Gordon Member, Board of Managers David A. Martin Member, Board of Managers David F. Morris Member, Board of Managers N& Fu w. OFFICERS Name Office Frank R. Firsching — President David F. Morris — Executive Vice President, Chief Administrative Officer and Secretary David A. Martin — Executive Vice President Stephen Callahan — Senior Vice President Kenneth L. Young — Senior Vice President and Treasurer Mark A. Menghini — Senior Vice President and Assistant Secretary Dawn Landmann — Senior Vice President—Tax Daniel P. Schoenekase — Vice President,General Counsel and Assistant Secretary Heidi Wilkinson — Vice President—Human Resources Dennis Pivin — Vice President—Safety Larry Mangels — Vice President and Chief Financial Officer H. Douglas Thomas — Vice President April A. Greer — Vice President and Assistant Secretary ACONTRACTING 9NDATTESTING0FFICERS Laura M. Andreski Janet Hass Jana Lause Diane Partridge Whittney Schulte Ursula Youngblood Business Address for Officers and Board of Managers: 17988 Edison Avenue Chesterfield, MO 63005 2 Insituform Technologies, LLC Chest Edison Avenue nsitufor Tel: 6 6.530.8 00 eld,MO 3005 I Fax:636.530.8744 An lierlion forupar�y www.insituform.com May 4, 2017 RE: Installer Certification Ladies and/or Gentlemen: 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 Euge e Zaltsman Sr. pplications Engineer i i Insituform Technologies, LLC 17988 Edison Avenue Chesterfield,MO 63005 Insituform- Tel: 636.530.8000 Fax:636.530.8744 An Aegran Gomprrrit www.insituform.com CERTIFIC.A,rE OF COMPLIANCE I I Date: May 8, 2017 Re: INSITUFORM TUBE MANUFACTURING i To Whom It May Concern This letter certifies that the Insituform tube for the above referenced project is manufactured in the United States of America by Insituform Technologies, LLC. and meets all relevant specifications for a cured-in-place pipe product: ASTM D 5813, ASTM F 1216, and ASTM F 1743. The Insituform tube has been manufactured in USA since 1981. In addition, the quality system used by Insituform Technologies, Inc. is ISO 9001 certified. Please contact us directly with any questions you may have. Sincerely, INSITUFORM TECHNOLOGIES, LLC - ---- ---- --------------------------------------------- Eugen Zaltsman Sr. Ap lications Engineer I i i i i i i i CONTRCT RS C� STATELICENSEBBOARD ACTIVE LICENSE F 758411 LLC ,. INSITUFORM TECHNOLOGIES LLC "x> 07/31/2018 www.csib.ca.gov Insituiorm Technologies,Inc. Client: Huntington Beach,CA 07n4117 Hme eonmeeN Project:FY 2016117 Sewer Lining Project Location: CA sh4weommem3 COMPOSITE PHYSICAL PROPERTIES aN<dsn 9h s4kr repulrc ern,y RESIN Flexural Modulus: 2W'OW psi pFESS/q�,. Flexural Strength: 5,000" p � F Flexural Modulus Retention to Account for fu Al /„ Long-term Elbete: W x p.. Safety factor 2 CY �` M25883 K-enhancement factor= 7 v-Polsson's Ratio= 0.3 EXP''�/3�2a� 1 w (0.3 typical for Insltutorm CIPP) FCHAN�C�� Soft Density 1zg s!'IIra81s q"c OF CA��E FIELD INPUT Manhole Dime..ExISHn9 O siliy Lmglh Depth romdwale Sol I.N.Load MinimumH ive LOa Pipe Imes Irwed Modulus DesignTMCWmsStreetm RR % 01t II pslHWV mmPSI Nominal Bid Thklemss A01 A02 8 FD 2 1 328 10 7.67 Iwo low 0 3.8 Sso 1.6 6.0 A02 A03 8 FD 2 1 333 10 7.67 1000 16000 0 3.6 53.0 7.6 6.0 A03 A04 B FD 2 331 10 7.67 10p0 16000 0 3.8 S3.0 1.6 6.0 AN A05 8 FD 2 330 10 7.67 1o00 Isew 0 3A 53.5 1.6 6.0 AOS A05x 8 FD 2 330 10 7.67 1000 low 0 3.8 M.9 1.6 6.0 AN AOSa 8 FD 2 331 10 7.67 1000 16000 0 3.8 6.7.0 1.6 6.0 A07 A08 0 FD 2 358 10 7.67 1000 16000 0 3.8 0.0 1.6 6.0 A08 AOOa a FD 2 1 279 10 7.67 1We 1saw 0 3.8 53.0 1.6 6.0 A09 A10 a FD 2 297 10 7.67 1000 ISM 0 3.8 53.0 1.6 6.0 oo A10 All 8 FD 2 200 10 7.67 loo0 la0 0 3.8 53.0 1.6 BO A1 Al2 8 FD 2 2 10 ].6] Iwo 16000 0 3.8 Ma 1.6 6.0 Al2 A13 8 FD 2 224 24 10 7.67 low 16000 0 3.6 0.0 1.6 6.0 A13 A13a 6 FO 2 330 10 7.67 1000 160DO 0 3.0 S3.0 1.6 6.0 A14 A15 8 FD 2 122 10 7.67 law 18000 0 3.8 530 1.6 6.0 A15 A15a 8 FD 2 329 10 7.67 1001000 16000 0 3.8 53.0 1.6 6.0 A16 Alba 8 FD 2 142 to 767 0 16000 0 3.8 53.0 1.6 6.0 A17 AI63 8 FD 2 279 10 7.67 1ON 160DO 0 3.8 53.0 1.6 6.0 Sol 8, 10 FD 2 4.754.4 1.3 6.0 56 10 7.83 I000 low 0 At] Af 6a 8 FD 2 2l9 10 7.6] 1000 18000 0 3A 53.0 1.6 8.0 Sol B02 10 FD 2 56 10 7.83 1000 low 0 4.7 U.4 1.3 6.0 B02 B03 f0 FD 2 208 10 7.83 low low 0 4.7 SA 1.3 6.0 B03 804 10 FD 2 340 10 7.0 IWO 16000 0 4.7 54.4 1.3 6.0 B04 B05 8 FD 2 339 10 7.67 1000 low 0 3.8 mo 1.6 6.0 B05 SOS 8 FD 2 362 10 7.67 IWO IBM 0 3.8 W.0 1.6 6.0 BO6 S06e 8 FD 2 279 10 7.67 IWO 16000 0 3.0 no 1.6 6.0 C01 CO2 8 FD 2 198 10 7.6] 1000 16000 0 3.8 53.o 1.6 6.0 CO2 C04 0 FD 2 257 10 7.6] IWO 16000 0 3.8 53.0 1.6 6.0 C04 COS B FD 2 141 10 7.67 low 16000 0 3.8 53A 1.6 6.0 COS C07 a FD 2 118A 10 7.67 1000 16000 0 3.8 53A 1.6 6.0 C07 COIa a FD 2 2M 10 7.67 1000 /Own 0 3.8 53.o 1.6 6.0 C08 calls 8 FD 2 190 10 7.67 1000 16000 1 0 3.8 v.o 1.6 6.0 CIO Cog B FD 2 252 10 9.67 1000 160M 0 3.5 s3.o 18 6.0 C09 C07a 8 FD 2 312 10 7.67 1000 16000 0 3.8 S3.0 1.6 6.0 CO3 C04 8 FD 2 252 10 7.67 low 1saw 0 3.8 53.0 1.6 a0 C11 C12 0 FD 2 310 10 7.67 1000 low 0 3.8 "s 1.6 6.0 C12 C13 8 FD 2 331 10 ].67 1000 16000 0 3.8 530 1.a 8.0 C13 C14 8 FD 2 264 10 ].6] 10pp 18000 0 3.B 530 L6N61C14 C15 8 FD 2 327 107.67 1000 low 0 3.8 530 I.6C15 C1ss 8 FD 2 301 10 7.67 ION low 0 3.8 536 1.6Cos C07 8 FD 2 212 10 7.67 law l o00 0 3.8 53.a 1.6 I ins tuform. 1/1 Last Refresh Date:03-17-2017 Contract Qualification Closed Projects ( 2013 - Present ) -Parameter Summary 03-31-2017 00190;00200 ' .a _ .a =r . r VLast Refresh Date:03-17-2017 Contract Qualification Closed Projects ( 2013 - Present) -Summary 15,247 73,272 88,519 8.591 113,526 210,340 663 324,529 20,644 8.830 29,474 16,024 6,182 570 60 108 22,944 3,863 3.863 8,158 1,425 410 1,012 11.005 15,325 1,390 16,715 8,031 8,031 7,812 19 7,831 775 815 1,590 1,059 1,059 812 15,089 15,901 13,268 13,268 3.668 612 4,280 1,190 745 1,935 17,505 _346 17,851 _ 640 _. .. ... .. 640 198 198 2,171 2,171 1,026 1,026 497 497 712 974 1.686 252,151 300,049 1,544 _ 470 20,799 575,013 V 111.7stufo m• 1/24 Last Refresh Date:03-17-2017 Contract Qualification Closed Projects ( 2013 - Present) -Detail Project JOE I Final Project Contract 1 Contract Job Number I Rate Project Description status Value Amount 190752 Sub GRANITE CONST.CO:CA DOT I HWY.101 PRUNEDALE,05-0161E4 JC $154,787 $192.203 Project Manager Hayes,Timothy B 03-03-2011 01-09-2014 121 121 2 324 324 Customer • 37 37 Department Of Transportation-State Department Of Transportation-State 133 133 of Califomia-*Main Office-Sacramento, of Califomia-District 05-San Luis CA Obispo 615 615 1120 N Street 1120 N Street Sacramento Sacramento Sacramento CA 95814-5605 Sacramento CA 95814-5605 +1 916 6533718 +i 916 6533718 DescriptionProject ME i troject Final Contract Contract Job Number Role Project 19075903 Prime SAN JOSE,CA-6809 ON-CALL I CONT.#2011-2013(WO#3) JC $73,938 $85,178 Hayes,Timothy B 10-10-2013 02-03-2014 21 21 0 0 p 210 210 360 360 City of San Jose,Ca-Transportation And Development Svcs City of San Jose,CA 200 East Santa Clara Street 200 East Santa Clara Street Santa Clara Santa Clara San Jose CA 95113 San Jose CA 95113 +1 408 5353500 +1 408 5353500 / I►situfarm. 2/24 Las[Refresh Date:03-17-201717 Fi Project Contract Con r Job Number 'Role Project Description Status Value Amo 11 Fi tract 19075904 Prime SAN JOSE,CA-6809 ON-CALL CONT.#2011-2013(WO#4) JC $313,338 $372.824 Project Manager .Date Project Close Date � Hayes,Timothy B 10-22-2013 05-30-2014 105 105 39 408 408 Customer Owner 2,344 2,344 City of San Jose,CA City of San Jose,CA 556 556 200 East Santa Clara Street 200 East Santa Clara Street 3,413 3,413 Santa Clara Santa Clara San Jose CA 95113 San Jose CA 95113 +1 408 5353500 +1 408 5353500 ProjectProject JOE Project Contract Contract Job Number Role Description 190766 Sub M SQUARED CONSTR.-1932J PVMT REN.REPL.MSC JOB#181 JC $114,849 $114.849 Project Manager d Date � Hayes,Timothy B 07-11-2012 09-19-2013 346 346 0 346 346 City of San Francisco,Ca-public City of San Francisco,Ca-public Works Dept.-bureau of Engineering Works Dept,-bureau of Engineering 1680 Mission Street 1680 Mission Street San Francisco San Francisco San Francisco CA 94103-2414 San Francisco CA 94103-2414 +1 415 5548325 +1 415 5548325 Fii Project Contract Contr Project Description Status a Arno'll 190769 Sub PRUDENT TECHNOLOGIES,INC. I CITY OF REDDING-BID NO.4486 JC $82,777 $70.192 Unknown 07-24-2012 07-25-2013 981 981 5 981 981 Customer Owner City of Redding.CA City of Redding,CA 20055 Viking Way,Bldg 3 20055 Viking Way,Bldg 3 20055 Viking Way Building 3 20055 Viking Way Building 3 Bldg 3 Bldg 3 Shasta Shasta Redding CA 96003 Redding CA 96003 +1 530 2246069 +1 530 2246069 3/24 � � Last Refresh Date:03-17-2017 Project Contract Contract Job Number Role Project Description Value Amount I• Final 190770 Sub STEWART ENGINEERING-CALTRANS I No.03A2092,NEVADA CO.,HWY 49 JC $0 $147,219 Project Manager Bid Date i'Project Close Date _.F Unknown 01-25-2013 07-28-2013 1E. 198 0 198 198 Department Of Transportation-State Granite Construction-Santa Clara,CA of California-District 03-MarysAlle,CA 585 W BEACH ST 703 B Street Santa Clara Yuba Santa Clara CA MarysNlle CA 95901 +1 4083277000 +1 530 7414211 Project JDE i Project Contract: Contract Job Number RoleFinal Status Value Amount - 190771 Prime SANTA CRUZ CA,SAN LORENZO SAN LORENZO SIPHON PIPE LINING JC $276,815 $339,171 Project Manager Bid Date Unknown 05-30-2013 10.11-2013 445 445 0 ® 445 445 Customer Owner City of Santa Cruz,CA City of Santa Cruz,CA 809 Center Street Suite 201 809 Center Street Suite 201 Santa Cruz Santa Cruz Santa Cruz CA 95060-3826 Santa Cruz CA 95060-3826 +1 831 4205160 +1 831 4205160 Final Project 1 Project Contra ct Contract Job Number Role Project Description Status "Il.e 11 Amount 19077201 Sub SACRAMENTO AREA SWR DIST(SASD) FRUITRIDGE RD TRUNK LINING PRJ JC $116,086 $114,583 Project Manager Bid Date I Project Close Date Gann,Richard 03-12-2015 07-09-2015 1,159 1,159 0 1,159 1,159 Sacramento Area Sewer District Sacramento Area Sewer District 9660 Ecology Lane 9660 Ecology Lane Sacramento Sacramento CA 95851 Sacramento CA 95851 +1 916 8756470 +1 916 8756470 L/Jltuform' 4/ /�•� Last Refresh Date:03-17-201717 Fi tet Description Project Contract C'mr% Project JDE Job Number Role Status Value AmoLW 19077202 Prime SACRAMENTO AREA SWR DIST(SASD) PO#81175782-RELEASE 02 JC $271,524 $251,799 Rizo,RobertoJ 12-30-2015 03-30-2016 3.199 3,199 73 555 555 • r 479 479 Sacramento Area Sewer District Sacramento Area Sewer District 666 666 9660 Ecology Lane 9660 Ecology Lane Sacramento Sacramento 1,145 3,754 4,899 Sacramento CA 95851 Sacramento CA 95851 +1 916 8756470 +1 916 8756470 Final Project Contract Contract 190773 Sub LOS ALTOS,CA-#13-10&13-04 SWR COLL.SYS UPGRADE/REPAIRS JC $823.193 $979.512 Project Manager Bid Date Project Close Date Boyer,William Spencer 07-30-2013 06-04-2014 r 896 896 1 313 313 • 840 840 City of Los Altos,CA City of Los Altos,CA 287 287 1 N San Antonio Road 1 N San Antonio Road 2,336 2,336 Santa Clara Santa Clara Los Altos CA 94022-3000 Los Altos CA 94022.3000 +1 650 9472700 +1 650 9472700 7 Final Project JDE roject Contract Contract I I Value Amount 190774 Prime RANGER PIPELINES,INC. REHAB SANITARY PJT.#107-12 JC $142,512 $149,751 Project Manager Bid Date Project Close Date Boyer,William Spencer 06-25-2013 0530-2014 32 32 1 _.. __.. 454 454 • 382 382 City of Emeryville,CA City of Emeryville,CA 868 868 1333 Park Avenue 1333 Park Avenue Alameda Alameda Emeryville CA 94608-3517 Emeryville CA 94608-3517 +1 510 5964330 +1 510 5964330 V insi ul Vl m• 5/24 Last Refresh Date:03-17-2017 Jobmber Nu lr.,.c,D.--r"." u S Value Amount 190775 Prime NEVADA IRRIGATION DIS,M2013-03 GODWIN SIPHON REHAB PROJECT JC $123,700 $196,868 Project Manager •DateProject CloseDate Boyer,William Spencer 05-16-2013 05-06-2015 1,390 1,390 0 1,390 1,390 Nevada Irrigation District Nevada Irrigation District 1036 W Main Street 1036 W Main Street Nevada Nevada Grass Valley CA 95945 Grass Valley CA 95945 +1 530 2716801 +1 530 2716801 Project JOE Project contract Contract' Job Number iRole Project Description status Value Amount 190777 Prime EAST BAY MUD-ALAMEDA,CA VERSAILLES INTERCPTR NSD-354 Jc $1,248,760 $1,194,304 Boyer,William Spencer 11-06-2013 08-01-2014 3,158 3,158 0 3,158 3,158 Customer • - East Bay Municipal Utility District- East Bay Municipal Utility District- Oakland,CA Oakland,CA 375 11th Street 375 11th Street Alameda Alameda Oakland CA 94607-4246 Oakland CA 94607-4246 +1 510 2870142 +1 510 2870142 ® Final ' Role Project Description Value i Amount 190778 Prime CERES,CA-2014 SWR REHAB 2014 SEWER REHAB#2014-29 JC $125,885 $127.156 Gann,Richard, 03-20-2014 06-19-2014 1,145 1,145 84 2,435 2,435 • - 3,580 3,580 City of Ceres,CA City of Ceres,CA 2720 Second Street 2720 Second Street Stanislaus Stanislaus Ceres CA 95307-7505 Ceres CA 95307.7505 +1 209 5385700 +1 209 5385700 b1situform 6, Last Refresh Date:03-17-201717 Project contract Job Number Role Project Description �P;":.:t 'lue mo 190779 Prime STEGE SANITARY DIST. I HOFFMAN MARSH SANI#14203 JC $114,150 $121,350 ManagerProject Gann,Richard 04-08-2014 06-28-2014 474 474 0 474 474 ownerCustomer Stage Sanitary District Stege Sanitary District 7500 Schmidt Lane 7500 Schmidt Lane Contra Costa Contra Costa El Cerrito CA 94530-0537 El Cerrito CA 94530-0537 +1 510 5244668 +1 510 5244668 Project 1 Project Contract Job Number JR.Ia Project Description Status Value Am., 190780 Prime SANTA CRUZ,CA-FAIR AVE. I FAIR AVE.SEWER PROJECT JC $308,081 $301,831 Gann,Richard 04-17-2014 07-27-2014 3,939 3,939 34 3,939 3,939 Customer j owner City of Santa Cruz,CA City of Santa Cruz,CA 809 Center Street Suite 201 809 Center Street Suite 201 Santa Cruz Santa Cruz Santa Cruz CA 95060-3826 Santa Cruz CA 95060-3826 +1 831 4205160 +1 831 4205160 Final Co Job"..bar �Role Project Description Status Value Amount 190781 Sub J.HOWARD ENGINEERING,INC. I EMBARCADERO I DENNISON AREA JC $192,000 $197,134 Gann,Richard 05-22-2014 07-02-2014 108 108 16 2,421 235 2,656 • 2,421 343 2,764 City of Oakland,CA City of Oakland,CA 250 Frank H Ogawa Plaza ,250 Frank H Ogawa Plaza Alameda Alameda Oakland CA 94612.2010 Oakland CA 94612-2010 +1 510 2383437 +1 510 2383437 kitsit!Awm. 7/24 Last Refresh Date:03-17-2017 Final Project JDE Project Contract Contract Job Number ':Role Project Description Status Value Amount 190782 Prime MERCED,CA-#1140009 HWY 59 &COOPER AVE.SWR-PHASE 2 JC $528,965 $598,197 Project Manager Bid Date Gann,Richard 07-17-2014 11-15-2014 400 400 4 1,380 19 1,399 • • 775 815 1,590 City of Merced,CA City of Merced,CA 2,555 834 3,389 678 W 18th Street 678 W 18th Street Merced Merced Merced CA 95340-4708 Merced CA 95340-4708 +1 209 3856800 +1 209 3856800 Final or Contract Contract Project Description '�ta Value Amount 190783 Prime NAPA SANITATION DIST-CIP 14702 N.NAPA CIPP LINING PROJECT Jc $527.053 $634,332 Project Manager Bid Date----- Project Close Date Gann,Richard 08-19-2014 02-26-2015 990 990 15 3,488 3,488 Customer Owner 4,638 4,638 Napa Sanitation District,Ca Napa Sanitation District 9,116 9,116 935 Hartle Court 935 Hartle Court Napa Napa Napa CA 94558 Napa CA 94558 +1 707 2586000 +1 707 2586000 Final Project JOE Project Contract i Con ract Job Number Role Project Description status Value Amount 190784 Prime SACRAMENTO AREA SWR DIST(SASD) FRANKLIN BLVD.39"LINING PROJ. JC $190,042 $187.446 ManagerProject Date 1� Gann,Richard 0&14-2014 11-10-2014 745 745 0 745 745 Customer Owner Sacramento Area Sewer District Sacramento Area Sewer Disinct 9660 Ecology Lane 9660 Ecology Lane Sacramento Sacramento Sacramento CA 95851 Sacramento CA 95851 +1 916 8756470 +1 916 8756470 lnsitus■[7l_.,m. 8124 Last Refresh Date:03-17-2017 DescriptionCo Final Project JOE Project Contract ntract 190785 Prime CARSON CITY PRJ#1415-018 PLEASANT DR.SEWER REHAB JC $109,432 $111,842 Project Manager .•.- • ®®" Chalk,Todd S 09-11-2014 01-30-2015 1,035 1,035 10 1,035 1.035 OwnerCustomer City of Carson City,Nv City of Carson City,Nv 3505 Butti Way 3505 Butt!Way Carson City Carson City Carson City NV 89701 Carson City NV 89701 +1 775 8872355 +1 775 8872355 DescriptionFinal Project JOE 1�Project Contract Contract Job Number IRole Project 190786 Prime MAGGIORA8GHILOTTI,INC. MAGNOLIA TRUNK LINE#7620 JC $186.476 $261,988 Gann,Richard 08-11-2014 05-01-2015 477 477 3 555 555 • 404 404 Ross Valley Sanitary District#1 Ross Valley Sanitary District#1 522 522 1301 Andersen Drive 1301 Andersen Drive 125 125 Mann Madn San Rafael CA 94901 San Rafael CA 94901 2,083 2,083 +1 415 2592949 +1 415 2592949 !,roject Contract Contract ®Role 1�Project 190787 Sub SNL GROUP,INC.-REDDING,CA CITY OF REDDING-SOUTH ST.PRJT JC $98,987 $131,779 Gann,Richard 10-20-2014 0407-2015 158 1, 29 � 1,589 1,589589 • 3,280 3,280 SNL Group City of Redding,CA 20055 Viking Way,Bldg 3 20055 Viking Way Building 3 unknown Bldg 3 Shasta Shasta Redding CA 96001 Redding CA 96003 +1 555 5551212 +1 530 2246069 Insitufivrm 9/24 Last Refresh Date:03-17-2017 Final Project JOE Project contract Contract Job Number Role status Value Amount 190788 Prime MYERS&SONS CONST.,LP I HEADWORKS PUMP#144412 JC $163,590 $163,400 ManagerProject Gann,Richard 02-06-2015 03-04-2015 380 380 0 380 380 Customer Owner Vallejo Sanitation&Flood Control Vallejo Sanitation&Flood Control District District 450 Ryder Street 450 Ryder Street Solano Solano Vallejo CA 94590 Vallejo CA 94590 +1 707 6448949 +1 707 6448949 ®' Project Contract Contract: 190789 Prime WASHOE CO.,NV-LEMMON VALLEY PWP-WA-2015-036 LEMMON VALLEY JC $483,269 $488,874 Ganesan,Sethuraman 01-13-2015 05-21-2015 4.828 4,828 82 8,086 8,086 • 12,914 12,914 Washoe County Community Services Washoe County Community Services Department-Water Resources Department-Water Resources 4930 Energy Way 4930 Energy Way P.O.Box 11130 P.O.Box 11130 Washoe Washoe Reno NV 89502 Reno NV 89502 +1 775 3282040 +1 775 3282040 Final Project Contract Contract ®Role Description 190790 Prime SACRAMENTO COUNTY-No.4267 ROOT MITIGATION-PRJT,2 Jc $924,226 $905,790 ManagerProject Gann,Richard 02-05.2015 10-21-2015 7,403 12,050 19,453 354 7,403 12,050 19,453 Customer Owner Sacramento Area Sewer Distract Sacramento Area Sewer District 9660 Ecology Lane 9660 Ecology Lane Sacramento Sacramento Sacramento CA 95851 Sacramento CA 95851 +1 916 8756470 +1 916 8756470 Insituform. 10/24 Last Refresh Date:03-17-2017 Final n[Project-11a.".. Project Contract ContractStatus Value Amount 190791 Sub HAL HAYS CONSTRUCTION,INC. I DB REPAIR WASTEWATER SYSTEM JC $519,910 $445.839 Gann,Richard 09-16-2014 11-06-2015 196 196 69 5,166 5,166 • 313 313 US Air Force-Beale AFB, US Air Force-Beale AFB. 450 450 Beale AFB Beale AFB 500 500 Yuba Yuba Beale AFB CA 95903 Beale AFB CA 95903 1,135 1,135 +1 530 6343000 +1 530 6343000 215 215 7,975 7,975 Project FinalProject Contract Contract DescriptionJob Number i Role Irroject �Status 190792 Prime SANTA ROSA CA,CT#C01812,ROBLES ROBLES TRUNK SEW.LINING,WALKER JC $1,582,326 $1,577,764 Project Manager .Date I Project 'Date 05-12-2015 10-09-2015 350 350 0 _. 640 640 • 1.646 1,646 City of Santa Rosa,CA City of Santa Rosa,CA 2,636 2,636 69 Stony Circle 69 Stony Circle Sonoma Sonoma Santa Rosa CA 95401-9506 Santa Rosa CA 95401-9506 +1 707 5433930 +1 707 5433930 Final Pmect Contract:, Contract ®Role Description 190793 Prime MINK CREEK H.O.A-COLFAX,CA I CULVERT CIPP REHAB JC $203,060 $193,478 ROOM-p-RIME Gann,Richard• 04-16-2015 10-09-2015 631 631 0 631 631 FREI Realty FREI Really 8340 Auburn Blvd.,Ste.100 8340 Auburn Blvd.,Ste.100 Sacramento Sacramento Citrus Heights CA 95610 Citrus Heights CA 95610 +1 916 7228110 +1 916 7228110 _ V Insituform- 11/24 Last Refresh Date:03-17-2017 Pi.o,,uc1 Contract Contract I.Number Role ject Description Value Arriount 190796 Prime SACRAMENTO COUNTY-No.4304 ROOT MITIGATION-PRJT.3 JC $1,304,801 $1,257,836 Rizo,Roberto J O1-07-2016 06-24-2016 889 24,925 25,84 593 336 336 336 • 889 25,261 26,150 Sacramento Area Sewer District Sacramento Area Sewer District 9660 Ecology Lane 9660 Ecology Lane Sacramento Sacramento Sacramento CA 95851 Sacramento CA 95851 +1 916 8756470 +1 916 8756470 ject i Contract Contract latus ro Job Number IRole Lect Description Value I Amount 200174 Prime MONTECITO SANITARY DIST_2012 SEW.MAIN REHAB PJ.,BID#100-12 JC $563,027 $572.301 Unknown 04-17-2012 04-09-2014 3,2 14,898 18 142 � 286 86 28 286 Customer Owner 3,539 14,898 18,437 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 Final Project Contract Contract Project Description Status Value Amount'i 200177 Prime BEVERLY HILLS,CA I SWR PIPELINE 8 MHU VAR.LOC JC $4,737,872 $4,908,852 Project Manager Bid Date Project Close Date Calvarto,Leonardo Ismael 06-08-2012 03-27-2015 21,576 21,576 2,247 673 74,740 75,413 • 5.608 5,608 City of Beverly Hills,CA City of Beverly Hills,CA 5,716 5,716 City Hall 345 N.Foothill City Hall 345 N.Foothill 248 1,425 1,673 City Hall 345 N Foothill City Hall 345 N Foothill Los Angeles Los Angeles 921 109,065 109,986 Beverly Hills CA 90210 Beverly Hills CA 90210 +1 310 2852500 +1 310 2852500 �! 12/24 i✓ it sfs.tuform Last Refresh Date:03-17-2017 ProjectPro I JOE ject Contract Co ber Role Project Description Status Value Amo 200179 Prime VISTA CA, CIP#8164 GRAVITY MAIN DUCTILE IRON PIPE JC $2.673.117 $2,729.955 Unknown 06-13-2012 04-01-2013 1,585 1.585 0 1,585 1,585 Customer Owner City of Vista,CA City of Vista,CA 600 Eucalyptus Avenue 600 Eucalyptus Avenue San Diego San Diego Vista CA 92085-1988 Vista CA 92085-1988 +1 760 7261340 +1 760 7261340 Project F Final DescriptionJob Number �Role Project 200180 Prime VISTA CA, CIP#8165 AGE/CONDITION RELATED SWR REHB JC $3,025,200 $3,068,878 Rubio,Jeffrey Louis 08-29-2012 05-02-2014 305 54,669 663 51,637 1,039 61 61 • 1,317 122 1,439 City of Vista,CA City of Vista,CA _ 1,683 54,791 663 57,137 600 Eucalyptus Avenue 600 Eucalyptus Avenue San Diego San Diego Vista CA 92085-1988 Vista CA 92085-1988 +1 760 7261340 +1 760 7261340 Final Jo0b Number Role —T"..'a-C-s-ption status Vaa We Amount: 200181 Prime COLTON,CA I 11TH STREET SWR MAIN REHAB. JC $45,005 $41,357 Rubio,Jeffrey Louis 11-18-2012 06-15-2013 332 332 0 332 332 Customer Owner City of Colton,CA City of Colton,CA 1201 S Rancho Avenue 1201 S Rancho Avenue San Bernardino San Bernardino Cotton CA 92324-3342 Cotton CA 92324-3342 +1 909 3705179 +1 909 3705179 VInsitu{nrm. 13/24 Last Refresh Date:03-17-2017 Project Final DescriptionJob Number Role Project Value Amount 200182 Prime CUCAMONGA VALLEY WATER DIST. SEWER MAIN RELINING AT VAR.LOC JC $48.925 $48,835 Rubio,Jeffrey Louis 01-09-2013 02.28-2013 2,115 2,115 0 2,115 2,115 Cucamonga Valley Water District Cucamonga Valley Water District 10440 Ashford St. 10440 Ashford Street San Bernardino Rancho Cucamonga CA 91729-0638 Rancho Cucamonga CA 91729-0638 +1 909 9872591 +1 909 9872591 Pr ject Final 1.0b Number IRole toject Descriplion status Value Amount 200183 Prime LA MESA,CA-BID#13-12 STORM DRAIN REHAB-VARIOUS LOC JC $932,631 $915,328 Rubio,Jeffrey Louis 02-05-2013 08-23-2013 1,393 1,393 7 1,069 1,069 • 126 126 City of La Mesa,CA City of La Mesa,CA 1,252 1,252 8130 Allison Avenue 8130 Allison Avenue 646 646 San Diego San Diego La Mesa CA 91941 La Mesa CA 91941 712 712 +16196671152 +16196671152 5,198 5,198 Project ■ DescriptionAnnoLW- 200185 Prime CULVER CITY,CA-P-906 (PH II&III)BRADDOCK#P-984 JC $3,855,236 $4,687,734 'Project Manager Bid Date Project Close Date Rubio,Jeffrey Louis 12-13-2012 08-29-2014 2,443 9,353 11,796 2.695 20,375 48,641 69,016 Customer • 4,984 343 5.327 City of Culver City,CA City of Culver City,CA 2,156 2,156 9770 Culver Boulevard 9770 Culver Boulevard Los Angeles Los Angeles 767 189 956 Culver City CA 90232-2703 Culver City CA 90232-2703 38 38 +13102535600 +1 310 2535600 1 30,763 58,337 189 89.289 Phlat'Uform` 14124 .. Last Refresh Date:03-17-2017 Project • Job Number '[Role Project Description Status Val 200186 Prime LAKE ARROWHEAD COMMUNITY SVCS DAM TO TUNNEL PHASE II JC $1,693,555 $1,754,322 Rubio,Jeffrey Louis 02-26-2013 07-03-2013 528 528 0 3,708 3,708 • 230 230 Lake Arrowhead Community Services Lake Arrowhead Community Services 4,466 4,466 Distr Distr 28200 State Highway 189 Lower Village S 28200 State Highway 189 Lower Village S San Bernardino San Bernardino Lake Arrowhead CA 92352 Lake Arrowhead CA 92352 +1 909 3378555 +1 909 3378555 DescriptionFii Contract Contr Project 200187 Sub CDM CONSTRUCTORS,-THERMAL,CA COACHELLA VALLEY WATER-62ND JC $4.079.046 $4,181,330 Project Manager Bid Date Project Close Date Rubio,Jeffrey Louis 02-19-2013 06-16-2014 410 410 0 . 10,939 10,939 • - 15,335 15,335 CDM Constructors Inc Coachella Valley Water District 26,274 410 26,684 9220 Cleveland Avenue 85995 Ave 52 Suite 100 PO Box 1058 San Bernardino Riverside Rancho Cucamonga CA 91730 Coachella CA 92236-1058 +1 909 5793500 +1 760 3982651 DescriptionFinal Project JDE Project Contract Con ract Job Number Role Project 200189 Prime GARDENA,CA-2013(JN 863) SWR RHB 2013 VARIOUS LOCATIONS JC $216,262 $329,489 I Project Manager Bid Date Rubio,Jeffrey Louis 03-06-2013 12-17-2013 326 4,676 5,002 216 229 344 315 888 custom Owner 555 5,020 315 5,690 City of Gardena,CA City of Gardena,CA 1700 W 162nd Street 1700 W 162nd Street Los Angeles Los Angeles Gardena CA 90247-3732 Gardena CA 90247-3732 +1 310 2179568 +1 310 2179568 /■1s/�/+tufarm. 15124 Last Refresh Date:03-17-2017 Final Project JOE Project Contract Contract Job Number lRole Project Description A_ 11 Value t_ Amount 200190 Prime YORBA LINDA,CA-HIDDEN HILLS GREEN MT.PL.TO HIGH TREE CIR JC $148,737 $153.025 Project Manager I .Date 'I Project Close Date Rubio,Jeffrey Louis 03-07-2013 06-21-2013 1,018 •1,018 1 1,018 1,018 Customer Owner City of Yorba Linda,CA City of Yorba Linda,CA 4845 Casa Loma Avenue 4845 Casa Loma Avenue Orange Orange Yorba Linda CA 92886-3364 Yorba Linda CA 92886-3364 +1 555 5551212 +1 555 5551212 ® Final bRole Project Description Status Value Amount 200191 Prime COUNTY SANI DIST No.21-LA CO I CLAREMONT OUTFALL-POMONA.CA JC $548,380 $552,038 Rubio,Jeffrey Louis 06-04.2013 02-03-2014 4,260 4,260 2 3,263 3,263 Customer Owner 7,523 7,523 Los Angeles County Sanitation District Los Angeles County Sanitation District -Headquarters-Whittier -Headquarters-Whittier 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 Final a 1 Project 'Contract Contract ............ Project Descriptio status Value Amount 200192 Prime VALLEY SANITARY DISTRICT I PIPELINE REHAB.#4 JC $132,594 $124,378 Project Manager Bid•- Date �■ Rubio,Jeffrey Louis 03-27-2013 06-20-2013 1.409 4.409 102 4,409 4,409 customer Owner Valley Sanitary District-Indio,Ca Valley Sanitary District-Indio,Ca 45500 Van Buren Street 45500 Van Buren Street Riverside Riverside Indio CA 92201-3435 Indio CA 92201-3435 +1 760 3472356 +1 760 3472356 6I1whiform• 16/ Last Refresh Date:03-17-201717 Project Final Description'Job Number iRole �1.jact 200193 Sub VASILJ,INC.,SANTA MONICA CA FYI2/13 WW MAIN IMPROV.CITYWD JC $91.828 $91,828 Rubio,Jeffrey Louis 05-14-2013 01-31-2014 1,162 1,162 7 200 200 • 1,009 1,009 Vasilj Construction,Inc City of Santa Monica,CA 2,371 2,371 15531 Arrow Highway 1918 Main Street, Ste A Los Angeles Los Angeles Irwindale CA 91706 Santa Monica CA 90401 +1 626 4801442 +1 310 4588795 ma Project Contract Contract ■. MKF—,o, . 200194 Sub DOWNING CONST.,INC. COACHELLA VALLEY WATER DIST JC $94,942 $95,892 Project Manager Bid■-- ■ Rubio,Jeffrey Louis 02-28-2013 08-30-2013 1,642 1,642 3 1,642 1,642 CDM Constructors Inc Coachella Valley Water District 9220 Cleveland Avenue 85995 Ave 52 Suite 100 PO Box 1058 San Bernardino Riverside Rancho Cucamonga CA 91730 Coachella CA 92236-1058 +1 909 5793500 +1 760 3982651 Project Final DescriptionJob Number I Role �'oject 200195 Prime OCEANSIDE,CA I CIPP#909953000722 JC $162,350 $162,350 Rubio,Jeffey Louis 05-22-2013 11-22-2013 2,879 2,879 0 1,076 1,076 1• - ,076 2,879 3.955 City of Oceanside,CA City of Oceanside,CA 300 N Coast Highway 300 N Coast Highway San Diego San Diego Oceanside CA 92054.2824 Oceanside CA 92054-2824 +1 760 4353065 +1 760 4353065 kitsitufar'm. 17/24 Last Refresh Date:03-17-2017 Final ®Role Project Description Value Amount 200197 Prime CO SANI DIST#18 OF LOS ANGELES NORTH PLANT OUTFALL#473/477 JC $292,745 $294,122 Project Manager Bid Date I — Rubio,Jeffrey Louis 07-23-2013 12-11-2013 1,130 _. 1,130 3 1,130 1,130 Customer owner Los Angeles County Sanitation District Los Angeles County Sanitation District -Headquarters-Whittier -Headquarters-Whittier 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 ® Final b Role Project Description status Value ii Amount 200198 Sub CHARLES KING CO.,INC. LOS ALAMITOS PUMP STA. JC $1,412,900 $1,261,238 Project Manager .Date 1 Project Close Date Rubio,Jeffrey Louis _. 07-17-2013 04-15-2014 ® 255 255 0 974 974 Customer Owner 1,229 1,229 Charles King Company Orange County Flood Control District 2841 Gardena Avenue 300 N Flower Street Los Angeles Orange Signal Hill CA 90755 Santa Ana CA 92701 +1 562 4262974 +1 714 8346192 Final Project JOE Project contract Contract Job Number [R.[e I Project Description Status Value Amount 200199 Sub GLR CONST.,INC,-VAFB VAFB SWR LATERALS-US AFB JC $656,187 $546.252 Rubio,Jeffrey Louis 07-11-2013 07-09-2014 125 125 13 5,435 5,435 Customer owner 1,294 1,294 GLR Construction,Inc. US Air Force-Vandenberg AFB. 792 792 2370 Skyway Drive 30 CES/CECC 1172 Iceland Ave.,B11433 1,805 1,805 Suite 104 Santa Barbara Santa Barbara Vandenberg AFB CA 93437 9,451 9,451 +1 805 3477860 +1 805 6067030 insitufarm. 18/24 Last Refresh Date:03-17-2017 Final Project li Contract Contract Project Description Status 1 Value Amount 200200 Sub CHARLES KING CO:SIMI VALLEY I KITSY DR.&MOHAVE DR. JC $0 $93,097 Rubio,Jeffrey Louis 08-15-2013 02-25-2014 r 585 585 14 _ 733 733 CustomerOwner 375 375 City of Simi Valley,CA City of Simi Valley,CA 1,693 1,693 500 W Los Angeles Avenue 500 W Los Angeles Avenue Ventura Ventura Simi Valley CA 93065-1644 Simi Valley CA 93065-1644 +1 805 5836400 +1 805 5836400 ® Final Numbs �Role Project Description SP11,10"en, Value, Amount 200258 Prime SIMI VALLEY-SPEC#SV 13-29 1 SO.OF WEST LOS ANGELES AVE. JC $423,210 $422,670 Rubio,Jeffrey Louis 12-04-2013 04-17-2014 1,906 •1.906 4 1,906 1,906 City of Simi Valley,CA City of Simi Valley,CA 500 W Los Angeles Avenue 500 W Los Angeles Avenue Ventura Ventura Simi Valley CA 93065-1644 Simi Valley CA 93065-1644 +1 805 5836400 +1 805 5836400 Final Project Contr ct Contract ®Role Project 200259 Sub W.M.LYLES CO.-ORANGE CO.CA JOB#T-1126,PRJT#P1-112& JC $66,060 $66,060 • • 1 Rubio,Jeffrey Louis 07-29-2013 03-24-2015 ,145 145 0 145 145 W.M.Lyles-Fresno Orange County Sanitation District 355 N Thorne Avenue 10844 Ellis Avenue Fresno Orange Fresno CA 93706-1458 Fountain Valley CA 92708 +11 559 2372200 +1 714 9622411 / hisituform. 1924 Last Refresh Date:03-17-2017 Final Project Contract:, Contract Job Number lRole Project Description �L'�Mus' Value'i I Amount 200260 Prime BAY ISLAND CLUB-NEWPORT BEACH ISLAND SWR REHAB MAINLINE&MH JC $126,232 $152,826 Rubio,Jeffrey Louis 03-03-2014 09-11-2014 684 684 33 684 684 Customer i-Owner Newport Bay Island Club Newport Bay Island Club Orange Orange Newport Beach CA 92657 Newport Beach CA 92657 +1 714 7517858 +1 714 7517858 Project JDE Final Project Contract Contract Job Number_ �Role Project Description Status__1___ _1 Amount 200262 Sub VASILJ,INC. I HERMOSA BEACH#CIP-13.401 JC $102,642 $101,106 •- • �� Rubio,Jeffrey Louis 04-03-2014 04-22-2015 3,748 3.748 121 3,748 3,748 City of Hermosa Beach,CA City of Hermosa Beach,CA 1315 Valley Drive 1315 Valley Drive Los Angeles Los Angeles Hermosa Beach CA 90254-3846 Hermosa Beach CA 90254-3846 +1 310 3726186 +1 310 3726186 "I Contract Contract V us Value Amount! Project �.npmn Is 200263 Sub CDM CONSTRUCTORS,-Palm Dessert COACHELLA VALLEY-Task#I�D53 JC $984,860 $3,454.797 Unknown 05-02-2014 09-30-2014 15,089 15, 0 423 42 423 423 • 612 612 Coachella Valley Water District Coachella Valley Water District 1,235 15,701 16,936 85995 Ave 52 85995 Ave 52 PO Box 1058 PO Box 1058 Riverside Riverside Coachella CA 92236-1058 Coachella CA 92236-1058 +1 760 3982651 +1 760 3982651 ,n situform. 20/24 Last Refresh Date:03-17-2017-2017 Final 1 Project Contract Contract Project Descrii n I status Value Amount 200265 Prime BRINDERSON,L.P.-CHEVRON CHEVRON EL SEGUNDO REFINARY JC $49,760 $49,760 Project Manager ••. Date Unknown 12-10-2013 11•05-2014 S0 50 0 50 50 Chevron Texaco Corp.-Hdq-Division Chevron Texaco Corp.-Hdq-Division -Chevron Products Co-El Segundo, -Chevron Products Co-El Segundo, Ca Ca 575 Market Street 575 Market Street San Francisco San Francisco San Francisco CA 94105 San Francisco CA 94105 +1 415 8947700 +1 415 8947700 DescriptionFinal Job Number 'Role Project 200266 Prime IMPERIAL IRRIGATION DISTRICT SER AGMT.#8100001910 JC $62,750 $62,750 Unknown 08-20-2014 11-21-2014 80 80 0 80 80 Customer C.ner Imperial Irrigation District Imperial Irrigation District 333 East Barioni Blvd. 333 East Badonl Blvd. P.O.Box 937 P.O.Box 937 Imperial Imperial Imperial CA 92251-0937 Imperial CA 92251-0937 +1 760 3399477 +1 760 3399477 Final Project P,..,ject Contract Contract Job Number �R-le Project Description St us Value Amount 200267 Prime JURUPA COMMUNITY SERVICES DIST LIVE OAK/LAKESIDE#M151011DP JC $74,217 $85,892 Project Manager Bid Date Project Close Date Rizo,Roberto J 10-24-2014 08-29-2015 1.249 ,1,249 11 .1.249 1,249 Jurupa Community Services District Jurupa Community Services District 8621 Jurupa Road 8621 Jurupa Road Riverside Riverside Riverside CA 92509-3229 Riverside CA 92509-3229 +1 909 6857434 +1 909 6857434 6insiturform. 21/24 Last Refresh Date:03-17-2017 Rnal Project JO DescriptionJob Number i Role Project 200268 Prime MONTECITO SANITARY DISTRICT 2014 SWR MAIN REHAB PROJECT JIG $1,588,971 $2,704,368 Rizo,Roberto J 12-04-2014 04-21-2016 59,865 _59,865 481 2,842 2,842 Customer • ®'- 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 Project JOE Contract Contract Value Amount, Job Number [Role �ro ect Description 91 Rill-—- 200269 Prime COACHELLA VALLEY WATER DIST. I EMERGNCY-LA OUINTA/PALM DESERT JC $111,545 $59,808 Project Manager Bid Dale Rizo,Roberto J 02-04-2015 03-31-2015 1,015 1,015 2 1,015 1,015 Customer Owner Coachella Valley Water District Coachella Valley Water District 85995 Ave 52 85995 Ave 52 PO Box 1058 PO Box 1058 Riverside Riverside Coachella CA 92236-1058 Coachella CA 92236-1058 +1 760 3982651 +1 760 3982651 DescriptionFinal Project JOE Project Contract Contract: Job Number Role reject 200271 Prime ARROYO GRANDE,CA 2015 SWR LINING#PW 2015-04 JC $119,577 $129,924 Rizo,Roberto J 03-10-2015 10-20-2015 _ 2,169 2,169 30 572 572 Customer Owner 2,741 2,741 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 (�/►�.r� 22124 e fra �frr' �r�ft,AWm Last Refresh Date:03-17-2017 Final Project 1 Pio)ect Contract Contract Status Value Amount 200272 Prime UNIVERSITY OF CA,SAN DIEGO #W4966/A4M-076/FDC01489 JC $65,995 $62,331 Rubio,Jeffrey Louis 03-26-2015 07-25-2015 r 623 623 0 364 364 Customer owner 987 987 UC San Diego UC San Diego 9500 Gilman Dr 9500 Gilman Dr San Diego San Diego La Jolla CA 92093 La Jolla CA 92093 +1 858 8222806 +1 858 8222806 Final Projectl JDE project Contract Contract JobNumber Role Project Description Status Value Amount 200273 Sub SKANSKA-RADOS EXPO 2 1 EXPO PHASE II#XP8902-002 JC $18.000 $52,818 Toke,Amal B. 01-16-2015 01-05-2016 106 106 0 60 60 Customer • - 166 166 City of Los Angeles-Dept of Public City of Los Angeles-Dept of Public Works-Bureau of Engineering Works-Bureau of Engineering 1149 S Broadway-6th Floor 1149 S Broadway-6th Floor Los Angeles Los Angeles Los Angeles CA 90015 Los Angeles CA 90015 +1 213 8475167 +l 213 8475167 Final Project Contract Contract J.0 1 1 Project Description status Value Amount Number Role 200274 Sub GREEN BLDG.COPR.-LA,CA GLENDALE WATER RECLAMN. PLANT JC $503,000 $510,008 Rubio,Jeffrey Louis 12-03-2014 02-20-2016 ® 497 497 0 497 497 customer Owner City of Los Angeles-Dept of Public City of Los Angeles-Dept of Public Works-Bureau of Engineering Works-Bureau of Engineering 1149 S Broadway-6th Floor 1149 S Broadway-6th Floor Los Angeles Los Angeles Los Angeles CA 90015 Los Angeles CA 90015 +1 213 8475167 +1 213 8475167 Q1hsitufcwm- 23124 Last Refresh Date:03-17-2017 Final 1.Number !Role Project Description �,�tatus i Value Amount 200275 Prime ORANGE COUNTY SANI DISTRICT SERV-CNT.#S-2015-667 JC $69,931 $69,931 Unknown 04-23-2015 06-30-2015 455. 455 0 455 455 Customer owner Orange County Sanitation District Orange County Sanitation District 10844 Ellis Avenue 10844 Ellis Avenue Orange Orange Fountain Valley CA 92708 Fountain Valley CA 92708 +1 714 9622411 +1 714 9622411 Project JDE Final Project Contract Contract Job Number ,Role Project Description Status Value Amount'i 200276 Sub CHARLES KING CO:LEUCADIA WW SCOTTS VALLEY SWR REHAB. JC $85,470 $89,620 Bibayan,Farib=D 06-17-2015 11-13-2015 678 678 0 678 678 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 +1 760 7530155 +1 760 7530155 ProjectJob Number Role JDE �- . �!Contract Contract Value Amount 'Final 200277 Sub TWINS,INC-NAVFAC SOUTHWEST POTABLE WATER LINE B7 NMCSD JC $117,000 $117,000 Bibayan,Fadborz D 08-18-2015 11-06-2015 ® 60 60 0 60 60 Customer owner NAVFAC Southwest NAVFAC Southwest 1220 Pacific Coast Highway 1220 Pacific Coast Highway San Diego San Diego San Diego CA 92132 San Diego CA 92132 +1 619 5324569 +1 619 5324569 4124 1!N/t�m. Last Refresh Date:03-17-2017-2017 tract 200278 Prime LAKE ARROWHEAD COMMUNITY SVCS SHELTER COVE SLIPLINE PHASE 1 JC $497,983 $507,252 Project Manager .Dale Project Date ®� Ganesan,Sethuraman 09-15-2015 03-25-2016 639 639 q 3,430 3,430 Customer Owner 4,069 4,069 Lake Arrowhead Community Services Lake Arrowhead Community Services Distr Distr 28200 State Highway 189 Lower Village S 28200 Slate Highway 189 Lower Village S San Bernardino San Bernardino Lake Arrowhead CA 92352 Lake Arrowhead CA 92352 +1 909 3378555 +1 909 3378555 Project Contract ..ntr Project Description Status Value Amol 373016 Prime SANTA FE IRRIGATION DISTRICT 15'BADGER PLANT DRAIN LINE JC $202,334 $202.334 Project Manager Bid Date i Project Close Date Unknown 03-05.2014 06-20-2014 ® 588 588 0 588 588 Santa Fe Irrigation District Santa Fe Irrigation District 5920 Linea del Cielo 5920 Linea del Cielo P.O.Box 409 P.O.Box 409 San Diego San Diego Rancho Santa Fe CA 92067.0409 Rancho Santa Fe CA 92067-0409 +1 619 7562424 +1 619 7562424 Insituform- 1/11 ,AEGiON—- Last Refresh Date:03/17/2017 Proprietary Property and Trade Secret of Aegion,Inc.Unauthonzed Use,Dissemination and Disclosure Strictly Prohibited. Contract Qualification Report (2002 - 2013) Report.a-Range(Bid D Diamet ReportSte Produ Project Number Starts Wi, Project Manag Date Range Dat 1/1/2012-11112013 Resin Typg Last Refresh Date 3/1 712 0 1 7 ME Company Code: 00190;00200 Y l»situfo m 2/11 -AEGION,F.,., Last Refresh Date:03/17/2017 Proprietary Property and Trade Secret of Aegion,Inc,Unauthorized Use,Dissemination and Disclosure Strictly Prohibited. Contract Qualification Report ' 11.68i 2.992 C 14,66 16 42,22 9,21 51,61 2,100 C 2,10 2,966 C 2,9s 87C C 87 1,926 C 1,92 2,405 2,40 2.253 33C 2,58 4.205 4,20 82 82 4,54 35 1,54 6,441 80 80 14,70 12,24 26,94 2,76 2,76 2,65 2,65 69 69 54 54 2,17 2,17 18 18 1,96 1,96 Total 24,79 53,91 47,961 2,67 129,34 In ltuf m- 3/11 x.AEGiON•,-.< , Last Refresh Date:03/17/2017 Proprietary Property and Trade Secret of Aegion,Inc.Unauthorized Use,Dissemination and Disclosure Strictly Prohibited. Contract Qualification Report DescriptionFinal Project JOE Project Contract Con ract Job Number Project 190757 Fresno,CA#Rc001 18&#Rc001 19 Notice To Proceed/Released $1,292,263 $1,269,900 ManagerProject :•Date___ Actual CompletionDate Hayes,Timothy B 4/14/2011 1/17/2012 - 69 697 0 City of Fresno,CA Fresno City of 2,17 2,17 2600 Fresno St Total 2,87R 2,87 Fresno,CA 93721-3620 (559)621-8650 DescriptionFinal Project JOE Project Contract Contract Job Number Project 190758 Ghilofti Bros:Richmond,CA Job Closed $991,743 $497,058 Project Manager Bid Date Actual Completion Date 10-CIPPdLS 14 CIPP- Total Hayes,Timothy B 8/11/2011 8/18/2012 Air Inversion Customer • � 394 City of Richmond,CA Richmond CA,City of 11,68 321 12,00 1387 Marina Way S 56 56 Richmond,CA 94804-3746 Total 11,68 88112,57 (510)307-8091 DescriptionFinal Project JOE Project Contract Contract Job Number Project 19075902 SAN Jose CA,6809 ON-Call $0 $23,085 Project Manager .DateActual Com Date 1 0 ti Owner r 0 City of San Jose,CA SAN Jose City of Public Works Total 200 East Santa Clara Street San Jose,CA 95113 (408)535-3500 DescriptionFinal Project JOE Project Contract -ontract Job Number Project 190760 Rohnert Park,CA-#2011-04 Notice To Proceed/Released $182,200 $158,200 Project Manager Bid Date Actual Completion Date Hayes,Timothy B 1/30/2012 4/20/2012customer Owner - 33 33 0 City of Rohnert Park,CA Rohnert Park CA,City of I Total I33q 33 6750 Commerce Blvd Rohnert Park,CA 94928-2411 (707)588-3300 �✓ Insitufi rm- 4/11 �AEGION-- Last Refresh Date:03/17/2017 Proprietary Property and Trade Secret of Aegion,Inc.Unauthorized Use,Disserrinaton and Disclosure Strictly Prohibited. Contract Qualification Report Final Project JOE Project Contract Contract Job Number Project Description Status Value Amount 190761 Sunnyvale,CA#UY-11/02-12 Job Closed $447.107 $483,157 Huss,Edc D. 1/4/2012 4/20/2012 Customer Owner ---- 2,37 2,37 12 Sunnyvale City of 25 25 Total 2,627 2,62 DescriptionFinal Project JOE Project Contract Con"ract Job Number Project 190765 LOS Altos,CA Notice To Proceed/Released $781,087 $787.449 WUMEWER Hayes,Timothy B 5/29/2012 10/20/2012 Customer 47 47 0 Owner City Of Los Altos,Ca LOS Altos City 2,76 2,76 1 N San Antonio Road 36 36 Los Altos,CA 94022-3000 WTotall3,60q 3,60 +1 650 9472700 DescriptionFinal Project JOE Project Contract Contract Job Number Project 190768 Napa Sanitation District Notice To Proceed/Released $258,405 $115,936 Project Manager Bid Date Actual Completion bate Hayes,Timothy B 10/8/2012 12/7/2012 customer Owner 87 87 2 Napa Sanitation District,Ca Napa Sanitation District Total 87 87 935 Hartle Court Napa,CA 94558 +1 707 2586000 Final Project JOE Project Contract Contract Job Number Project Description Status Value Amount 199905 Closed Jobs EFF.1/1/2011 Job Closed $1 Gann Jr,Richard L 10/15/2010 4/12/2012 OwnerCustomer 0 Closed Jobs Only Total V 1mituform 5/11 nA€GION,.,.,,-,. Last Refresh Dale:03/17/2017 Proprietary Property and Trade Secret of Aegion,Inc.Unauthorized Use,Dissemination and Disclosure Strictly Prohibited. Contract Qualification Report Final Project JOE Project Contract Contract Job Number Project Description Status Value Amount 200140 Buena Sanitation District Job Closed $126,841 $233,444 Calvario,Leonardo Ismael 12/16/2010 1/25/2012 Customer Owner 14 Department of Vista,CA Buena Sanitation District 1,49 32 1.82 200 Civic Center Drive •� 33 33 Vista,CA 92084 13 13 (760)726-1340 351 351 Total 1,49 1,146 2,64 DescriptionFinal Project JOE Project Contract Contract -Job Number Project 200144 Same Const:Glendale,CA Job Closed $40,730 $41,609 Project Manager Bid Date Actual Completion Date Calvario,Leonardo Ismael 11/10/2010eh 6l15/2012 • 30 30 1 City of Glendale,CA Glendale City of-CA Total 30 30 633 East Broadway,Suite 205 Glendale,CA 91206-4310 (818)548-3945 DescriptionFinal Project JDE Project Contract Contract I Job Number Project 200146 Santa ANA Watershed Prjt.Auth Notice To Proceed/Released $2,231,331 $2,708,866 Project Manager Bid Date Actual Completion Date 01-CIPP- 14-CIPP. Total Calvano,Leonardo Ismael 2/15/2011 4/20/2012 Standard Air Inversion Customer • 0 Santa ANA Watershed Project Authority 14,70 9,39 24,10 Total 14,707 9,39 24,10 DescriptionFinal Project JOE Project Contract Corn ract Job Number Project 200150 Charles King CO/Simi Valley Job Closed $451,665 $483,414 Project Manager Bid Date Actual Completion Date Calvano,Leonardo Ismael 6/21/2011 1/13/2012Customer Owner - 2,03 2,03 19 City of Simi Valley,CA Simi Valley City Total 1 2,03 2.03 500 W Los Angeles Ave Simi Valley,CA 93065-1644 (805)583-6400 Insitufo m- 6/11 .,AEGION......... Last Refresh Date:03/17/2017 Proprietary Property and Trade Secret of Aegion,Inc Unauthorized Use,Dissemination and Disclosure Strictly Prohibited. Contract Qualification Report Final Job Number Project Description Status Value Amount 200153 SND Construction,INC. Notice To Proceed/Released $300,007 $351,148 Project Manager ad bate— Actual Comprietion Date Calvario,Leonardo Ismael 1/27/2011 5/23/2012 - r 522 Customer Owner City of Los Angeles,CA LOS Angeles City of(CA) 9,27 1,78 11,05 1149 South Broadway r 1,25 1,25 Los Angeles,CA 90015 43 43 (213)847-8000 93 93 Total 9,27 4,41 13,68 DescriptionFinal Project JDE Project Contract Contract Job Number Project 200154 MNR Construction(Ssrp) Notice To Proceed/Released $192,278 $195,316 Project Manager :•.-- .- ..- 10 Calvario,Leonardo Ismael 12/1/2011 5/29/2012 "13rCustomer Owner City of Los Angeles,CA LOS Angeles City of(CA) 6,21 46A6,'6'1 1149 South Broadway .r 50Los Angeles,CA 90015 Total 6,21 97 (213)847-8000 DescriptionFinal Project Project Contract Contract Jot)Number Project 200155 MNR Construction(Ssrp) Notice To Proceed/Released $159,602 $159,937 Pr�Manager -- - Bid Date Actual Complet 10-CIPP-LS 14-CIPP- Total Calvado,Leonardo Ismael 3/2/2011 402012 Air InversionCustomer Owner I I - 118 City of Los Angeles,CA LOS Angeles City of(CA) PER-MM 2,0213,93 6,01 1149 South Broadway I Total 1 2,0 3,93 6,0'I Los Angeles,CA 90015 (213)847-8000 Project Project Contract -ontract Job Nu Final 200156 CCL Contracting-Carlsbad,CA Notice To Proceed/Released $552,000 $455,800 • - - .Date Completion Date r Calvario,Leonardo Ismael 6/9/2011 8/15/2012 r 0 Customer Carlsbad City of(CA) 1.54 1.54 80 80 Total 2,34 2.34 lnituform- 7/11 >.AEGIGW--„--- Last Refresh Date:03/17/2017 Proprietary Property and Trade Secret of Aegion,Inc.Unauthonzed Use,Dissemination and Disclosure Strictly Prohibited. Contract Qualification Report DescriptionFinal Project JDE Project Contract Contract Job Number Project 200157 SAN Luis Obispo,CA-2011 Job Closed $444,635 $433,398 Calvario,Leonardo Ismael 10/4/2011 2/23/2012 Customer owner 0 37 City of San Luis Obispo,CA SAN Luis Obispo City of 2,40 2,40 25 Prado Rd 1,94 1,94 San Luis Obispo,CA 93401-7314 62 82 (805)781-7100 Total 5,17 5,17 Project Final DescriptionJob Number Project 200158 County Sanit.Dist.#22,Lacounty Notice To Proceed/Released $748,100 $747,628 troject manager Bid Date Actual Completion Date Calvario,Leonardo Ismael 11/8/2011 7/12/2012 .. OwnerCustomer LOS Angeles County Sant Dist#22 Total 1 4,54 4,54 Project Final DescriptionJob Number Project 200159 Carlsbad,CA-2 Locations Job Closed $24,970 �roject manager Bid Date Actual Completion Date Calvario,Leonardo Ismael 12/9/2011 2/3/2012 • 0 Carlsbad City of(CA) Total Final Project JDE Project Contract Contract Description,Job Number Project 200160 Bunech Pipeline-SAN Diego,CA Notice To Proceed/Released $518.795 $274,396 Calvario,Leonardo Ismael 6/8/2011 9/10/2012 Customer Owner �+ 1 SAN Diego City of(CA) 1,531 1,53 Total I 1,53q 1,53 I/s%tufo m- 6/t 1 ,REGION— Last Refresh Date:03/17/2017 Proprietary Property and Trade Secret of Aegion,Inc.Unauthonzed Use,Dissemination and Disclosure Strictly Prohibited, Contract Qualification Report Final Job Number Project Description Status Value Amount 200162 Whittier Utility Authority Job Closed $38.760 $55,480 Project Mana�-- -- Bid Date Actual Completion Date Calvario,Leonardo Ismael 2/9/2012 6/8/2012 Customer Owner __ 14 14 0 Whittier Utility Authority Total 14 14 DescriptionFinal Project JDE Project Contract Co n1ract Job Number Project 200163 Thousand Oaks,CA-CI#5217 $312.755 $271.681 8/27/2012• Customer Owner 0 Thousand Oaks City of(CA) Total DescriptionFinal Project JDE Project Contract Contract Job Number Project 200164 Padre DAM MUN.Water Authority Job Closed $127,153 $145,553 Project Manager Bid Date Actual Completion Date Calvario,Leonardo Ismael 2/22/2012 6/8/2012Customer Owner - 1,05 1.05 22 Padre DAM Municiple Water District 37 37 Total 1.42 1.4 DescriptionFinal Project JDE Project Contract Contract Job Number Project 200165 Charles King CO-Coronado,CA Job Closed $71.725 $74,875 Bid Date Actual Completion Date Calvario,Leonardo Ismael 12/13/2011 6/13/2012Customer Owner - • 55 City of Coronado,CA Coronado CA,City of 2,07 2,07 1825 Strand Way Total 2,07 2,07 Coronado,CA 92118-3005 (619)522-7300 Irwtufo ml 9/11 YAEGION.r.-.— Last Refresh Date:03/17/2017 Proprietary Property and Trade Secret of Aegion,Inc.Unauthorized Use,Dissemination and Disclosure Strictly Prohibited. Contract Qualification Report Project JDEJot)Number Project Description Status Value Amount Project Contract Contract 200166 Vandenberg Village CSD,PO#1532 Job Closed $19,878 $19,878 Prqect Manager Bid Date Actual Completio n Date lzl�ff-leflll Calvario,Leonardo Ismael 4/25/2012 5/1/2012 Customer • 0 Vandenberg Village Communtiy Services C Vandenberg Village Community Services !11111111111Total 3757 Constellation Road Lompoc,CA 93436-1401 +1 805 7333610 DescriptionFinal Project JDE Project Contract Contract Job Number Project 200167 Irvine Rnch WiR Dist PO 507509 Job Closed $8,586 $23,562 Project Manager Bid Date Actual Completion Date Calvario,Leonardo Ismael 9/26/2012 6/21/2012 Customer Owner 0 Irvine Ranch Water District Irvine Ranch Water Dist Total 15600 Sand Canyon Avenue Irvine,CA 92618 +1 949 4535300 DescriptionFinal Project Project Contract Contract Job Number Project 200168 W.A.Rasic Const.CO. Notice To Proceed/Released $129,916 $129,916 Project Manager Bid Date Actual Completion Date, Calvario,Leonardo Ismael 12/i&2611 9/14/2012 OwnerCustomer 21 21 p Los Angeles 01 County Metro Transportation LOS Angeles County Metro Transport Auth. 18 4 320 S.Santa Fe Ave Total 401 4 Los Angeles,CA 90013 213-922-3231 DescriptionFinal Project JDE Project Contract Contract Job Number Project 200169 County Sani Dist#22-LOS Angl Notice To Proceed/Released $73,988 $66,913 Project Manager Bid Date Actual Completion Date Calvario,Leonardo Ismael 3/22/2012 10/3/2012 OwnerCustomer 30 30 5 Los Angeles County Sanitation District-Hr County Sari Dist.NO.22-LOS Angeles CO 27 27 1955 Workman Mill Road Total 589 58 Whittier,CA 90601-1415 +1 562 6997411 IInsituform` 10111 x.AEGf0I4• Last Refresh Date:0 3/1 712 0 1 7 Proprietary Property and Trade Secret of Aegion,Inc.Unauthorized Use,Dissemination and Disclosure Strictly Prohibited. Contract Qualification Report DescriptionFinal Pf.joct Me Project Contract C act Job Number Project 200170 Ontario,CA-UT 1112-09 $0 $159,737 11/5/2012 Owner r 0 Ontario CA City of Total Project Final Job Number Project Descnption Status Value Amount Charles King CO.-Simi Valley Notice To Proceed/Released $403,680 $329,256 Project-livianageir Bid Date Actual Completion Date, MEIM-ilgi�r.IFII Calvado,Leonardo Ismael 3/6/2012 8/21I2012 6Customer Owner 4.20 4,20 29 Simi Valley City I Total 1 4,201 4,20 Project Final DescriptionJob Number Project 200172 Rancho CA Water Dist. Notice To Proceed/Released $202,777 $198,527 Project Manager Bid bate Actual Completion Date Calvario,Leonardo Ismael 4/24/2012 12/26/2012 r1 08 Rancho California Water District Rancho California Water District 88 88 42135 W nchester Road 37 37 Temecula,CA 92589 1 Total 1 1,261 1,26 +1 951 2966900 Project Final i Description-job Number Project 200173 Fullerton,CA-#51352-51353 Notice To Proceed/Released $396,183 $364,710 Calvano,Leonardo Ismael 6/12/2012 12/10/2012 owner - Customer 247 Fullerton City of 601 801 16 12,38 1,25 13,60 66 66 Total 16 12,36 2,511 15,06 a lfuituform 11 .AEGION— Last Refresh Date:03/17/2017 Proprietary Property and Trade Secret of Aegion,Inc.Unauthorized Use,Dissemination and Disclosure Strictly Prohibited. Contract Qualification Report Final Project JDE Project Contract Cont rac Job Number Project Description Status Value Amoun� 200175 Upland,CA, PRJ#9316 Notice To Proceed/Released $276,480 $294,116 Project Manager ___ Bid Date Actual Completion Date Calvario,Leonardo Ismael 5/23/2012 10/12/2012 Customer Ownerr 316 City Of Upland,Ca Upland City of(CA) 10,77 70,77 460 N Euclid Avenue Total 10,77 10,77 Upland,CA 91785-0460 ,1 909 9314100 DescriptionFinal Project JDE Project Contract Contract Job Number Project 200176 Orion Const.Corp.-SAN Diego Notice To Proceed/Released $397.222 $393.856 Project Manager Bid D-- Actual Completion■-- i •• •- Calvario,Leonardo Ismael 7/5/2012 9/4/2012 Customer Owner 540 54 p City Of San Diego,Ca SAN Diego City of 43 43 202 C Street Total 97q 97 San Diego,CA 92101-4806 +1 fit 92366363 'Project ME Project Contract Contract Job Number Project I- Final - 200178 Irvine Rnch WTR Dist#21436 Notice To Proceed/Released $37,125 $37,125 Project Manager Bid Date Actual Completion Date Calvario,Leonardo Ismael 8/1/2012 10/4/2012 Customer Owner 1 0 Irvine Ranch Water District Irvine Ranch Water Dist Total 15600 Sand Canyon Avenue Irvine,CA 92618 +1 949 4535300 OTM 1A Document A31 — 2010 Bid Bond CONTRACTOR: SURETY: This document has important (Name,legal status and address) (Name,legal status and principal place ofbusiness) 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. Mail Notices To: Any singular reference to OWNER: Travelers Contractor, Surety,Owner, (Name,legal status and address) Attnor other party shall be CityOf Huntington Beach One Surety Claim Dept. considered plural where 9 One Tower Square 2S1A 2000 Main Street Hartford,CT 06183 applicable. Huntington Beach,CA92648 BOND AMOUNT: Ten Percent of the Amount Bid-----------------dollars($10%of Amount Bid) PROJECT:FY 2016117 Sewer Lining Project CC No.1544 (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 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 18th day of July,2017. INS1TUFORN TECHNOLOGIES LLC (Princi (Seal) (Witness(WitnessJ Laura M.Andreekf Contracting h Attestln,-v)i.. (Tiitt e)'Whhittney Schulte , ntracting&Attesting Ofcer /Traveler�CasualtyAndSuretle nyOfAmerica (Seat)iJL / ) (Witness)Debra A. Woodard,ard, Witness ( a1( rbara Buchhold,Attbrn`ey-ln-Fad Init. AIA Document A310n'—2010.Copyright @1963,1970 and 2010 by The American Institute of Architects.All rights reserved. /ING:Ibis AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA Do nt. 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,cop ri ht(o)aia.org. 061110 i CALIFORNIA ALL-PURPOSE CERTIFICATE OF ACKNOWLEDGMENT Missouri State of GalifeFni I County of St. Louis July 18 2017 Debra A.Woodard Notary Public On 1 y before me, y (Here insert name and title of the officer) personally appeared Barbara Buchhold 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 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. f (Notary Sealr.—r�rct�—t. ) Signature of Notary Public Debra A.Woodard, Notary Public I ADDITIONAL OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM Any acknowledgment completed in California must contain verbiage e_Xactly 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 onside of California.in such instances, any alternative (Title or description of attached document) acknowledgment verbiage as mat-be printed on such a document so long as the verbiage does not require the notary to do something that is illegal for a notary in California (i.e. certifying the authori=ed capacity of the signer). Please check the (Title or description of attached document continued) docinnent carefully for proper notarial wording and attach this(orm if required. • State and County information must be the State and County where the document Number of Pages 1 Document Date 7118117 signer(s)personally appeared before the notary,public for acknowledgment. • Date of notarization must be the date that the signer(s)personally appeared which 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 t notarization. CAPACITY CLAIMED BY THE SIGNER • Indicate the correct singular or plural forms by crossing off incorrect forms(i.e. El Individual(s) he/shehhe}-is/ate)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 (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. ® Attomey-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 corporate officer,indicate the title(i.e.CEO,CFO,Secretary). • Securely attach this document to the signed document I � 2009 Version CAPA v12.10.07 800-973-9865 wHw.NotaryClasses.com I I i CALIFORNIA ALL-PURPOSE � CERTIFICATE OF ACKNOWLEDGMENT State of axilffoo6ex Missouri County of St. Louis On 18 Tuly 2017 before me, Laura Andreski, otay Public ; ere insert name and title of die o hoer personally appeared Whittney Schulte,Contracting&Attesting Officer 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/th''uy executed the same in"/her/tbg�jR authorized capacity(ies),and that by&s/her/tlacirxignature(s)on the instrument the person(s),or the entity upon behalf of 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 j paragraph is true and correct. j ENic ANDRESKI WITNESS my hand and official seal. -Notary Seal MISSOURI les County xpires: Jan.5,2020 aNre of No ry ub is (Notaryn#11389653 j I ADDITIONAL OPTIONAL INFORMATION I INSTRUCTIONS FOR COMPLETING THIS FORM Any acknowledgment completed in Caltfornia must contain verbiage exactly as DESCRIPTION OF THE ATTACHED DOCUMENT appears above in the notary section or a separate acnowledgment form must be properly completed and attached to /bat document. The only.ezception is if a _ document is to be recorded outside ofCaltfornla,bn such instances,any alternative (Title or description of attached document) acbiowledgmeni verbiage as may be printed on such a doewnent so long as the verbiage does not require the notary to do something that is Illegal for a notary In California(i.e.certifying the authorized capacity of the signer).Please check Zile (Title or description of attached document continued) document carefrdly for proper notarial wording and attach thisforrrt if required. Number of Pages Document Date • state and County information must be the State and County where the document signer(s)personally appeared before the notary public for acknowledgment, j • Date of notarization must be the date that the signer(s)personally appeared Additional in ormation 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 j commission followed by a comma and then your title(notary public). I • Print the neme(s)of documcnt signcr(s)who personally appear slate time of CAPACITY CLAIMED BY THE SIGNER notarization. • Indicate the correct singular or plural forms by crossing off incorrect forms(i.e. Individual(s) he/shelthey;is/are)or circling tho 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-sent if a (Title) sufficient area permits,otherwise complete a different nknowkedgmenl.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) actatowlcd66ment is not misused or attached to a different document. :• Indicate title or type of attnohed document,number of pages and data. I Other ti• Indicate the capacity claimed by the signer.If die claimed capacity is a corporate officer,indicate the title(i.e.CEO,CFO,Secretary), Securely attach this document to die signed document IIL I 2008 Version CAPA v12.10.07 800.873-9865 www.NotaryClasses.wni t S-406T/GE 9/09 XDP 0�a `' lnsit�uform' ..� ,. X x -xi t' n m r s M SEALED BID FOR: FY 2016-17 SEWER LINING PROJECT CC NO. w zx 1544 ��y» t3 'fNSITUFORM TECHNOLOGIES,LLC q ' ; 7988 EDISON AVE #iESTERFIELC,MO 63005 i -GihIifornia.Contractor's License No.: 758411 Class A Receipt of Addenda: yr, Deliver To: CITY OF HUNTINGTON BEACH ¢ CITY CLERK, SECOND FLOUR 2000 MAIN STREET � '.i HUNTINGTON BEACH, CA 92648 4 $ID DUE ! a 7rlsrxal7 City of Huntington Beach -;a 2000 Main Street ♦ Huntington Beach, CA 92648 (714) 536-5227 ♦ www.huntingtonbeachca.gov Office of the City Clerk Robin Estanislau, City Clerk October 10, 2017 Nu-Line Technologies 102 Second Street, Suite B Encinitas, CA 92024 RE: Sewer Lining Project - CC-1544 Enclosed please find your original bid bond for CC-1544. Sincere) , Robin Estanislau, CIVIC City Clerk RE:ds Enclosure Sister Cities: Anjo, Japan ♦ Waitakere, New Zealand SECTION C PROPOSAL for the construction of FY 2016/17 SEWER LINING PROJECT from VARIOUS LOCATIONS CC No. 1544 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 readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 SECTION C PROJECT BID SCHEDULE A PROJECT NAME, CC8544 SEWER LINING LOCATIONS BID ITEMS Jig tem 2 Cleaning and preliminary video inspection of 8" sewer main 00 including tree roots and calcium removal 9,446 LF $ $ 3 Install liner with approved epoxy or epoxy-vinyl ester-resin co tube and post video inspection of 8"sewer main 9,446 LF $ $ 4 Cleaning and preliminary video inspection of 10"sewer main including tree roots and calcium removal 684 LF $ $ Z6 J�. 5 Install liner with approved epoxy or epoxy-vinyl ester-resin tube and post video inspection of 10"sewer main 684 LF $ $ 7 2Z, 6 Grind and re-open sewer service lateral 278 EA $ $ 9 Traffic Control Plans on Edinger Avenue 1 LS $_ZPD�� $ TOTAL BID AMOUNT (BASIS OF AWARD)-SCHEDULE A $ TOTAL BID AMOUNT |NWORDS: Note: All extensions of unit prices will be subject to verification byOwner. |n case verification iorequired 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.l 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 8,C&&K P—Xfkr.L in the amount of 1/0 - 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_% ", 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 4, 14 C-2 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 / r C'- z 3, 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�, at �h,�;,,,•�t , Date City State Dominic- )i , being first duly sworn, deposes and says that he or she is /::)".-1n,�' of %P► the party making the foregoing bid that the bid is not made in the interest of, or on the behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Name of Bidder Si nature of Bidder O� C nd d 4 J Eit _�/ti Cr?_ l ref Address of Bidder C-4 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the FY 2016/17 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. ��tt—linQ I fC'_l-�n n��reS Contractor By Title Date: _-7�/7 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 "C 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. Contractor By Title Date: -7 7ZI7 C-7 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: &I LtAi n e ec h n A-N re-S Bidder Name i n;) S ecok,4 S-6- 1, Business Address 4n�s City, State Zip y (-7te0 ) 143L/-5/,S Lb[Art'VZO— itdjAAH).nel Telephone Number Email Address 9975-;;2V C/fss /- State Contractor's License No. and Class Original Date Issued & 131 //e Expiration Date The work site was inspected bih�S of our office on /Z 2V , 201_. The following are persons, firms, and corporations having a principal interest in this proposal: SaAL+c�Ao( 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. loll-t-1,+� e �c h►,n 1 e� .r�s Company Name Signature of Bidder Printed or Typed Signature C-8 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. �/r� D /l 2 ffVF_ r, o D =/i�A/ T v�Ti� .0 f •ac [- '241 Name and Address of Public Agency Name and Telephone No. of Project Manager: 37s=St,// W 7Z j �✓�(OG Contract Amount Type of Work Date Completed Provide additional project description to show similar work: PpplY/DMv � 2. l S , iurG�r cC ��-1"/� y,� "�1 6& �G Kr /✓Cl�.��l��t.i4 em, `�� Name and Address of Public Agency Name and Telephone No. of Project Manager: b&4r' �w �� yQs-s _-4/5 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: /Lei•vaT, �i4�s� n ��- ,c-C'�r,•,—"� CV Name and Address of Public Agency Name and Telephone No. of Project Manager: u Za Contract Amount Type of Work Date Completed Pr vide additional project description to show similar work: 13 ram, /rr-ei�eo,1'7�CL--� 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. Name of proposed Project Manager Telephone No. of proposed Project Manager: ('7�0) Y 75—" J�05`6 Project Name & 60ntract Amount Type of Work Date Completed ,_ 5 12_ 5'S� �iTh�� ,C�d,�ir , SL 3�8 G` /o'yfZ S4�(/�r�iP9v42 13m��/� Project Name & Contract Amount Type of Work Date Completed Project Name & Contract Amount Type of Work Date Completed 2. / QO/ lii/CJ�S Name of proposed Superintendent Telephone No. of proposed Superintendent: 76:0) Project Name & Contract Amount Type of Work Date Completed ff x,f Gu r,V or— & �4 .co. 5�5�3 b co 1Dr 44r) 412©/4, Project Name & Contract Amount Type of Work Date Co mplete 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/Public Works/SB854FactSheet_6.30.14.pdf DIR's Contractor Registration Link—Call (844) 522-6734 https://efi ling.dir.ca.gov/PWCR/ActionServlet?action=dispiayP WCRegistrationForm DIR's Contractor Registration searchable database: https://efiIing.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. iALA ,tee ��c1,►,�loc CPC Contractor By C 22 X ur4er_�\ Title Date: 7//7// PWC Registration 4: /aoc�c�o 3F�c�8' C-12 NAS SURETY GROUP NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY 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 Manchester,New Hampshire,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 Schaumburg,Illinois,each does hereby make,constitute and appoint: JOHN G.MALONEY,HELEN MALONEY,MICHELLE M.BASUIL, and MARK D.IATAROLA 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: FIFTY MILLION(S50,000,000.00)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 both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 91h of May,2012: "RESOLVED,that any two of the Presidents,any Managing Director,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." By 1�:•GORPORgj.`rG `v S L i o Steven P.Anderson,Senior Vice President of Washington International Insurance Company '. S'EAL '`y 1973 n 1 &Senior Vice President of North American Specialty Insurance Company OI 1m & �''AMP`?. O ChtO 7G ti d,..... d0� ----------------- 11114111111111% By Michael A.Ito,Senior Vice President ofInsurance ompany wn &Senior Vice President of North American Specialty Insurance Company IN WITNESS WHEREOF,North American Specialty Insurance Company and Washington International Insurance Company have caused their official seals to be hereunto affixed,and these presents to be signed by their authorized officers this 17th day of September 20 15 . North American Specialty Insurance Company Washington International Insurance Company State of Illinois County of Cook SS: On this 17th day of September ,20 15 ,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 Michael A.Ito, Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company,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 SEAL MKENNY �.. NOTARY PUBLIC,STATE OF IWNOIS' M.Kenny,Notary Public MY COMMISSION EXPIRES 12l041�17 1, Jeffrev Goldberg the duly elected Assistant Secretary of North American Specialty Insurance Company and Washington International Insurance Company,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 and Washington International Insurance Company,which is still in full force and effect. IN WITNESS WHEREOF,I have set my hand and affixed the seals of the Companies this I lth dayoJf �J.ULY 20 17 Jeffrey Goldberg,Vice President&Assistant Secretary of Washington International Insurance Company&North American Specialty Insurance Company NOTARY CERTIFICATE Subscribed and sworn to before me this 17 day of , 201-7. 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 (�24 ) County of ) On ) �7 before me, Arthur P.ArquaDa,Notary Pub& Moth, Day,, nd ear Insert Name and Title of Notary personally appeared G�►'!! / �- E '�` 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(hie he/they executed the same in is er/their authorized capacity(ies), and that hi' /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 offs 1 seal. ART HUR P.ARQUILLA Commission No.205i358 n ` NOTARY PUBLIC CALIFORNIA SAN DIEGO COUNTY t Commmssion Expires January 7,201 8 LS ( ^^^ ^^M Signature ��9� Signature of Nota y Public (PLACE NOTARY SEAL ABOVE) C-9 rNNI 2500 W Orangethorpe Avenue, Suite 120 Fullerton, CA 92833 951-232-7857 www.ahengineers.com July 12,2017 SUBJECT: Huntington Beach, CA—FY 2016/17 Sewer Lining Project C.C.No. 1544 Dear Mr. Connor Moore, Transmitted herein are the Cured-In-Place Pipe Wall Thickness Design and Hydraulic Capacity Calculations for the 8-inch and 10-inch diameter host gravity pipelines for the Huntington Beach, California FY 2016/17 Sewer Lining Project C.C.No. 1544. The hydraulic calculations are based on fully deteriorated host pipe conditions and in accordance with ASTM F1216 and AASHTO Standard Specifications for Highway Bridges, 12th Edition. The calculations are based on the following: 1. 2%ovality 2. 250,000 psi Flexural Modulus of Elasticity of CIPP, initial 3. 125,000 psi Flexural Modulus of Elasticity of CIPP, long term 4. 50%Long-term retention of mechanical properties 5. 4,500 psi Flexural Strength, initial 6. Design Safety Factor of 2 7. 10-ft Depth of Cover for 8-inch and 10-inch sewer lines The nominal (tciPP)liner wall thickness to be supplied for the host pipe is as follows: Size Depth of Cover Min. CIPP Thickness Nominal CIPP Thickness to be Recommended Supplied 8-inch 10-ft 3.73 mm 4.50 mm 10-inch 10-ft 4.69 mm 6.00 mm If you have any questions or need further assistance, please contact me at 951-232-7857 or at ghernandez@ahengineers.com. Sincerely, Xf Gilbert Hernandez,P.E. Principal Cured-In-Place Pipe(CIPP)Wall Thickness Design and Hydraulic Capacity Calculations Project:FY 2016/17 SEWER LINING PROJECT C.C.No.1544 Location:Huntington Beach,Ca Owner:City of Huntington Beach Line Segment(s):10-inch Desion Assumptions: Condition of host pipe FD PD=partially deteriorated,FD=lily deteriorated Inside diameter of host pipe(in) D= 10 Ovality of host pipe(%) q= 2.0 Default value is 2%;range=0%-10% Slope of host pipe(ft/ft) S= 0.190 Host pipe Manving's roughness(dimensionless) n,= 0.015 varies from 0.013-0.030(dependent on existing pipe material,geometry,diameter and condition) CIPP Mannirq's roughness(dimensionless) n,= 0.010 varies from 0.009.0.013 Constrained soil modulus of native soil in the pipe zone(psi) Ms„= 1,000 See table below for recommended values From Table 5.6 of AWWA Manual of Water Practices M4,Second Edition Cohesive Native Soils Granular Native Soils Unconfined compressive M,,, ESS/ strength(q„) ? Biowsflt(per ASTM Description 0.•�lA� D1586) Description tons/sf kPa psi MPa y 0`v ry,verbose >0-0.125 0-13 very, soft 0.3 u� c7 ve 69170 1--2 _ va loose 0.125.0.25_ 13-25 v soft 200 1-4 ram, 2-4 4 _ _ _ 0.25-0.50 25-50 soft 700 4.8 Ex. 06-30-18 4-8 _ loose 0.50.1.0 50-100 medium 1 1,5500 10.3 7i12/17 ` 8-15 slightly compact 1.0-2.0 100-200 still 3,000 I 20.7 9TF OF MLVFOQ-� 15-30 _ _co aG 2.0-4.0 200-400 very still _ 5,000 34.5 30.50 dense 4.0-6.0 400-600 hard 10,000 69.0 >50 very dense >6.0 >600 1 very hard 1 20.000 1 130.0 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) EL-- 125,000 Detemtined 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 weight of soil(pcf) ar= 120 Apples to fully deteriorated designs only Unit weight of water(pcf) 8w= 62A Depth of cover(ft) H= 10.0 Measured from ground surface to top of pipe Height of groundwater(it) Hw= 7.0 Measured from top of pipe;Note:If water table is below top of pipe,input a negative number! Internal vacuum pressure(psi) Pv= 0.0 Default value is 0 Internal pressure(psi) P= 0.0 Pressure pipe applications ony! If no pressure,input 0 Diameter of hole or opening in original pipe wall(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 lower 95%confidence value of the short-term(W7 Tensile strength of CIPP,initial(psi) ar- 3,000 Pressure pipe applications only! Tensile strength of CIPP,long-term(psi) an,- 1,500 Determined from long-term tensile strength testing. 9 Enhancement factor(dimensionless) K-1 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 bad(dimensionless) 1,= 1.0 From AASHTO Standard Specifications for Highway Bridges,12th Edition Distributed bad area over pipe at depth H(fe) Au= 517 4 See table and figures below Total applied surface wheel bad(lb) PLw= 48,000 Based on critical loading configuration(see table below) H2O live bad transferred to pipe at depth H(psi) wu,= 0.6 wt=(P 1,)/(144 ALL) Critical Loading Confi uretions for H2O loads rAASHTO Condition H,It P,Ibs Au,ft' 1 H<1,33 16,000 0.83+1.75H 1.67+1.75H 2 1.33_<H<4.10 32,000 0.83+1.75H 5.67+1.75H 3 4.10 5 H 48,000 (4.83+1.75H)(5.67+1.75H) wNw Luxe A.r„e, ` L-1 A- ¢lulu ".- erg n 4p A.,• i � --YAM lent A,s wn-i I.-ArN 16� y �y wMai lsw?A,tie Q•ArAulM l,e,oAM v� � J r 1 twe Mw ��tw QwrO+rwf Leso s-�. Hip Condition 1,Distributed Load Area-Single Dual Wheel Condition 2.Distributed Load Area-Two H2O Trucks Passing Condtion 3.Distributed Load Area-Alternate Loads in Passing Mode E_80 Calculations(Railway Loads) E80 live bad transferred to pipe at depth H(psi) wud= 0.00 from graph below E80 Live Loads on Pipe Installed Under Railroads (From Concrete Pipe Handbook,loth Edition) 0 0000 0000a o000 0000 o�oa oo$ao oo2�o o cc8,000lbper ti 36 0 30 t c ,n.n.n u, v mwmo° �r+v+>r+.n fin It m 20 __-927.40 =y 15 3 5�5;5..y"'Sw6:5"'$."8:y•5•y.9.5.6:5'S: u a 0 10 20 30 ° (P51 Figure 4.30. Spacing of Wheel Loads Per Axle for a E Unit Load Cooper E 60 Design Loading_ CIPP Design Template 71I220/7 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 Modulus of subgrade reaction Win k= 250 see adjacent re CALIFORNIAa!1BEARING RATIO CBR (Win) !e 9u 2 ] 7 i 15 40 50 WO 108U U Thickness of concrete pavement(in) h= 12 � �' -- -r^-►-+- Depth of cover,top of pipe to bottom of slab(it) H= 9.0 UNtRED SOIL CLASSIFICATION Horizontal distance from pipe centerline(ft) X= 0 assumed=0(vorst case) Corps of E+yinea+s U.S.Army end Radius of stiffness of the rigid pavement(h) R. Eh' Ra U..S.Buraw,of RKlemelmn += 3.27 = 12 _ R� j 1 Wheel bad(Ws) Pu= AASHTO SOIL CLASSIFICATION I Fadarel RiO,-y Adm�nww on f Worst-case loading scenario is for 2 bads spaced 0.8R,apart and is calculated below. i For alternate loading conditions,see Concrete Pipe Handbook,511;Edition Pressure Coefficient(C)for XlRs=0 210 Rj slang I FEDERAL AVIATION AGENCY , wq y=-0.000Szs+0.0101x2-O.O758x+02162 �•^�.�- .. .. ,. 0.2 Ilk i ?y X , RESISTANCE VALUE.R o__- MODULUS OF SUBGRADE REACTION,k,poW xh w I �Mo ua we .oe we no ss�e «e 0.05 f H/R,= 2.756 BEARING VALUE,Pa - c= 0.074 130 m dim,wter plate.0,I n dattettlon) 4 i i�r 0 2 4 6 8 10 _` I CALIfORN1A BEARING RAT10,Cell i WRs t a :e ur ro tie» w Airport Iva bad transferred to pipe at depth H(psi) wu= 0.00 vvtn=CP/R,' V" ESS/ Wag Thickness Desian ��M Partially Deteriorated Gravity Pipe Condition Ovaity reduction factor(dimensionless) C= 0.84 [1+q/1())f Exp. 06-30-18 9 CIVIL ?� 7112/17 External hydrostatic pressure from groundveter(psi) P.= 3.39 P„=y,.r(H,,,+D/12)/144 OF CALiFOQ` Minimum thickness required,hydrostatic buckling t,= 0.16 m t+= D ASTM F1216,Equation X1.1 4.04 mm Irr 2K'�'c �I7i+1 Minimum thickness required,ovality check tr= 007 m 1.5---a-(I+-!-SDRe-0.5- 1.3- SCR-P=0 1.72 mn J // ASTM F1216,Equation X1.2 SDR,= 148 If Fi.=0,default SDR=100 Quadratic factors for Eq.X1.2 a= 0.03DIS used to solve for SDR2 and tz: b= -0.510 c= -662.8478 Fully Deteriorated Gravity Pipe Condition Total five bad transferred to pipe at depth H(psi)= W,= 0.64 From Eve bad calculations Water buoyancy factor(dimensionless) R„= 0,T7 R„=1-0.33(HdH)(min.value=0.67) Note:R H„<O,use H„=0 in this calculation Total external pressure on pipe(psi) qr= 1045 ch=0.433H„+aS,HV144+W. Note:IF H„<0,use H.=0 in this calculation Coefficient of elastic support(in-lb) B'= 0.324 B'=1/(1+4e"n �^-See Note X1.3 of ASTM F7216 Minimum thickness required,Luschers buckling equation on ts m I_ (N9,� D'.12 urn ASTM F1216,Equation X1.3 32•R. B'M„•E,-C, Minimum thickness required,pipe stiffness t.= 0.16 in 4.18 mm t=(D4.093-121E)no ASTM F 1216,Equation X1.4 Partially Deteriorated Pressure Pipe Condition Minimum thickness required to wthstand internal pressure It,a O.IX) in t„=D/(](D/d)"-(5.33-oi/PN)]"1) ASTM F1216,Equation X1.6 in spanning across any holes in the original pipe vial dID 0.00 If dID>1.83-( /D)K,ASTM F1216,Equation X1.5,than finer is in ring tension or hoop stress 1.83(tp,MP and fully deteriorated pressure pipe condition applies(ASTM F1216,Equation X1.7) Minimum thickness required by design check t„r= 00.0000. in 0.00 mm Fully Deteriorated Pressure Pipe Condition Minimum thickness required to withstand all external t„z= 0.00 inI,rr=D/((2-on/PN)+2) ASTM F1216,Equation X1.7 loads and the full internal pressure 0.00 mm CIPP Wag Thickness Des&n Summary Host pipe condition Fully Deteriorated CIPP end use application Gravity Flow CIPP outside diameter(host pipe inside diameter) D- 10 in Minimum CIPP thickness calculated t,a,= 0.18 in Greatest value calculated from ASTM F1216 Equations X1.1,X12,X1.3 and X1.4(gravity flour)or 4.69 mm greatest of X1.1,X1.2,X1.3,X1.4 and X1.7(pressure pipe) Minimum CIPP thickness recommended t„n,= 0.18 in Based on a maximum SDR=100 4.69 mm Nodal CIPP thickness to be suppled tcwv 6.0 mm Rounded up to the nearest 1.5 mm to reflect standard CIPP thicknesses supplied SDR = 42 SDR=Dft Maximum recommended SDR for CIPP is 100 per ASTM F1216 CIPP Design Template 7/12/2017 NEK FtydMuk Cakuladons CIPP inside diameter(in) D,= 9.5 Flow area of host pipe(fe) A,= 0.55 Flow area of CIPP(ft) A,= 0.50 Capacity of host pipe(cfs) Q,= 8.28 Q=1.486 A RH Ste(Manning's Equation) Capacity of CIPP(cfs) 4. 10.91 where RH=hydraulic radius=0/4 for pipe flowing full %increase/decrease in Flow Capacity AQ= 32% QppFESS/p �Ho. 69170 n' A * _ 0&30-18 9f CIVIL ? 7/12/17 OF CpItFCQ- CIPP Design Template 7/12/2017 NEK Cured-In-Place Pipe(CIPP)Wall Thickness Design and Hydraulic Capacity Calculations Project:FY 2016/17 SEWER LINING PROJECT C.C.No.1544 Location:Huntington Beach,Ca Owner:City of Huntington Beach Line Segment(s):BAnch Desian Assumptions: 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(fUft) S= 0.190 Host pipe Manning's roughness(dimensionless) in,= 0.015 varies from 0,013-0.030(deperdent 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 table below for recommended values From Table 5.6 of AWWA Manual of Water Practices M45,Second Edition % Cohesive Native Soils r� Granular Native Soils Unconfined compressive M.. d � 69170 strength(q„) Ian BlowsRt(per ASTM Description * Exp. 06-30-18 Description tonslsf We psi MPa �` D1586) 9p CIVIL �txP >0-1 �_na Bose >0-0.125 0-13 ve ,verysoft 50 0.3 F CF CALLFO ___I--2 v�Bose_ 0.126-0.25 13-25 v soft 200 1.4 2-4 __ _ _ 025-0.50 25-50 soft 700 4.8 4-6 lose 0.0- 50-100 nt _ 1_500 0.3 8-15 slightlycompact 7..0-2.0.0 100-200 stiff stiff 3,000 20.7 15-30 COR�nt 2.0-4.0 200-400 very stiff _ 5_000 34.5 7112/17 dense 4f 6.0 400-660 hard 10,000 69.0 >50 very dense >6.0 >600 very hard 20,000 138.0 Flexural modulus of Elasticity of CIPP,initial(psi) E= 250,000 Minimum value is 250,000 psi per ASTM F1216 Long-tern retention of mechanical properties(%) 60% 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) EL= 125,000 Deter coed 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 weight of soil(pcf) 5,= 120 Applies to fully deteriorated designs only Unit weight of water(pcf) a.. 62 A Depth of cover(it) 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 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 hole or opening in original pipe wei(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 F 1216 Flexural strength of CIPP,initial(psi) aim 4,500 Minimum value is 4,500 psi per ASTM F1216 Flexural strength of CIPP,time-weighted(psi) at- 4,500 At bucking the time-weighled flexural strength is equal to the lower 95%confidence value of the short-term(D7< Tensile strength of CIPP,initial(psi) or- 3,000 Pressure pipe applications only! Tensile strength of CIPP,long-term(psi) -Tt= 1,500 Determined from long-term tensile strength testing. Enhancement factor(dimensionless) K=I 7.0 1 Minimum value recommended per ASTM F1216 Surface live loading condition H2O H2O,E80 or airport H2O Calculations fHiehwav Loadsl Impact factor for traffic bad(dimensionless) M= 1.0 From AASHTO Standard Specifications for Highway Bridges,12th Edition Distributed bad area over pipe at depth H If?) Au= 517.4 See table and figures below Total applied surface wheel bad(lb) Ptw= 48,000 Based on critical loading configuration(see lade belovi) H2O live bad transferred to pipe at depth H(psi) wo,= 0.6 wL=(P-N)/(144 A,) Critical Loading Confr urations for H2O loads rAASHTO Condition H,ft P,Ibs ALL, ' 1 H<1.33 16,000 .83+ ft1.75H 1.67+1.75H 2 1.335H<4.10 32,000 0.83+1.75H 5.67+1.75H 3 4.105H 48,000 4.83+1.75H)(5.67+1.75H) "4F, wbM toga Maas w..:taw n.w P vn,u+twa A,ee 1 ybt a � �b1• ` - Condition 1.Distributed Load Area-Single Dual Wheel Condition 2.Distributed Load Area-Two H2O Trucks Passing Condition 3.Distributed Load Area-Aaernate Loads in Passing Mode E80 Calculations(Railway Loads) E80 live bad transferred to pipe at depth H(psi) wo,= 0.00 from graph below E80 Live Loads on Pipe Installed Under Railroads (From Concrete Pipe Handbook,Stir Edition) �c +� gg "d o o o o�a 2S�d c� o000 25 a a S,0001b per p 30 ._._-__. _-_..._..- ..-.___.-.. O 00 - NNNN O OQCO NN-N 30 a Qmmeoge re+.nrn.nv mmmm finft a~r 25 v==9.5W) +) 27.468�'' L" 15 iwM Mw M W wo.w �= 15 "8:5.ry•5. y. 5.6. 8. 8:5:y5. 9.y•�.5.5• o-9. 0 S Q. 0 10 20 30 Figunif 4.30. Spacing of Wheel Loads Per Axle tar a Unit Load(psi) Cooper E 80 Design Loading. m i = CIPP Design Template 7/12/2017 NEK Airport Loads Modulus of elasticity of concrete(psi) Eli= 4,000,000 default value is 4,000,000 Poisson's ratio of concrete(dimensionless) p= 0.15 de auk value is 0.15 CALIFORNIA BEARING RATIO,CBR Modulus of subgrade reaction(lorin') k= 250 see adjacent figure 5 Thickness of concrete pavement m h= 12 UNIFIED Depth of cover,top of pipe to bottom of slab(k) H= 9.0 UNIFIED SDtt CLASSIFICATION Horizontal distance from pipe centerine(R) X= 0 assumed=0(worst case) Ceres of Engwon U.S.Army and .: -..- Radius of stiffness of the rigid Eh' U.S.Burnru el Reclarrouan j - g' pavement(k) R,= 3.27 R s-° t 121-µZ Wheel bad(bs) Pu= 90,000 AASHTD SOIL CLASSIFICATION i Fedvnl Hiomy Administration i _ Worst-case loading scenario is for 2 bads spaced O.BR,apart and is calculated below For alternate bating conditions,see Concrete Pipe Handbook,5th Edition •-- -- Pressure Coefficient(C)for XlRs=O 2lmds Ong Rs {{{ FEDERAL AVIATION AGENCY span alone S . axis of pipe P n 0,25 d ctes-nr:ntre , y=-0.0005x'+0.0101x�-0.0756x+02162 } I 0.2 N x 0.15 _, -,-. "--,. RESISTANCE VALUE,8 it � rw+l s "°r`F" '1'�_ '�k�' .•r° � .rrtr � \ . '. i = r 0.1 > O MODULUS OF SUBGRADE REACTION,It,psi par mch man nrel ,eoo ego +tie dA9 wo +eo- a 0.05 11,10._ 2.758 BEARING VALUE PV C= 0.074 i i ,f40 in d,&i W*r ptete,0.I n detlei t-) 0 2 4 6 8 10 CALiFORN1A BEARING RAT10,CBfl wits Airport live load transferred to pipe at depth H(psi) wu= 0.00 w,s=CP/R,` ?A ESS/ON MAH F Wall Thickness Oesion y � Partially Deteriorated Gravity Pipe Condition a O �" m _ 1-q/100 � r'� 69170 A Ovaity reduction factor(dimensionless) C= 0.84 C ([1+q/1001' 06-30-18 -9r CIVIL t` 7/12/17 P External hydrostatic pressure from groundwater(psi) P== 3.32 P.=y,,,.(H{-D/12N144 O`VI Minimum thickness required,hydrostatic buckling li Dt= 0.13 In t+' ASTM F1216,Equation Xt.t 3.21 mm I( 2•K' C Minimum thickness required,ovality check .5 n . . •�+�)-SDR-0.5. 1+q_1 )•SDR-P=0 ASTM F1216,Equation X1.2 1.3 1� 1 ° SDR= 150 It P.=0,default SDR=100 Quadratic factors for Eq.X1.2 a= 0.0306 used to solve for SDR2 aril G: b= -0.510 c= -6772575 Fully Deteriorated Grav/ry Pipe Condition Total live bad transferred to pipe at depth H(psi)= W.= 0.64 From live bad calculations Water buoyancy factor(cimensionless) R== 0.77 R„.=1-0.33(HJH)(min.value=0.67) Note:If H„<O,use H„=0 in this calculation Total external pressure on pipe(psi) qr= 10.37 qr=0.4331-1„+akHR,/144+W. Note:N H„<O,use H.=0 in this calculation Coefficient of elastic support(in-lb) B. B'=1/(1+4e'-) �, �-See Note X1.3 of ASTM F1216 Minimum thickness required,Luschefs bucking equation t,= 0.15 m l=r (Nq,)'•D'.12 a ASTM F1216,Equation X1.3 3.73 mm 32-R -B'•M„-EL C Minimumthickness required,pipe stiffness t,= 013 in 3.35 mm t=(03'0.093-IM'o ASTM F1216,Equation X1.4 Partially Deteriorated Pressure Pipe Condition Minimum thickness required to withstand internal pressure to= 0.00 in ta=D/([(D/t -(5.33-oL/PN))`+1) ASTM F1216,Equation X1.6 in spanning across arty holes in the original pipe w 11 dlD= 0.00 If dgD>1.83-(ta/D)x,ASTM F1216,Equation X1.5,then liner is in ring tension or hoop stress 1.83(ta/D)" '110 and fully deteriorated pressure pipe condition applies(ASTM F1216,Equation X1 7) Minimum thickness required by design check tar= 0.00 in 0-00 mm Fully Deteriorated Pressure Pipe Condition Minimum thickness required to withstand all external tat= 0.00 in 1,.=D/((2-on/PN)+2) ASTM F1216,Equation X1.7 loads and the full internal pressure = 0.00 mm CIPP Wag Thickness Design Summary Host pipe condition Fully Deteriorated CIPP end use application Gravity Flow CIPP outside diameter(host pipe inside diameter) D= 8 in Minimum CIPP thickness calculated t-= 0.15 in Greatest value calculaW from ASTM F1216 Equations X1.1,X1.2,X1.3 and X1.4(gravity flov4 or = 3,73 rrrn greatest of X1.1,X12,X1.3,X1.4 and X1.7(pressure pipe) Minimum CIPP thickness recommended q,,,,,= 0,15 in Erased on a minimum SDR=100 373 mm Nominal CIPP thickness to be supplied kiry= 4.5 mm Rounded up to the nearest 1.5 mmto reflect standard CIPP thcknesses supplied SDR= 45 SDR=DR Maximum recommended SDR for CIPP is 100 per ASTM F1216 CIPP Design Template 7/12/2017 NEK Hydrau4c Cafcubams CIPP inside diameter(in) D'= 7.6 Flow area of host pipe(fe) A,- 0.35 Flow area of CIPP(fly) Ar= 0.32 Capacity of Fast pipe(cfs) W= 4.57 Q=1 486-A R„-S'r`(Marmings Equation) Capacity of CIPP(CIS) Qr= 6.07 where RH=hydraulic radius=D14 for pipe flowing full %increase/decrease in Flow Capacity AQ= 33% QppF ESS/p Or Ew 06-30-18 9T CIVIL 2 7/12/17 F Or p,�tFCF CIPP Design Template 7/12/2017 NEK Document 2163 V3 F2, Language EN V1, Approved 2009-2-17,©2017 Ashland Inc. Page 1(3) Technical Datasheet -1nd' always solving HETRONTM Q 6405 Epoxy Vinyl Ester Resin HETRON Q 6405 series resins are corrosion-resistant vinyl ester resins formulated for the special requirements of the cured in-place pipe market. -Excellent corrosion resistance -Excellent impact strength APPLICATIONS AND HETRON Q 6405 series resins are recommended for cured in-place pipe applications. USE TYPICAL LIQUID Propertyl'>at 25°C(77°F) Value Unit RESIN PROPERTIES Percent Solids 56 %minimum Viscosity, Brookfield,spindle#4 @ 20 rpm 4000 mPas(cps) Monomer styrene Thixotropic Index 4.0 Specific Gravity 1.06 gm/cc (1)Properties are typical values based on material tested in our laboratories. Typical values should not be construed as a guaranteed analysis of any specific lot or as specification items. TYPICAL CURING HETRON Q 6405 resin cured with 1.0%PERKADOX(2)16&0.5%Tertiary Butyl CHARACTERISTICS Perbenzoate 60°C(140°F)Gel Time 22 minutes 25°C(77°F)Catalyzed Stability >24 hours HETRON Q 6405M resin cured with 1.25%TRIGONOXI2>121 BB75&0.5%Tertiary Butyl Perbenzoate 82°C(180°F)Gel Time 25 minutes 25°C(77°F)Catalyzed Stability >24 hours (2) Registered trademark of Akzo-Nobel. TYPICAL MECHANICAL W `Registered service mark of the American Chemistry Council.®Registered trademark and-trademark of Ashland Inc. Responsbe Care-Ashland is committed to the continuous evolution of technology and service solutions that promote health,safety and environmental protection around the world. Document 2163 V3 F2, Language EN V1, Approved 2009-2-17,©2017 Ashland Inc. Page 2(3) Technical Datasheet -tish1 "UnLid' always solving HETRONTM Q 6405 Epoxy Vinyl Ester Resin PROPERTIES Casting Properties Property')of clear casting(3)cured at 138°C(280°F) Value(SI) Value(US) Method Flexural Strength 75 MPa 10,900 psi ASTM D790 Flexural Modulus 3200 MPa 465 ksi ASTM D790 Barcol Hardness 35 35 ASTM D2583 Heat Distortion Temperature 109°C 229'F ASTM D648 Polyester Felt Reinforced Composite Properties Property')of composite cured at 71°C(160°F) Value(SI) Value(US) Method Flexural Strength 67 MPa 9700 psi ASTM D790 Flexural Modulus 3100 MPa 450 ksi ASTM D790 Compressive Strength 104 MPa 15,100 psi ASTM D695 Compressive Modulus 3450 MPa 500 ksi ASTM D695 Barcol Hardness 35 35 ASTM D2583 (3)Catalyzed with 1% PERKADOX 16 catalyst and 0.5%tertiary butyl perbenzoate and cured for 2 hours. CERTIFICATES AND The manufacturing,quality control and distribution of products, by Ashland Performance Materials, APPROVALS comply with one or more of the following programs or standards: ISO 9001, Responsible Care, ISO 14001 and OHSAS 18001. STANDARD PACKAGE Non-Returnable Drum with Net Weight of 205 Kgs(452 Lbs) DOT Label Requirement: Flammable Liquid COMMERCIAL Three months from date of shipment,when stored in accordance with the storage conditions stated WARRANTY below. STORAGE Drums-Store at temperatures below 25°C(77°F). Storage life decreases with increasing storage temperature. Avoid exposure to heat such as direct sunlight or steam pipes. To avoid contamination of the product with water,do not store outdoors. Keep containers sealed to prevent moisture pick-up and monomer loss. Mild mixing is recommended after prolonged storage. Rotate stock. Registered service mark of the American Chemistry Council.®Registered trademark and-trademark of Ashland Inc. Responsible Care-Ashland is committed to the continuous evolution of technology and service solutions that promote health,safety and environmental protection around the world. Document 2163 V3 F2, Language EN V1, Approved 2009-2-17,©2017 Ashland Inc. Page 3(3) Technical Datasheet &0000 TAs h I EIDL.L d' always solving HETRONTM Q 6405 Epoxy Vinyl Ester Resin Bulk-Refer to Ashland's Bulk Storage and Handling Manual for Polyesters and Vinyl Esters. A copy of this may be obtained from Ashland Performance Materials at+1.614.790.3333 or 1.800.523.6963. All other conditions being equal, higher storage temperatures will reduce product stability and lower storage temperatures will extend product stability. Notice All information presented herein is believed to be accurate and reliable,and is solely for the user's consideration,investigation and verification.The information is not to be taken as an express or implied representation or warranty for which Ashland assumes legal responsibility.Any warranties, including warranties of merchantability,fitness for use or non-infringement of intellectual property rights of third parties,are herewith expressly excluded. Since the user's product formulations,specific use applications and conditions of use are beyond the control of Ashland,Ashland makes no warranty or representation regarding the results which may be obtained by the user. It shall be the sole responsibility of the user to determine the suitability of any of the products mentioned for the user's specific application. Ashland requests that the user reads,understands and complies with the information contained herein and the current Material Safety Data Sheet. •Registered service mark of the American Chemistry Council.®Registered trademark and-trademark of Ashland Inc. Responsible Care*Ashland is committed to the continuous evolution of technology and service solutions that promote health,safety and environmental protection around the world. COMPOSITE POLYMERS m HETRON CR Q 6405 Series, Document 2006 V1 F2, Language EN V1, Approved 2008-9-8, Page 1 (3) HETRON® Q 6405 Series Epoxy Vinyl Ester Resin HETRON Q 6405 series resins are corrosion-resistant vinyl ester resins formulated for the special requirements of the cured in-place pipe market. -Excellent corrosion resistance - Excellent impact strength APPLICATIONS AND HETRON Q 6405 series resins are recommended for cured in-place pipe applications. USE TYPICAL LIQUID RESIN Property(l)at 25°C(77'F) Value Unit PROPERTIES Percent Solids 56 %minimum Viscosity, Brookfield,spindle#4 @ 20 rpm 4000 mPas(cps) ~ Monomer styrene Thixotropic Index 4.0 Specific Gravity 1.00 (11 Properties are typical values,based on material tested in our laboratories. Typical values should not be construed as a guaranteed analysis of any specific lot or as specification items. TYPICAL CURING HETRON Q 6405 resin cured with 1.0%PERKADOX(�)16 8r 0.5% CHARACTERISTICS Tertiary Butyl Perbenzoate 60°C(140°F)Gel Time 22 minutes 25°C(77°F)Catalyzed Stability _ >24 hours HETRON Q 6405M resin cured with 1.25%TRIGONOX(Z)121 BB75 8r 0.5%Tertiary Butyl Perbenzoate 82°C(180°F)Gel Time 25 minutes 25°C(77°F)Catalyzed Stability >24 hours (2)Registered trademark of Akzo-Nobel. Ashland is committed to continuous evolution of O Registered trademark and T.trademark of Ashland Inc. technology and service solutions that promote health,safety 'Registered service mark of the American Chemistry Council and environmental protection around the world, *Ashland Inc.All rights reserved. COMPOSITE POLYMERS � HETRON CR Q 6405 Series, Document 2006 V1 F2, Language EN V1, Approved 2008-9-8, Page 2(3) HETRON@ Q 6405 Series Epoxy Vinyl Ester Resin TYPICAL MECHANICAL Casting Properties PROPERTIES Property0)of clear casting(3)cured at Value(SI) Value(US) Method 138°C(280°F) Flexural Strength 75 MPa 10,900 psi ASTM D790 Flexural Modulus 3200 MPa 465 ksi ASTM D790 Barcol Hardness 35 35 ASTM D2583 Heat Deflection Temperature 109°C 229T ASTM D648 Polyester Felt Reinforced Composite Properties Property of composite cured at 71°C Value(SI) Value(US) Method (160°F) Flexural Strength 67 MPa 9700 psi ASTM D790 Flexural Modulus _ 3100 MPa 450 ksi ASTM D790 Compressive Strength 104 MPa 15,100 psi ASTM D695 Compressive Modulus 3450 MPa 500 ksi ASTM D695 Barcol Hardness 35 35 ASTM D2583 (3)Catalyzed with 1%PERKADOX 16 catalyst and 0.5%tertiary butyl perbenzoate and cured for 2 hours. CERTIFICATES AND The manufacturing, quality control and distribution of products, by Ashland Composite APPROVALS Polymers, comply with one or more of the following programs or standards: ISO 9001, Responsible Care, ISO 14001 and OHSAS 18001. STANDARD PACKAGE Non-Returnable Drum with Net Weight of 205 Kg (452 Lb) DOT Label Requirement: Flammable Liquid COMMERCIAL Three months from date of shipment,when stored in accordance with the storage WARRANTY conditions stated below. STORAGE Drums-Store at temperatures below 25°C (77°F). Storage life decreases with increasing storage temperature. Avoid exposure to heat such as direct sunlight or steam pipes. To avoid contamination of the product with water, do not store outdoors. Keep sealed to prevent moisture pick-up and monomer loss. Mild mixing is recommended after prolonged storage. Rotate stock. Ashland is committed to continuous evolution of ©Registered trademark and-trademark of Ashland Inc. technology and service solutions that promote health,safety 'Registered service mark of the American Chemistry Council and environmental protection around the world. O Ashland Inc.All riohls reserved. I COMPOSITE POLYMERS � HETRON CR Q 6405 Series, Document 2006 V1 F2, Language EN V1, Approved 2008-9-8, Page 3(3) HETRON® Q 6405 Series Epoxy Vinyl Ester Resin Bulk- Refer to Ashland's Bulk Storage and Handling Manual for Polyesters and Vinyl Esters. A copy of this may be obtained from Ashland Composite Polymers at +1.614.790.3333 or 1.800.523.6963. All other conditions being equal, higher storage temperatures will reduce product stability and lower storage temperature will extend product stability. Notice All information presented herein is believed to be accurate and reliable, and is solely for the user's consideration, investigation and verification.The information is not to be taken as an express or implied representation or warranty for which Ashland assumes legal responsibility.Any warranties, including warranties of merchantability or non-infringement of intellectual property rights of third parties, are herewith expressly excluded. Since the user's product formulations, specific use applications and conditions of use are beyond the control of Ashland,Ashland makes no warranty or representation regarding the results which may be obtained by the user. It shall be the responsibility of the user to determine the suitability of any of the products mentioned for the user's specific application. Ashland requests that the user reads, understands and complies with the information contained herein and the current Material Safety Data Sheet. More information Ashland Composite Polymers 5200 Blazer Parkway Dublin, OH 43017 USA Phone: +1 800 523 6963 Ashland is committed to continuous evolution of ®Registered trademark and T"'trademark of Ashland Inc. technology and service solutions that promote health,safety 'Registered service mark of the American Chemistry Council and environmental protection around the world. 6 Ashland Inc.All rights reserved. j Document 2163 V3 F2, Language EN V1, Approved 2009-2-17,O 2015 Ashland Inc. Page 1(3) Technical Datasheet Ashland Performance Materials e o HETRON TM Q 6405 Epoxy Vinyl Ester Resin HETRON Q 6405 series resins are corrosion-resistant vinyl ester resins formulated for the special requirements of the cured in-place pipe market. Excellent corrosion resistance Excellent impact strength APPLICATIONS AND HETRON Q 6405 series resins are recommended for cured in-place pipe applications. USE TYPICAL LIQUID Property4'I at 25°C(77°F) Value Unit RESIN PROPERTIES Percent Solids _ _ _ 56 %minimum Viscosity, Brookfield, spindle#4 @ 20 rpm 4000— mPas(cps) Monomer styrene Thixotropic Index 4.0 Specific Gravity 1.06 gm/cc (1)Properties are typical values based on material tested in our laboratories. Typical values should not be construed as a guaranteed analysis of any specific lot or as specification items. TYPICAL CURING HETRON Q 6405 resin cured with 1.0%PERKADOX(2)16&0.5%Tertiary Butyl CHARACTERISTICS Perbenzoate 60°C(140°F)Gel Time 22 minutes 25°C(77°F)Catalyzed Stability >24 hours HETRON Q 6405M resin cured with 1.25%TRIGONOXj2i 121 BB75&0.5%Tertiary Butyl Perbenzoate 82°C(180°F)Gel Time 25 minutes 25°C(77°F)Catalyzed Stability >24 hours (2) Registered trademark of Akzo-Nobel. TYPICAL MECHANICAL Ashland is committed to the continuous evolution of technology and service solutions that promote health,safety and environmental protection around the world Registered service mark of the American Chemistry Council®Registered trademark and'"trademark of Ashland Inc. Rosponsibta Cale' Document 2163 V3 F2, Language EN V1, Approved 2009-2-17,©2015 Ashland Inc, Page 2(3) Technical Datasheet Ashland Performance Materials o HETRONTM Q 6405 Epoxy Vinyl Ester Resin PROPERTIES Casting Properties Propertyll)of clear casting(3)cured at 138°C(280°F) Value(SI) Value(US) Method Flexural Strength 75 MPa 10,900 psi ASTM D790 Flexural Modulus 320_0 MPa 465 ksi ASTM D790 Barcol Hardness 35 35 ASTM D2583 Heat Distortion Temperature 109°C 229°F ASTM D648 Polyester Felt Reinforced Composite Properties Property0)of composite cured at 71°C(160°F) Value(SI) Value(US) Method Flexural Strength 67 MPa 9700 psi ASTM D790 Flexural Modulus 3100 MPa 450 ksi ASTM D790_ Compressive Strength 104 MPa 15,100 psi ASTM D695 Compressive Modulus 3450 MPa 500 ksi ASTM D695 Barcol Hardness 35 35 ASTM D2583 (3)Catalyzed with 1%PERKADOX 16 catalyst and 0.5%tertiary butyl perbenzoate and cured for 2 hours. CERTIFICATES AND The manufacturing,quality control and distribution of products, by Ashland Performance Materials, APPROVALS comply with one or more of the following programs or standards: ISO 9001, Responsible Care, ISO 14001 and OHSAS 18001. STANDARD PACKAGE Non-Returnable Drum with Net Weight of 205 Kgs(452 Lbs) DOT Label Requirement: Flammable Liquid COMMERCIAL Three months from date of shipment,when stored in accordance with the storage conditions stated WARRANTY below. STORAGE Drums-Store at temperatures below 25°C(77°F). Storage life decreases with increasing storage temperature. Avoid exposure to heat such as direct sunlight or steam pipes. To avoid contamination of the product with water, do not store outdoors. Keep containers sealed to prevent moisture pick-up and monomer loss. Mild mixing is recommended after prolonged storage. Rotate stock. 120 Ashland is committed to the continuous evolution of technology and service solutions that promote health,safety and environmental protection around the world. VP 'Registered service mark of the American Chemistry Council.0 Registered trademark and TM trademark of Ashland Inc, ResponsitNe Caro• Document 2163 V3 F2, Language EN V1, Approved 2009-2-17,©2015 Ashland Inc. Page 3(3) Technical Datasheet i Ashland Performance Materials HETRONTM Q 6405 Epoxy Vinyl Ester Resin Bulk-Refer to Ashland's Bulk Storage and Handling Manual for Polyesters and Vinyl Esters. A copy of this may be obtained from Ashland Performance Materials at+1.614.790.3333 or 1.800.523.6963. All other conditions being equal,higher storage temperatures will reduce product stability and lower storage temperatures will extend product stability. Notice All information presented herein is believed to be accurate and reliable,and is solely for the user's consideration, investigation and verification.The information is not to be taken as an express or implied representation or warranty for which Ashland assumes legal responsibility.Any warranties,including warranties of merchantability or non-infringement of intellectual property rights of third parties,are herewith expressly excluded. Since the user's product formulations,specific use applications and conditions of use are beyond the control of Ashland,Ashland makes no warranty or representation regarding the results which may be obtained by the user. It shall be the responsibility of the user to determine the suitability of any of the products mentioned for the user's specific application. Ashland requests that the user reads, understands and complies with the information contained herein and the current Material Safety Data Sheet. Ashland is committed to the continuous evolution of technology and service solutions that promote health,safety and environmental protection around the world. Registered service mark of the American Chemistry Council.0 Registered trademark and"'trademark of Ashland Inc. fle5p0(191bi@ GAtf' Page: 1 SAFETY DATA SHEET Revision Date: 05/21/2015 Print Date: 8/3/2015 SDS Number: R0329320 HetronTM Q 6405 RESIN Version: 1.0 TM Trademark,Ashland or its subsidiaries, registered in various countries 148821 29 CFR 1910.1200(OSHA HazCom 2012) SECTION 1. PRODUCT AND COMPANY IDENTIFICATION Product identifier Trade name HetronTM Q 6405 RESIN TM Trademark,Ashland or its subsidiaries, registered in various countries Recommended use of the chemical and restrictions on use Details of the supplier of the safety data Emergency telephone number sheet 1-800-ASHLAND(1-800-274-5263) Ashland P.O. Box 2219 Regulatory Information Number Columbus, OH 43216 1-800-325-3751 United States of America Product Information 614-790-3333 EHS Customer Requests@ashland.com SECTION 2. HAZARDS IDENTIFICATION GHS Classification Flammable liquids Category 3 Combustible Dust Skin irritation Category 2 Eye irritation Category 2A Specific target organ Category 3(Respiratory system) systemic toxicity-single exposure Specific target organ Category 1 (Auditory system) systemic toxicity-repeated exposure(Inhalation) GHS Label element Hazard pictograms 1 /18 Page:2 SAFETY DATA SHEET Revision Date: 05/21/2015 Print Date:8/3/2015 t SDS Number:R0329320 HetronTO Q 6405 RESIN Version: 1.0 TO Trademark,Ashland or its subsidiaries,registered jIn various countries 148821 I Signal Word Danger i Hazard Statements Flammable liquid and vapor. 1 May form combustible dust concentrations in air. Causes skin irritation. Causes serious eye irritation. May cause respiratory irritation. Causes damage to organs(Auditory system)through prolonged or repeated exposure if Inhaled. Precautionary Statements Prevention: Keep away from heat/sparks/open flames/hot surfaces. -No 4 smoking. Keep container tightly closed. Ground/bond container and receiving equipment. Use explosion-proof electrical/ventilating/lighting/equipment. Use only non-sparking tools. Take precautionary measures against static discharge. Do not breathe dust/fume/gas/mist/vapors/spray. Wash skin thoroughly after handling. Do not eat,drink or smoke when using this product. Use only outdoors or in a well-ventilated area. Wear protective gloves/eye protection/face protection. Response: IF ON SKIN(or hair):Take off immediately all contaminated clothing. Rinse skin with water/shower. IF INHALED:Remove person to fresh air and keep comfortable for breathing. Call a POISON CENTER or doctor/physician if you feel unwell. IF IN EYES:Rinse cautiously with water for several minutes. Remove contact lenses,if present and easy to do. Continue rinsing. Get medical advice/attention If you feel unwell. If skin irritation occurs: Get medical advice/attention. If eye irritation persists:Get medical advice/attention. Take off contaminated Clothing and wash before reuse. In case of fire: Use dry sand,dry chemical or alcohol-resistant foam to extinguish. Storage: Store in a well-ventilated place. Keep container tightly closed. Store in a well-ventilated place.Keep cool. Store locked up. Disposal: Dispose of contents/container to an approved waste disposal plant. Other hazards Static Accumulating liquid SECTION 3.COMPOSITION/INFORMATION ON INGREDIENTS 211 I i t -jASH Page:3 SAFETY DATA SHEEN' Revision Date: 06/21/2015 Print Date:8/3/20i5 SDS Number:R0329320 HetronTm Q 6405 RESIN Version: 1.0 Tm Trademark,Ashland or its subsidiaries,registered in various countries 148821 Substance/Mixture Mixture I Chemical nature Static Accumulator Chemical nature Aspiration hazard Chemical nature Defatter Hazardous components Chemical Name Concentratiori' CAS-No:. Glasslticatiori STYRENE 100-42-5 Flam. Liq. 3; H226 42.65 Acute Tox,4; H332 Skin Irrit.2;H315 Eye Irrit. 2A; H319 STOT SE 3;H335 STOT RE 1; H372 Asp.Tox. 1;H304 SECTION 4. FIRST AID MEASURES General advice Move out of dangerous area. Call a POISON CENTRE or doctor/physician if exposed or you feel unwell. Show this safety data sheet to the doctor in attendance. Do not leave the victim unattended. If Inhaled Move to fresh air. IF INHALED: Cali a POISON CENTER or doctor/physician if you feel unwell. Keep patient warm and at rest. If unconscious place In recovery position and seek medical advice. In case of skin contact Remove contaminated clothing. if irritation develops, get medical attention, If on skin, rinse well with water. Wash contaminated clothing before re-use. If on clothes, remove clothes. In case of eye contact Immediately flush eye(s)with plenty of water. Remove contact lenses. 3/18 _JAS"LJA&400 Page:4 SAFETY DATA SHEET Revision Date: 05/21/2016 Print Date:8/3/2015 SDS Number.R0329320 HetronTm Q 6405 RESIN Version: 1.0 Tm Trademark, Ashland or its subsidiaries, registered in various countries 148821 Protect unharmed eye. If swallowed : Obtain medical attention. Do not give milk or alcoholic beverages, Never give anything by mouth to an unconscious person. If symptoms persist,call a physician. Most important symptoms Signs and symptoms of exposure to this material through and effects, both acute and breathing, swallowing,and/or passage of the material through delayed the skin may include: stomach or Intestinal upset(nausea,vomiting,diarrhea) irritation(nose,throat,airways) confusion Causes skin irritation. Causes serious eye irritation. May cause respiratory irritation. Causes damage to organs through prolonged or repeated exposure if inhaled. j Notes to physician No hazards which require special first aid measures. SECTION 5. FIREFIGHTING MEASURES Suitable extinguishing media Use extinguishing measures that are appropriate to local circumstances and the surrounding environment. Water spray Foam Alcohol-resistant foam Carbon dioxide(CO2) Dry chemical Unsuitable extinguishing High volume water jet media Specific hazards during Organic dusts at sufficient concentration can form explosive firefighting mixtures in air. Never use welding or cutting torch on or near drum (even empty)because product(even just residue)can ignite explosively. Beware of vapours accumulating to form explosive concentrations.Vapours can accumulate in low areas. Do not allow run-off from fire fighting to enter drains or water courses. Hazardous combustion carbon dioxide and carbon monoxide products toxic fumes Hydrocarbons formaldehyde Specific extinguishing methods 4/98 _jASH Page:5 SAFETY DATA SHEET Revision Date: 05/21/2015 Print Date:8/3/2015 SDS Number:R0329320 HetronTm Q 6405 RESIN Version: 1.0 Tm Trademark,Ashland or its subsidiaries, registered in various countries 148821 I Product Is compatible with standard fire-fighting agents. Further information Do not use a solid water stream as it may scatter and spread fire. Fire residues and contaminated fire extinguishing water must be disposed of In accordance with local regulations. Use a water spray to cool fully closed containers. Polymerization will take place under fire conditions. If polymerization occurs in a closed container,there is a possibility it will rupture violently. Cool storage container with water, if exposed to fire. Special protective equipment In the event of fire,wear self-contained breathing apparatus. for firefighters SECTION 6.ACCIDENTAL RELEASE MEASURES Personal precautions, Evacuate personnel to safe areas. protective equipment and Remove all sources of ignition. emergency procedures Use personal protective equipment. Ensure adequate ventilation. Beware of vapours accumulating to form explosive concentrations.Vapours can accumulate in low areas. Persons not wearing protective equipment should be excluded from area of spill until clean-up has been completed. Environmental precautions Prevent product from entering drains. Prevent further leakage or spillage if safe to do so. If the product contaminates rivers and lakes or drains inform respective authorities. Methods and materials for Contain spillage,and then collect with non-combustible containment and cleaning up absorbent material,(e.g.sand,earth,diatomaceous earth, vermiculite)and place in container for disposal according to local/national regulations(see section 13). 1 Other Information Comply with all applicable federal, state, and local regulations. Suppress(knock down)gases/vapours/mists with a water spray jet. f SECTION 7.HANDLING AND STORAGE Advice on safe handling Open drum carefully as content may be under pressure. Avoid formation of aerosol. Provide sufficient air exchange and/or exhaust in work rooms. 5./1:8 -As"LAiN00 Page:6 SAFETY DATA SHEET Revision Date: 05/21/2015 Print Date:8/3/2015 SDS Number:R0329320 HetronTm Q 6405 RESIN Version: 1.0 T0.°Trademark,Ashland or its subsidiaries,registered in various countries 148821 Do not breathe vapours/dust. Do not smoke. Container hazardous when empty. Take precautionary measures against static discharges. Avoid exposure-obtain special instructions before use. Avoid contact with skin and eyes. Smoking,eating and drinking should be prohibited in the application area. For personal protection see section 8. Dispose of rinse water in accordance with local and national regulations. Secondary operations,such as grinding and sanding,may produce dust. Maintain good housekeeping. Do not permit dust layers to accumulate,for example,on floors,ledges, and equipment,in order to avoid any potential for dust explosion hazards. For further guidance on prevention of dust explosions, refer to National Fire Protection Association(NFPA)654: "Standard for the Prevention of Fire and Dust Explosions,from the Manufacturing, Processing and Handling of Combustible Particulate Solids". I Conditions for safe storage Keep container tightly closed In a dry and weft-ventilated place. Containers which are opened must be carefully resealed and kept upright to prevent leakage. Observe label precautions. No smoking. Electrical installations/working materials must comply with the technological safety standards. SECTION 8. EXPOSURE CONTROLS/PERSONAL PROTECTION Components with workplace control parameters Components CA$No. Vaiue`tyi?e Cont.rot Basis. (Form of parameters exposure) Permissible concentration STYRENE 100-42-5 TWA 20 ppm ACGIH STEL 40 ppm ACGIH REL 50 ppm NIOSH/GUID 215 mg/m3 E STEL 100 ppm NIOSH/GUID 425 mg/m3 E TWA 1 100 DDM I OSHA/Z2 Ceiling 200 ppm OSHA/Z2 MAX. CONC 600 ppm OSHA/Z2 6/1.8 Page: 7 j SAFETY DATA SHEET Revision Date: 05/21/2015 Print Date:8/3/2015 SDS Number: R0329320 HetronTM Q 6405 RESIN Version: 1.0 TM Trademark,Ashland or its subsidiaries, registered in various countries 148821 Biological occupational exposure limits Components CAS-No. Control Biological Samplin Permissible Basis parameters specimen g time concentratio n STYRENE 100-42-5 styrene Venous Samplin 0.2 mg/I blood g time: End of shift. Remarks: Semi-quantitative Mandelic Creatinine Samplin 400 mg/g acid plus in urine g time: phenylglyox End of lic acid shift. Remarks: Nonspecific Engineering measures Provide sufficient mechanical(general and/or local exhaust) ventilation to maintain exposure below exposure guidelines(if applicable)or below levels that cause known, suspected or apparent adverse effects. Provide appropriate exhaust ventilation at places where dust is formed. Personal protective equipment Respiratory protection In the case of vapour formation use a respirator with an approved filter. A NIOSH-approved air-purifying respirator with an appropriate cartridge and/or filter may be permissible under certain circumstances where airborne concentrations are expected to exceed exposure limits (if applicable)or if overexposure has otherwise been determined. Protection provided by air- purifying respirators is limited. Use a positive pressure,air- supplied respirator if there is any potential for uncontrolled release,exposure levels are not known or any other circumstances where an air-purifying respirator may not provide adequate protection. Hand protection Remarks The suitability for a specific workplace should be discussed with the producers of the protective gloves. Eye protection Wear chemical splash goggles when there is the potential for exposure of the eyes to liquid, vapor or mist. Skin and body protection Wear as appropriate: impervious clothing Safety shoes Flame-resistant clothing Choose body protection according to the amount and concentration of the dangerous substance at the work place. Discard gloves that show tears, pinholes, or signs of wear. iPage: 8 I SAFETY DATA SHEET Revision Date: 05/21/2015 E M1 T EE Print Date: 8/3/2015 SDS Number: R0329320 HetronTM Q 6405 RESIN Version: 1.0 TM Trademark,Ashland or its subsidiaries, registered - in various countries 148821 supplier). Hygiene measures Wash hands before breaks and at the end of workday. When using do not eat or drink. When using do not smoke. SECTION 9. PHYSICAL AND CHEMICAL PROPERTIES Physical state liquid Colour dark blue Odour pungent Odour Threshold No data available pH No data available Melting point/freezing point No data available Boiling point/boiling range 293*F/ 145°C Flash point 84°F 129°C Method: Seta closed cup Evaporation rate No data available Flammability(solid, gas) May form combustible dust concentrations in air(during processing). Flammability(liquids) Static Accumulating liquid Flammability(liquids) Upper explosion limit 6.1 %(V) Calculated Explosive Limit Lower explosion limit 1.1 %(V) Calculated Explosive Limit Vapour pressure 8.53248 hPa (25°C) Calculated Vapor Pressure Relative vapour density 3.6AIR=1 Relative density 0.9965(77.00°F) Density 0.9965 g/cm3(77.00°F) Solubility(ies) Water solubility insoluble 8/18 Page: 9 �� SAFETY DATA SHEET Revision Date: 05/21/2015 Print Date:8/3/2015 SDS Number: R0329320 HetronTM Q 6405 RESIN Version: 1.0 Tm Trademark,Ashland or its subsidiaries, registered ' in various countries 148821 Solubility in other solvents No data available Partition coefficient: n- No data available octanol/water Thermal decomposition No data available Viscosity Viscosity, dynamic No data available Viscosity, kinematic >20.5 mm2/s(40°C) Oxidizing properties No data available SECTION 10.STABILITY AND REACTIVITY Reactivity No decomposition if stored and applied as directed. Chemical stability Stable under recommended storage conditions. Possibility of hazardous Hazardous polymerisation may occur. reactions Vapours may form explosive mixture with air. This product does not present a dust explosion hazard as delivered. However,fine dust dispersed in air in sufficient concentrations,and in the presence of an ignition source, is a potential dust explosion hazard. Conditions to avoid Heat,flames and sparks. excessive heat Exposure to air. Exposure to sunlight. Incompatible materials Acids aluminum aluminum chloride Bases Copper Copper alloys halogens iron chloride metal salts strong bases Strong oxidizing agents Peroxides Hazardous decomposition products carbon dioxide and carbon monoxide Hydrocarbons 9/18 Page: 10 I � SAFETY DATA SHEET Revision Date: 05/21/2015 } Print Date: 8/3/2015 SDS Number: R0329320 Hetron TM Q 6405 RESIN Version: 1.0 TM Trademark,Ashland or its subsidiaries, registered in various countries 148821 SECTION 11. TOXICOLOGICAL INFORMATION Information on likely routes of : Inhalation exposure Skin contact Eye Contact Ingestion Acute toxicity Not classified based on available information. Components: STYRENE: Acute oral toxicity LD50 Oral(Rat): > 2,000 mg/kg Acute inhalation toxicity LC 50(Rat): 11.8 mg/I,2770 ppm Exposure time:4 h Test atmosphere: vapour No observed adverse effect level (Humans): 100 ppm Exposure time: 7 h Test atmosphere: vapour Acute dermal toxicity LD 50(Rat):>2,000 mg/kg Method: OECD Test Guideline 402 Assessment: No adverse effect has been observed in acute dermal toxicity tests. Skin corrosion/irritation Causes skin irritation. Product: Result: Repeated exposure may cause skin dryness or cracking. Remarks: May cause skin irritation and/or dermatitis. Components: STYRENE: Species: Rabbit Result: Irritating to skin Serious eye damage/eye irritation Causes serious eye irritation. Product: Remarks: Vapours may cause irritation to the eyes, respiratory system and the skin., Causes serious eye irritation. Components: STYRENE: Result. Irritating to eyes Remarks: Vapour during processing may be irritating to the respiratory tract and to the eyes. 10/18 Page: 11 SAFETY DATA SHEET Revision Date: 05/21/2015 Print Date:8/3/2015 SDS Number: R0329320 H etron TM Q 6405 RESIN Version: 1.0 TA°Trademark,Ashland or its subsidiaries, registered in various countries 148821 Respiratory or skin sensitisation Skin sensitisation: Not classified based on available information. Respiratory sensitisation: Not classified based on available information. Components: STYRENE: Exposure routes: Skin contact Species: Guinea pig Assessment: Does not cause skin sensitisation. Result: negative Exposure routes: inhalation (vapour) Species: Humans Assessment: Does not cause respiratory sensitisation. Result: negative Germ cell mutagenicity Not classified based on available information. Carcinogenicity Not classified based on available information. Product: Carcinogenicity- Styrene has been tested for carcinogenicity in rats and mice. Assessment Styrene caused lung tumors in mice only. These tumors are not considered to be relevant to humans. Reproductive toxicity Not classified based on available information. STOT-single exposure May cause respiratory irritation. Components: STYRENE: Assessment: May cause respiratory irritation. STOT-repeated exposure Causes damage to organs(Auditory system) through prolonged or repeated exposure if inhaled. Components: STYRENE: Exposure routes: inhalation (vapour) Target Organs:Auditory system Assessment: Causes damage to organs through prolonged or repeated exposure. Repeated dose toxicity Components: STYRENE: Species: Human 85 mg/m3 Application Route: inhalation (vapour) Species: Human 615 mg/kg Application Route: Skin contact Aspiration toxicity Not classified based on available information. 11 / 18 Page: 12 SAFETY DATA SHEET _ Revision Date: 05/21/2015 Print Date: 8/3/2015 SDS Number: R0329320 HetronTM Q 6405 RESIN Version: 1.0 TM Trademark,Ashland or its subsidiaries, registered in various countries 148821 Components: STYRENE: May be fatal if swallowed and enters airways. Further information Product: Remarks: Solvents may degrease the skin. Carcinogenicity: IARC Group 213: Possibly carcinogenic to humans STYRENE 100-42-5 OSHA No component of this product present at levels greater than or equal to 0.1%is identified as a carcinogen or potential carcinogen by OSHA. NTP Reasonably anticipated to be a human carcinogen STYRENE 100-42-5 SECTION 12. ECOLOGICAL INFORMATION Ecotoxicity Components: STYRENE: Toxicity to fish : LC 50(Pimephales prome►as(fathead minnow)): 4.02 mg/I Exposure time: 96 h Toxicity to daphnia and other EC 50 (Water flea (Daphnia magna)):4.7 mg/I aquatic invertebrates Exposure time:48 h Toxicity to algae ErC50 (Pseudokirchneriella subcapitata (green algae)):4.9 mg/I Exposure time: 72 h Toxicity to daphnia and other NOEC (Water flea (Daphnia magna)): 1.01 mg/1 aquatic invertebrates Exposure time:21 d (Chronic toxicity) Toxicity to bacteria EC 50 (activated sludge): ca. 500 mg/I Exposure time:0.5 h Toxicity to soil dwelling NOEC (Eisenia fetida (earthworms)): 34 mg/kg organisms Exposure time: 14 d Method: OECD Test Guideline 207 12/18 ! Page: 13 SAFETY DATA SHEET Revision Date: 05/21/2015 Print Date: 8/3/2015 SDS Number: R0329320 HetronTA° Q 6405 RESIN Version: 1.0 T" Trademark, Ashland or its subsidiaries, registered in various countries 148821 Persistence and degradability Components: STYRENE: Biodegradability Result: Readily biodegradable Biodegradation: >60% Exposure time: 10 d Bioaccumulative potential Components: STYRENE: Bioaccumulation Bioconcentration factor(BCF):< 100 Partition coefficient: n- log Pow: 2.96(25°C) octanol/water Mobility in soil Components: STYRENE: Distribution among Koc: 352 environmental compartments Other adverse effects Product: Additional ecological An environmental hazard cannot be excluded in the event of information unprofessional handling or disposal.,Toxic to aquatic life. Components: STYRENE: Results of PBT and vPvIB This substance is not considered to be persistent, assessment bioaccumulating and toxic(PBT). This substance is not considered to be very persistent and very bioaccumulating (vPvB). SECTION 13. DISPOSAL CONSIDERATIONS Disposal methods General advice The product should not be allowed to enter drains,water courses or the soil. Do not contaminate ponds,waterways or ditches with chemical or used container. Send to a licensed waste management company. Dispose of in accordance with all applicable local, state and federal regulations. 13/18 Page: 14 I � SAFETY DATA SHEET Revision Date: 05/21/2015 Print Date: 8/3/2015 SIDS Number: R0329320 HetronTM Q 6405 RESIN Version: 1.0 TM Trademark,Ashland or its subsidiaries, registered in various countries 148821 Contaminated packaging Empty remaining contents. Dispose of as unused product. Empty containers should be taken to an approved waste handling site for recycling or disposal. Do not re-use empty containers. Do not burn, or use a cutting torch on,the empty drum. SECTION 14.TRANSPORT INFORMATION International transport regulations REGULATION ID NUMBER PROPER SHIPPING NAME *HAZARD SUBSIDIARY PACKING MARINE CLASS HAZARDS GROUP POLLUTANT/ LTD. QTY. U.S. DOT-ROAD UN 1866 Resin solution 3 III I U.S.DOT- RAIL UN 1866 Resin solution 3 III U.S.DOT-INLAND WATERWAYS UN 186 i Resin solution 3 III TRANSPORT CANADA-ROAD IqK 1866 RESIN SOLUTION 3 III TRANSPORT CANADA-RAIL UN 1866 RESIN SOLUTION 3 III i TRANSPORT CANADA-INLAND WATERWAYS ` UN 1866 RESIN SOLUTION 3 III INTERNATIONAL MARITIME DANGEROUS GOODS UN 1866 RESIN SOLUTION 3 III INTERNATIONAL AIR TRANSPORT ASSOCIATION-CARGO UN 1866 Resin solution 3 III INTERNATIONAL AIR TRANSPORT ASSOCIATION -PASSENGER [EN7 1866 Resin solution 3 III 14/18 Page: 15 SAFETY DATA SHEET Revision Date: 05/21/2015 Print Date:8/3/2015 SDS Number: R0329320 HetronT"" Q 6405 RESIN Version: 1.0 j TM Trademark, Ashland or its subsidiaries, registered in various countries j 148821 MEXICAN REGULATION FOR THE LAND TRANSPORT OF HAZARDOUS MATERIALS AND WASTES FUN— 1866 RESINA, SOLUCIONES DE 3 III i *ORM=ORM-D,CBL=COMBUSTIBLE LIQUID Marine pollutant no Dangerous goods descriptions(if indicated above) may not reflect quantity, end-use or region-specific exceptions that can be applied. Consult shipping documents for descriptions that are specific to the shipment. SECTION 15. REGULATORY INFORMATION EPCRA-Emergency Planning and Community Right-to-Know Act CERCLA Reportable Quantity Components CAS-No. Component RQ Calculated product RQ Ibs (Ibs) STYRENE 100-42-5 1000 2344,478986 SARA 311/312 Hazards Reactivity Hazard Acute Health Hazard Fire Hazard Chronic Health Hazard SARA 313 Component(s) STYRENE 100-42-5 42.65% California Prop 65 WARNING!This product contains a chemical known to the State of California to cause cancer. BENZENE 71-43-2 1,3, BUTADIENE 106-99-0 WARNING:This product contains a chemical known to the State of California to cause birth defects or other reproductive harm. BENZENE 71-43-2 TOLUENE 108-88-3 1,3, BUTADIENE 106-99-0 The components of this product are reported in the following inventories: 15/18 Page: 16 SAFETY DATA SHEET Revision Date: 05/21/2015 Print Date:8/3/2015 SDS Number: R0329320 HetronT. Q 6405 RESIN Version. 1.0 T"Trademark,Ashland or its subsidiaries, registered in various countries � 148821 TSCA On TSCA Inventory DSL This product contains the following components listed on the Canadian NDSL.All other components are on the Canadian DSL. AUSTR On the inventory, or in compliance with the inventory ENCS On the inventory, or in compliance with the inventory KECL On the inventory, or in compliance with the inventory PICCS Not in compliance with the inventory IECSC On the inventory, or in compliance with the inventory Inventories AICS(Australia), DSL(Canada), IECSC (China), REACH(European Union), ENCS(Japan), ISHL (Japan), KECI (Korea), NZIoC(New Zealand), PICCS(Philippines),TSCA(USA) SECTION 16.OTHER INFORMATION Further information Revision Date: 05/21/2015 ',. NFPA: HMIS III: Flammability 2* S 2 � 3 PHYSICAL HAZARD? 2 I 0=not significant, 1=Slight, Special hazard. 2=Moderate,3=High 4=Extreme,'=Chronic I i NFPA Flammable and Combustible Liquids Classification Flammable Liquid Class IC Full text of H-Statements referred to under sections 2 and 3. 16/18 Page: 17 SAFETY DATA SHEET Revision Date: 05/21/2015 Print Date. 8/3/2015 SIDS Number: R0329320 HetronTM Q 6405 RESIN Version: 1.0 TM Trademark,Ashland or its subsidiaries, registered in various countries 148821 H226 Flammable liquid and vapor. H304 May be fatal if swallowed and enters airways. H315 Causes skin irritation. H319 Causes serious eye irritation. H332 Harmful if inhaled. H335 May cause respiratory irritation. H372 Causes damage to organs through prolonged or repeated exposure if inhaled. Sources of key data used to compile the Safety Data Sheet Ashland internal data including own and sponsored test reports The UNECE administers regional agreements implementing harmonised classification for labelling (GHS)and transport. The information accumulated herein is believed to be accurate but is not warranted to be whether originating with the company or not. Recipients are advised to confirm in advance of need that the information is current, applicable, and suitable to their circumstances. This SIDS has been prepared by Ashland's Environmental Health and Safety Department(1-800-325-3751). List of abbreviations and acronyms that could be, but not necessarily are, used in this safety data sheet: ACGIH :American Conference of Industrial Hygienists BEI : Biological Exposure Index CAS : Chemical Abstracts Service (Division of the American Chemical Society). CMR: Carcinogenic, Mutagenic or Toxic for Reproduction FG : Food grade GHS : Globally Harmonized System of Classification and Labeling of Chemicals. H-statement: Hazard Statement IATA: International Air Transport Association. IATA-DGR : Dangerous Goods Regulation by the"International Air Transport Association" (IATA). ICAO : International Civil Aviation Organization ICAO-TI (ICAO) :Technical Instructions by the"International Civil Aviation Organization' IMDG: International Maritime Code for Dangerous Goods ISO : International Organization for Standardization IogPow: octanol-water partition coefficient LCxx: Lethal Concentration,for xx percent of test population LDxx: Lethal Dose,for xx percent of test population. ICxx: Inhibitory Concentration for xx of a substance Ecxx: Effective Concentration of xx N.O.S.: Not Otherwise Specified OECD : Organization for Economic Co-operation and Development OEL :Occupational Exposure Limit P-Statement : Precautionary Statement PBT: Persistent, Bioaccumulative and Toxic PPE : Personal Protective Equipment STEL: Short-term exposure limit STOT: Specific Target Organ Toxicity TLV:Threshold Limit Value TWA: Time-weighted average 17/18 Page: 18 SAFETY DATA SHEET Revision Date: 05/21/2015 j Print Date: 8/3/2015 SDS Number: R0329320 i HetronTM 0 6405 RESIN Version: 1.0 i T" Trademark,Ashland or its subsidiaries, registered j in various countries � 148821 vPvB :Very Persistent and Very Bioaccumulative WEL:Workplace Exposure Level CERCLA : Comprehensive Environmental Response, Compensation, and Liability Act DOT: Department of Transportation FIFRA: Federal Insecticide, Fungicide, and Rodenticide Act HMIRC : Hazardous Materials Information Review Commission HMIS: Hazardous Materials Identification System NFPA: National Fire Protection Association NIOSH : National Institute for Occupational Safety and Health OSHA: Occupational Safety and Health Administration PMRA: Health Canada Pest Management Regulatory Agency RTK: Right to Know WHMIS:Workplace Hazardous Materials Information System 18/18 Composite Polymers c Ashland Performance Materials o Division of Ashland Inc. P.O.Box 2219,Columbus,OH 43216 o Tel.:(614)790-3333 HETRON®Q 6405 series resins Test results of a 10,000 hour corrosion resistance study per ASTM D-543-87 using polyester thermoplastic felt. The above noted resins are designed for cured-in-place (CIPP) pipeline rehabilitation applications. Meets or exceeds the corrosion resistance specifications of ASTM F-1216, ASTM F-1743, ASTM D-5813, the City of Houston, the National Association of Sewer Contractors (NASCO), and the Pipeline Rehabilitation Council. ;lwtia ]"he lat+,�ratnrc riva and i ult e press+cd 1 rein r n..nb.air+eil through tit use of spe:itr methcxis detenniratil t y Ashland.Ashidnd d es not guarantc duplication of such resuhs by third Parise ll date Im mt+sd is provide)graturtaush•and,although it+.mteridtd to tvaccurat in n>F;unl hr the suhya-t n:dtter inralvc'd,it is procu3+d without.crarnrnh• of an}6-tnd,and ani anJ ai,swarranu.•s,eithtKexpress or iurpli+;1,are drsc lnimed. All n rrmnxetdatior>s car suggestioiu contafmd herern or thrsed hereon mu;;t t'E�evatuatYtl bs you to - Omerm,ne rheirapptirabifity or sunandity for vaur pertie'utar ;li!}�rteautioruvy latxls and notitc:shauld be tad and understood by all sulxrvtsiw I+ttsonnel and employes K,ft ie using„Consutt Ashland and�)Sf IA regulations fnr adduione:l safety and healu>in(arauuinn.Purfiasnr is rc•spuasit*le for cranplsu+F wide alf appbe�bte lederaL state or IJt-al lawn arrd rctnrlietior,ti covering use of dre.produrl.Special.attention :houl 11x'r"iven m consunkr appin-atinns.Freodom to uw any petent owvrn•d by Ashland or others is not to N,mlerrtd from anv statement Contain.!huein. ASHLAND, Vltl(tV O'Pt CJAC I At. Composite Polymers e Division of Ashland Specialty Chemical Co.* Division of Ashland Inc. Box 2219,Columbus,Ohio 43216 o(614)790-3333 Vegetable Oil, 77F 120 C4 100 so- ca 60 0 X 40 U. 20 LO 0- 0 2 4 6 8 10 12 14 16 Months Fuel C, 77F 120 100, it '2 so 60 0 40 U- 0 0 2 4 6 8 10 12 14 16 Months if......... A,td-d,—,.h..i,-1 w te wf—d farmui-d 1—t. 4 1. l4tilaVaZ)1Yit:ir1�"a'<,.i-tt-P-11 r..o11,Y-(7MSi•'�W T' Composite Polymers•Division of Ashland Specialty Chemical Co.• Division of Ashlaad Inc. Box 2219..Columbus,Ohio 43216•(614)790-3333 0.1% Tide Detergent, 77F 120100 ,— i— ---_--- - — -- --- - I , f i o yoj 80 - m bu 40 a { 20 — ---- --1 -- ) --- 1 LO I 0 2 4 6 8 10 12 14 16 Months 10% Sulfuric Acid, 77F 120 ---� —._.__._— -- -- ----- - — 100 i rn I 60 --. - I 0 Qx! 40 LL i ' f I 20 I I I 0 • I I I 0 2 4 6 8 10 12 14 16 Months Ynlirc'Chc lnl,uennx+bla anJ resulis prescmeJ herein naru ubmineJ Uanugh the uu,.f slucifiu mcUusds JctcmrineJ he Astda,d AshlasW dew-.a m+l guaranue duplicuVnn of sv�:h se.ulsa by tturJ l.+rUcs..Mi d- prescmed is pm'ded Na!it,usl mi uhl—gb a is mra,le i m rcpnsd In Ux su6yccr a,a Iunsi&d Ur> y 1 t. 1.and-Y mil all..• m' nhcr erprose or nnl4ied. a.•heelamn+L All n nnW n suggvsnuns cnNai�h—i.a,I—d 1--al h—i—d ba,,+u la dcrem+ir.e iheu n�+li.a6ih!_or saiwbilny ter All preee w—LW- end m+lien shnWd k—d arai undcrsa.+d bx all a,penis+n perusarscl mal mrpP+yaa bc(nrc using CnnsWr.WUorW ti inhy Cl,csnical Cumryns and AS(IA r.•�utaliens far wklilu+ttal mferc and henl(h infnnuunn. ('wdv�ser is re,Midle(nrenh-,inp nighWlapplicalJe feS:ml,wue.nr lucal;-d h mFula�nm u,vcrinp usen(lhe lunbs.l.tipeculaurmlinnahaWJlu gisen to crosaunwn applianinna 1'mcJum++useuns ryiun u,.rmf bs,\ablasxl or nJ,eri a mn to t>r inl'erted Ihvn �cwrcnrc,n cumaineJ herein. I a .tS3-i1/lTd1;5 yhaif f.tR,.53'C:3;6,h•144.;�y,1<,f}t�}4k'+ntil' Composite Polymers•Division of Ashland Specialty Chemical Co.• Division of Ashland Inc. Box 2219,Columbus,Ohio 43216•(614)790-3333 10% Phosphoric Acid, 77F 120 100 - ----- I I I c I o 80. —--_-----T——.._ ------�— ---- — ------ _. ._._� co a i I i I 60 ! 07 40 20 ) I 0 2 4 6 8 10 12 14 16 Months 5% Nitric Acid, 77F 120 j— --I------ ----- — r--------_----------I I I 100 I � i C 80 I I i ; y60 I E 7 j 0 xeu I I ! I I I I o 0 2 4 6 8 10 12 14 16 Months Hngec ltc InA,muxv lnn wJ mlm prcxureil he ere nhuurcd Jvo,glh the we ul st,cabc medx.iz Juemu J h1 ASIJwJ. lahtanJ Jars not guaramee+h,pl;xvnnn ofsuch rcxuhs b+Or'J Iwn NI Dorn I prc—d is pmnhd emmun 1,mnl,a11hnuf,7,- t Ol d ra he nwmulc m mgn,d w Jc sutry«,nmrn mx+I 1'I pmxiJ J id—unr w of om Inul,wd anx anJ vll unrmntica,ciJ,cr cxxTxxi.s,r iml+licJ. erc Jixe6uo«f.NI rx.•.�amzrul twm nr xvggcsuow conwireW hetcin m Inrul luxcon mun F+c aanluoted be mu w Jeuznwuu their applicability nr suimhih.�wr 1ow Issrueulvr use.All praauuor;nn Iab&-d rwucexslamld Ic—J-1 umk wool b)all aq—i.,y pe,vemol wd employes before usi.g.Cnnsub AxhW SI—init_Chemical Cnmlanc—1 ASI IA rq,dwi—F.,,addiu—1 mfwc end 1u 30, p1lwvuclns rnse+mr ics dr ebs��'5resi !r a.mpl}ing with wl ap (a1eml,stare,ur Mcsl loos vnd rcgutetio,ss cn+-cru�g ar of Jrc In,wluet.Sl+ccinl aueminn x1u,uM G.gimn w cmwun�er applicnu��w.I'neJi�mi omf..w.e.a, AhL.do mule inf111,1Ilm m- j nax•.sturcnnm conminal h,acin ASHLANU , Composite Polymers Polymers•Division of Ashland Specialty Chemical Co.a Division of Ashland Inc. Box 2219,Columbus,Ohio 43216•(614)790-3333 0.1% Ivory Soap, 77F 120, ---- ------- — - ------- ------- —� 100 i I i — - 80 CO 40 -- -- � LL I a i j 4 I I I � I zu LO 0 2 4 6 8 10 12 14 16 Months Tap Water pH 7.4, 77F 120100�,.— - -- -- -- I I , � I I { ` I I I c i i X ---- I I i I 0 2 4 6 6 10 12 14 16 Months Wlice:l he Int.,mmn Jaw and rc dw Ixexemad herein wexa nbwi,d d.o gh the one of specific nmthrvls,klamincd hti Ashland.Anhland dnr, dupliulw, f x+.h resulr>by gu,d panics.All,W. l.c.d is lee^+iJc.1 gra,uiwualr...1,aldnugh it 4 ill-.kd In 1..,e in rcga,d in Itw singer,Maher ins.�hN,i,is P.6&d widmut wan of an+Ai,d.and any and all wu is ,uhc,e,pe ,r unplkd me discL.imcd.Nl,m,nurnniatinm m suggextiu,xv wnwi„nl I n h,ur Iv d hereon muv he esnlva,eJ b}.uu n„ktermurc lheir appli.bilitr or suiwhili[x(r f+tin panieala,usa.NI prreautiooan InMls aM ! �dccs sl.,ald h^read a„J u,ukln,a.l Ire all wlxrriv,n perrom.l end emplgxcx fxfnre using.C'omul,Ashland.Y,.ciatrc Chmrcal Cnmrynx and A'I IA r,;W.6 far odd6 1 mfvy and health inh,rn 6d 1'urehaxr is mT.+,mhle f r complying with all npldieahle(Ieml.>Inte,or meal laws and mgula�iaos cn+,ninp uw:ul'Ihv.pnduct.tipecinl mwnlinn sM+uld I-9i 1l u,,x,nsw,xY npplicmiunr.hnednm to use.un i Ixaem..11."hwrel nr.nhcn m,.a nl Iw inf., l from.. awa^m,m co i_1 lour;., HETRON®Q 6405 VINYL ESTER RESIN 0 Composite Polymer•Dh-ision ol'AMiland Specially Chemical Co.• Division of Ashlaad Inc. Box 2219.Columbus,Ohio 43216•(614)790.3333 1.21 1-1 4 { u .B c o .6 to Q .4 .2 0 3800 3660 3400 3200 3000 2800 2600 2400 2200 2000 1800 1660 1400 1200 1000 800 Wavenumber(cm-1) File#1 =A47192A View Mode: Paged Number of Scans: 32 10I3/01 3:15 PM Res=4cm-1 Comment: Hetron Q6405,- asis betwn NaCl Attachment# aa:re.nb�•..�m�w,amarRmwe�.a om,�„a�m.a.m.�c;,,.m..s.m,•mn.n.ew..wia•,m.ms•o.••.aw..w,aw b.N:aNm:a.an,.•. .a: :ea eswm�.b w.,ero•sbu�m••mrm4,.:,..k.,.�w u.umro�y n..i- ,mr•:na�.,um. r .max as a..w,ua•„e,a,.;,e• -ww.F n,a.�ma.o m,�,,,aan,.m, ma abma �-,w.�nre�.�a.,�� .rr+.-,nr,. .m,su -�,m�.r....w u . a�w uo budd bceudNu.Se.wlbr�gv.m,rrc.emelwl srlo.m h lwu6.UhhW SraWnLncm C I> v rm., pu..an aynf uN tli n�vt.twa la WJnum.i� hcN ml manor.Aralm.w�.emp 36 rn wnpl�wi�,u.rr�:.,nmr.�.i.um,.i�i,.,of n'NLnnro ,.nmmb«�(�hc Pnkut Ypaur a�ssnlia,n�W h tom ro.mnaro arrti.awa.rrcNwn n�ac.m puou o..cd b..W hnl..Mon u m..bo m(mrJ fnm an..uanau e.mn,aJ Maw. HETRON©Q 6405 ASHLAMEk VINYL ESTER RESIN Composite Polymers.Division of Ashland Specialty Chemical Co.• Division of Ashland Inc. Box 2219,Columbus,Ohio 43216 a 1614)790.3333 .7 .b i 0 N t < .3 .Z .1- ��j i k r �y 0 3800 3600 3400 3200 3000 2800 2600 2400 2200 2060 1800 1660 1400 1200 1000 800 Wavenumber(cm-1) File#2=AA71926 View Mode: Paged Number of Scans'32 10l31D1 3:29 PM Res=4cm-1 Comment: Hetron 06405, nvs NaCl Attachment# IW +aM rvwWpmv,ICJbmneov W hWcrrw�lale.J.reeII...:•liamvrd F+.UF.IuLL UM1WJJ.r.-. (w. Ayll.+' f --UI .+d � p. k hn 1 �I+dwrlmr..,lhallrvycniu.n Pv^^ I+d M hc( p< rill Uhl+nJ SPn�uh•rlrvn�l(. .+ S .-yWtirw.f.aJJprr.ul.+fmuN Ilrinfumana b.A..v ralrnN k'..nr�l.rrr� iM1+11+pPl:.dkl c I..uz.M.al lass.+nJ nryburm� mfr .r p :r v(m.lnuunm•bmgl.c fl.m r...muom.r apPM1=+rxm 4rmf.w ur un+na Pem mod b•WLN.+Wv.i.nrl r+be nknN 4rmr+a.•r+l®em.nnuvJ hnvv HETRONO Q 6405 VINYL ESTER RESIN Cumpnsitr Polsmcrs•Dkisimt of.\shland Specials Chemical Co.• Division of Ashland Inc. Box 2219,Columbus,Ohio 43216•(614)790-3333 100d 1 � 90-I 80-I` 57 70 41 60 C m 50 t= 40 30 20 10 3800 3660 3400 3200 3000 2000 2660 2400 2200 2000 1000 1600 1460 1200 1000 800 Wa�enumber(cm-1) File#2: A47192B View Mode: Paged Number of Scans:32 1013/01 3:29 PM Res=4cm-1 Comment: Hetron 06405; nvs NaCl Attachment# ' Thr 4Mx i.v.J.t.aW.r.Wn paairJ mon.� - Oas eta laif. Oda - 41JaN. h. J P h Pv Ninl panio-.VI Ja ,. F '. N "'!P Jal h P ry ti� ' WJM1v uJ,rJ I mmrl� Mw�h! d AtaJ Jr Iv Yn u_J. W ( W".w1. �mJLe�IW�ofiw�vti�.IL.hvw�r n.� f.�mp.T'P uiW Iappli.+M1lr N at tncrl....14..and reN4.rem _�. p u(�6c�� v� r.+ul.nmtum.A�.uW tep r�.um.a IT ��w 4ra.6m�a s�rylrn wnrJ P.'.44LNnwtiv �w nPe of dG:,, krerw.oNauN Mxu. I i i HETRONO Q 6405 VINYL ESTER RESIN Composite Polpam-s•Division of Ashland Speciaby Cim.ical Co.• Division of Ashland luc Box 2219,Columbus,011io 43216•(6141 791E3333 100 Bo-I i 60 N 40 F-� 26 D 3800 3600 3400 3200 3000 2800 2600 2400 2200 2000 1800 1600 1400 1200 1000 800 Wavenumber(cm-1) File#1 : A47192A View Mode: Paged Number of Scans:32 10r3101 3:15 PM Pes=4cm-1 Comment: Heiron 06405; asis betwn NaCl Attachment# xs�n"Ix n,n...u..J.0 uW•aWpramr:a bu w.u:nnl&•wrb rbc uc.J.��lc RJ,r.ln,..IrA b..\.,. ..\.biw,a..w•,.r ryuuxac mnlu:n:.i..,r.i..e...,rrn.b{rAsu ryrua..ula,upr.wNepr.+rad y.,rrr,r,..p,.r+)llr..xbu rk•.hc,rw•c _ --rw.t...a�,n.a - a,.�...n,.dl.e...,.o,r.rrn.w,r•.a n..oa w.a�.,s - {Tr:' r�;.��.n,N mm,. baWJ ruJ vJ eao � .•�IUJ onelu.m -muY.\.bWJM1lcuir.,�rmr'1.•mywv.a151n Wa' (...dlul.'�I ufJ..M habM1ab.mnim.eor.Lu�:.mp.m blc l.w.�nll,u.cw lb Wl.ppll.�bk telca4,urc.x F...J kw•..N rccrY r.unJ . ,mb¢•cwf Ue�ur. Iaul.umuro,LWa6ef•mm..vruay.a�butium.irm4m,,r.yn pann.mwiM1n..\�b4ul w.Um:rmr,.be oJmcJfimm.r...uu.mnrr.•wmw.{M1min TEC14NICAL DATA HETRON" Q 6405 Series ,,,,, ,r.i: r,{„„t:., .- >r.,r•.n., VINYL ESTER RESINS Composite Polymers a Division of Asl#land Specialty Chemical Co.o Division of Ashland Inc. DECEMBER 2UU3 Box 2219,Columbus,Ohio 43216 0(614)790-3333 CORROSION RESISTANT EPDXY VINYL. ESTER RESIN DESCRIPTION: IIETRON Q 6405 series resins are corrosion-resistant vinyl ester formulated for the special requirements of the cured in-place pipe market. PERFORMANCE: a Excellent corrosion resistance • Excellent impact strength SUGGESTED USES: HETRON Q 6405 series resins are recommended for cured in-place pipe applications. TYPICAL* LIQUID PROPERTIES AT 77°F Percent Solids 56%Minimum Viscosity- Brookfield,cps 94 Spindle @ 20 rpm 4,000 Monomer Styrene Thixotropic Index 4.0 Density,Lbs./Gal. 8,3 Flash Point Range,°F 73-100 TYPICAL* PERFORMANCE DATA (For Guidance Only) TYPICAL CURING CHARACTERISTICS: 0 r 140°F Gel Time,Minutes 22 25 1 77°F Catalyzed Stability,Hours >24 >24 Catalyst Package Recommended 1.0%PERKADOX' 16 Catalyst&0.5% 1.25%TRIGONOX' 121 BB75 and 0.5% Tertiary Butyl Perbenzoate Tertiary Butyl Perbenzoate *Tllpical Values: Based on►material tested in our laboratories,but varies from sample to sample. Tjrpical values should not be construed as a guaranteed anall sis of any specific lot or as specification ite►ns. STANDARD PACKAGE: 55-Gallon Drum,Non-Returnable,Net Wt.450 Lbs. DOT LABEL REQUIRED: Flammable Liquid HETRON Q 6405 PRODUCT CODE: 502-505 I(ETRON Q 6405 M PRODUCT CODE: 502-506 ®Registered trademark of Ashland Inc. ©Copyright 2003,Ashland Inc. 'Registered trademark of Akzo Chemie Nederland B.V. Ncii.e:The IalA,raiorr dsia anti result i r s'nied h r-is, rr^chained through the use of sp,"fic mctht d iietermined by Ashland. Ashland doo not puarantac.divvlicaoon of Awh imu Its#y Ihird Parties. All data presented is provided grdluiteusls and although it is mlended to Ise,accurate in n gor j to this sul�jis t matter imerlveiI.it is pro,'idea,,ithout warranty of anv kind,and a„p and Ai warranties,either enprees or imphe:1.are dis:laimed All rti.mmend-alions or;ugpeslioos contained herein nr lased hereon must tv e,aluated by vuu in doe,m m9 their a,#hcabrlily or sfirital7ility Inrooul pancwu tar us&. All I auuon 1.l It rs ancf i, iee,:,huuld he rea i arid under eod bA all sulvrvisors,per monrwl and omplo,c�c Itiore using.Cuuult Ashlan i S*e lalty i"h,.nwal Company and 031 4 A regulations for add:t—al swell'and h:.ahh mtorn ituin.Purclrrs r is rcc++onsihln for cornpl`inf mth all%pp1w ble federal, rate ar local ias.•s i,nd r t;ulauLios ,se of ihr proilucl.Spe7ial alt—ti in should IVelreti to con5u m;r aphliraouns. Freedom to useam•palOnr owned by Ashland or others a not to N interred from any statement contained her, HETRONO Q 6405 Series Resins (Page 2 of 2) ASH LAND, TYPICAL* MECHANICAL PROPERTIES TYPICAL PHYSICAL PROPERTIES OF A CASTING'CURED AT 280OF: Flexural Strength,psi 10,900 ASTM D-790 i Flexural Modulus,psi x 10� 4.65 ASTM D-790 Neat Distortion Temperature,°C °F 109(229) ASTM D-648 Barcol Hardness 35 ASTM D-2583 TYPICAL PHYSICAL PROPERTIES OF A POLYESTER FELT REINFORCED COMPOSITE'CURED AT 160OF: 0 Flexural Strength,psi 9,700 ASTM D-790 Flexural Modulus,psi x 10 4.5 ASTM D-790 Compressive Strength,psi 1.5,100 ASTM D-695 Compressive Modulus,psi x 105 5.0 ASTM D-695 Barcol Hardness 35 ASTM D-2583 HANDLING: HETRON Q 6405 series resins contain ingredients which could be harmful if mishandled. Contact with skin and eyes should be avoided and necessary protective equipment and clothing should be worn. Ashland Specialty Chemical Company maintains Material Safety Data Sheets on all of its products. Material Safety Data Sheets contain health and safety information for your development of appropriate product handling procedures to protect your employees and customers. Our Material Safety Data Sheets should be read and understood by all of your supervisory personnel and employees before using Ashland Specialty Chemical Company's products in your facilities. RECOMMENDED STORAGE: Drums-Store at temperatures below 80'F. Storage life decreases with increasing storage temperature. Avoid exposure to heat sources such as direct sunlight or steam pipes. Mild agitation is recommended to address thixotrope settling after prolonged storage. To avoid contamination of product with water,do not store outdoors. Keep sealed to prevent moisture pick-up and monomer loss. Rotate stock. Bulk-See Ashland's Bulk Storage and Handling Manual for Polyesters and Vinyl Esters. A copy of this may be obtained from Ashland Specialty Chemical Company's Composite Polymers Division at(614)790-3333. SHELF LIFE: This product has a limited shelf life. When stored in accordance with the above conditions.this product has a minimum shelf life of three months. Catalyzed with 1%PERKADOX 16 catalyst and 0.5% tertiary butyl perbenzoate and cured for two hours. Document 2163 V3 F2„Language EN V1, Approved 2009-2-17,©2017 Ashland Inc. Page 1(3) Technical Datasheet AshIctIld' always solving HETRON'rm Q 6405 Epoxy Vinyl Ester Resin HETRON Q 6405 series resins are corrosion-resistant vinyl ester resins formulated for the special requirements of the cured in-place pipe market. -Excellent corrosion resistance -Excellent impact strength APPLICATIONS AND HETRON Q 6405 series resins are recommended for cured in-place pipe applications. USE TYPICAL LIQUID Property<t>at 25'C(77'F) Value Unit RESIN PROPERTIES Percent Solids 56 %minimum Viscosity, Brookfield,spindle#4 @ 20 rpm 4000 mPas(cps) Monomer styrene Thixotropic Index 4.0 Specific Gravity 1.06 gm/cc (1) Properties are typical values based on material tested in our laboratories. Typical values should not be construed as a guaranteed analysis of any specific lot or as specification items. TYPICAL CURING HETRON Q 6405 resin cured with 1.0%PERKADOX(2)16&0.5%Tertiary Butyl CHARACTERISTICS Perbenzoate 60°C(1407)Gel Time 22 minutes 25°C(77°F)Catalyzed Stability >24 hours HETRON Q 6405M resin cured with 1.25%TRIGONO)�2)121 BB75&0.5%Tertiary Butyl Perbenzoate 82°C(180°F)Gel Time 25 minutes 25°C(77°F)Catalyzed Stability >24 hours (2)Registered trademark of Akzo-Nobel. TYPICAL MECHANICAL 0.W y -Registered service mark of the American Chemistry Council.®Registered trademark and-trademark of Ashland Inc. Responsible Care-Ashland is committed to the continuous evolution of technology and service solutions that promote health,safety and environmental protection around the world. Document 2163 V3 F2, Language EN V1, Approved 2009-2-17,©2017 Ashland Inc. Page 2(3) Technical DatasheetfAshlctjUd' always solving HETRONTM Q 6405 Epoxy Vinyl Ester Resin PROPERTIES Casting Properties Propertyifl of clear casting(3)cured at 138°C(280°F) Value(SI) Value(US) Method Flexural Strength 75 MPa 10,900 psi ASTM D790 Flexural Modulus 3200 MPa 465 ksi ASTM D790 Barcol Hardness 35 35 ASTM D2583 Heat Distortion Temperature 109°C 229°F ASTM D648 Polyester Felt Reinforced Composite Properties Propertyitl of composite cured at 71°C(160oF) Value(SI) Value(US) Method Flexural Strength 67 MPa 9700 psi ASTM D790 Flexural Modulus 3100 MPa 450 ksi ASTM D790 Compressive Strength 104 MPa 15,100 psi ASTM D695 Compressive Modulus 3450 MPa 500 ksi ASTM D695 Barcol Hardness 35 35 ASTM D2583 (3)Catalyzed with 1% PERKADOX 16 catalyst and 0.5%tertiary butyl perbenzoate and cured for 2 hours. CERTIFICATES AND The manufacturing,quality control and distribution of products, by Ashland Performance Materials, APPROVALS comply with one or more of the following programs or standards: ISO 9001, Responsible Care, ISO 14001 and OHSAS 18001. STANDARD PACKAGE Non-Returnable Drum with Net Weight of 205 Kgs(452 Lbs) DOT Label Requirement: Flammable Liquid COMMERCIAL Three months from date of shipment,when stored in accordance with the storage conditions stated WARRANTY below. STORAGE Drums-Store at temperatures below 25eC(77°F). Storage life decreases with increasing storage temperature. Avoid exposure to heat such as direct sunlight or steam pipes. To avoid contamination of the product with water,do not store outdoors. Keep containers sealed to prevent moisture pick-up and monomer loss. Mild mixing is recommended after prolonged storage. Rotate stock. `Registered service mark of the American Chemistry Council.®Registered trademark and TM trademark of Ashland Inc. Responsible care`Ashland is committed to the continuous evolution of technology and service solutions that promote health,safety and environmental protection around the world. Document 2163 V3 F2, Language EN V1, Approved 2009-2-17,©2017 Ashland Inc. Page 3(3) Technical DatasheetTAshIcUlId" always solving HETRONT"" Q 6405 Epoxy Vinyl Ester Resin Bulk-Refer to Ashland's Bulk Storage and Handling Manual for Polyesters and Vinyl Esters. A copy of this may be obtained from Ashland Performance Materials at+1.614.790.3333 or 1.800.523.6963. All other conditions being equal,higher storage temperatures will reduce product stability and lower storage temperatures will extend product stability. Notice All information presented herein is believed to be accurate and reliable,and is solely for the user's consideration,investigation and verification.The information is not to be taken as an express or implied representation or warranty for which Ashland assumes legal responsibility.Any warranties, including warranties of merchantability,fitness for use or non-infringement of intellectual property rights of third parties,are herewith expressly excluded. Since the user's product formulations,specific use applications and conditions of use are beyond the control of Ashland,Ashland makes no warranty or representation regarding the results which may be obtained by the user. It shall be the sole responsibility of the user to determine the suitability of any of the products mentioned for the user's specific application. Ashland requests that the user reads,understands and complies with the information contained herein and the current Material Safety Data Sheet. Registered service mark of the American Chemistry Council.®Registered trademark and TM trademark of Ashland Inc. Responsive Care*Ashland is committed to the continuous evolution of technology and service solutions that promote health,safety and environmental protection around the world. AS'LANDw CREEP MODULUS DATA 50 YEAR (EXTRAPOLATED) AYIAN)Y91 IAkI\ f IM MN AI f IIM1�NNI Composite Polymers a Division of Ashland Specialty Chemical Co.• Division of Ashland Inc. Box 2219,Columbus,Ohio 43216•(614)790-3333 1000000 LB 1043 Extrapolated y=791592x'0.0815 Rr=0.9794 Q 6405 Extrapolated y=457844x_0 04N R2=0.9739 MR 12018 Extrapolated a y=516589x-0.06" R2=0.9453 e e m 16 t Q 6405 Series f MR 12018 Series A LB 1043 Series _LB 1043 Extrapolated AMR 12018 Extrapolated �Q 6405 Extrapolated 100000 1 10 100 1000 10000 100000 1000000 Time,hours Nmee ik LMClrn Ju mdrcWu ra.cmetl�m+ve.tuuaJ M.xyh We sue of gn:ifx�O.nh JuemrwJM AJJ.rv1 A.FIUW J<.nup eu.u.Jy.luu^n of aaM1 rt.uX.M Yn.l pnu, NI JU AevnneJ nlm.nhtl p.wuw,N.N,.IU..vypnr.immiel rokenvnc u,vyNmrk.Wvmi mnn mWrW.nnle�•WNuNumx ..I,m krrvl.ntl.m.W JI• nrMecryeumrrgJx.I.nc.Lwbimed Nlrm.mmeJ.u. e.gpenioru uimJ kuwm krulkm.n uakn.ImrdMr. wJnerwrcik.r.N'IaEr4n umMFn L< iv Anicvu,case.All pmnwuvul hbl..W n YvvV hrn.LNrWnw..J In Avulwinvv\pnu.nrel uW mpLFmn hhnc nrny tnroWr A.F6iW SPvuhaienno.l Cumpm uW AYIA reNubdm Ln.Wwml rtfen urJ M1ullM1mlrrmniw Ihvoketurt,pn,iFk fv eangkuW unh tll gglunFk fNenl mrv.or local Luc ml rtpWeuam emennpaof lle n.•Im vevnl cnmu..n A.uWkp.... mmmun rnl\`lianxmn IhMenmim nCnan oorW In MhOrW n nlFnnnui p.h NmulLm p lemml..mreimdkrtm �SHLL�N�« COMPLIANCE DATA Composite Polymers•Division of.Ashland Specialty Chemical Co.• Division of bhland Inc. Box 2219,Columbus,Ohio 43216•(614)790-3333 Time,hours 1 10 100 1000 100(10 100" 1000000 I.0605 g' C rip t Q 6405 Series 101 g t MR 12018 Series —i LB 1043 Series G! LOF,06 -- None I'h IrMrlm.Ln rM.ealn rosnNJ Men xvedauoJrlr^WM1 0e wealgm1�rmMM J<kmtum m A,FYN .WLW.be,na P^^ue.Iq�lrubm M W radbM tloN Mm.All Gn Nn.w'n1 n L'^"r1N p.weW�-.tl.SWod an uunlnl ugh nvv.¢m rI w rAe,N1..m wrW,N.rrnN•.rJeJ u.U.nv...nm,nl.m4N.,M.mml.Il rrmmm.erM egee.,n igAel neJw4miM Nlrrc�rnnwYw.mm egpennm,mwueJ MnnwhN Mo-�o muu 116-1 d '. .demmex rinr.«le1WN>mnYMybww rnxuLr.i� All r'u'"^+rn,LhL.nl mrm,I.wekn.e.bw.....ln.u.se„nrr r•�I..In�l...«.I.ae.r.p r'..rem A,nl,w`IN,•In ur.m..la�rry.rr.an�lln„rw.w.mc..aar�.ml..r.�..m Mxn mr+m.r.., n..w..,..inr..•r.r�.,�pq.weo.ogmi.l.rnmt wn..,w..iM1ww.aa.m.. 10,000 Hear Testing was performed by the fallowing Company: Dr.Walter L.Bradley,President Steven W.Bradley, Research Manager Materials Performance, Inc. 1501 FM 2818 Suite 208 College Station, TX 77840 U.S.A. Phone(979) 764-2019 Fax (979) 764-4001 ARS 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 to its completion or 2000 MAIN STREET modification. HUNTINGTON BEACH, CA 92648 BOND AMOUNT: TEN PERCENT OF GREATER AMOUNT BID ---------- Any singular reference to Contractor,Surety,Owner or other party shall be considered PROJECT: plural where applicable. (Name,location or address,and Project number,ifany) FY 2016/17 SEWER LINING PROJECT VARIOUS LOCATIONS-CC NO. 1544 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. Signed and sealed this 11TH day of JULY, 2017 . NU LINE TECHNOLOGIES, LLC (Witness) (Principal) eal) (Title) DOMINIC J.BURTECH,JR., PAR ER North American Specialty Insurance Co an (Witness) (Surety - (S'eal) a_ a - (Title) MARK D.IATAROLA,ATTORNEY-IN-FACT This Document conforms to the AIA Document A310rm-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 ) County of SAN DIEGO ) On 7/11/2017 before me, HELEN E. WHEALDON, NOTARY PUBLIC , Date Here Insert Name and Title of the Officer personally appeared MARK D. IATAROLA Name(&) of SignerH who proved to me on the basis of satisfactory evidence to be the person(s) whose name(a) is/ere subscribed to the within instrument and acknowledged to me that he/sheAheq executed the same in hisfperfheir authorized capacity0e6),and that by his/''9##; &signature(e)on the instrument the person(, or the entity upon behalf of which the person(e) 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. COMM. #2194350 z _//� t�(/�'�j/e� Cr Notary Public California o Not Signature z San Diego County Co nm.Expires A r.28,2021 Signature of Notary Public Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: MARK D. IATAROLA Signer's Name: ❑Corporate Officer — Title(s): ❑ Corporate Officer — Title(s): ❑Partner — ❑Limited ❑General ❑Partner — ❑Limited D General ❑Individual ®Attorney in Fact ❑Individual ❑Attorney in Fact ❑Trustee ❑Guardian or Conservator ❑Trustee ❑Guardian or Conservator ❑Other: ❑ Other: Signer Is Representing: Signer Is Representing: ©2014 National Notary Association•www.NationalNotary.org • 1-800-US NOTARY(1-800-876-6827) Item#5907 i CALIFORNIA ALL® PURPOSE CERTIFICATE OF ACKNOWLEDGMENT L� 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 } t k County of } t i• O n 1 fore me, Arthur P.Arguilla,Notary Public /' ally (He insert name and title of the officer) perso appeared who proved to me on the basis of satisfactory evidence to be the person(s) whose e(s is re subscribed to the wji in instrument and acknowledged to me that he/ he/they executed the same ii( hi er/their authorized capacity(ies), and that by I < I er/their signature(s) on the instrument the person(s), or the entity upon behalf of hh I; which the person(s) acted, executed the instrument. l I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. i", ARTS-iURP.ARQUILLA 1 Commission No.2C51358WITNESS my hand nd official seal. �q ^' NOTARY PUBLIC CALIFORNIA SAN DIEC000UNTY / � Commission Exphes January 7,2018 Notary Public Signature/ 1. (Notary Public Seal) f INSTRUCTIONS FOR COMPLETING THIS FORM ADDITIONAL NAL INFORMATION Thisform complies with current California statutes regardingnotarywordingand, DESCRIPTION OF THE ATTACHED DOCUMENT if needed,should be completed and attached to the document.Acknowledgments 4 !' from other states mey be complered 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. k • Date of notarization must be the date that the signer(s)personally appeared which p (Title or description of attached document continued) must also be the same date the acknowledgment is completed. 4; • 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). p I I • Print the name(s) of aocument signer(s) who personaily appear at tae time of I; notarization. f CAPACITY CLAIMED BY THE SIGNER Indicate the correct singular or plural forms by crossing off incorrect forms(i.e. L he/she/they,is/are)or cycling the correct forms.Failure to correctly indicate this ❑ Individual (s) information may lead to rejection of document recording. j?. ❑ 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 (Title) sufficient area permits,otherwise complete a different acknowledgment form. El Partner(s) • 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 II7 ❑ Trustee(s) acknowledgment is not misused or attached to a different document. , I Indicate title or type of attached document,number of pages and date. f ❑ Other Indicate the capacity claimed by the signer.If the claimed capacity is a .I. corporate officer,indicate the title(i.e.CEO,CFO,Secretary). 1 Securely attach this document to the signed document with a staple. x cy� 4+ .��w��2'-F ''.s.�r-�^v� rum � r-. � i z ��* ..q, r.s�3, a '��•.i�t� a _ `+- �=w.'ae f.'�.�".la`�.esi$�'��-e�'Cs:'�i�'. "��.-xa.�.�.::sus's.'-..�.sc�...w:�e..:.aa.,�r�.:..-�.,..�,.=....mi........s...:.-^.3-,...,y,�:,.,�,.€±,...e�..�.•,..' iv? -,s. 4��'#.,.�.w .-1 ...'k".�-.-.-'�-,• �.r.x:.:i..-..d�.�:._�. �,�.,�� ^y'f rYa r 1 LINE "1 TecMalagesl-:C a a l € x"# e r '< SEALED BID FOR FY 20I6/2017 SEWER, LINING PROJECT in the ��:•, $i..�r d r CITY OF HUNTINGTON BEACH —DO NOT OPEN WITH REGULAR MAIL41 x' " DELIVER TO THE OFFICE OF THE CITY CLERK, 2000 MAIN ST, �_ SECOND FLOOR ..^�t 9{g.P City of Huntington Beach =r - 2000 Main Street ♦ Huntington Beach, CA 92648 (714) 536-5227 ♦ www.huntingtonbeachca.gov Office of the City Clerk Robin Estanislau, City Clerk October 10, 2017 Southwest Pipeline 22118 S. Vermont Avenue Torrance, CA 90502 RE: Sewer Lining Project - CC-1544 Enclosed please find your original bid bond for CC-1544. Sincerely, Q lib? Robin Estanislau, CMC City Clerk RE:ds Enclosure Sister Cities. Anjo, Japan ♦ Waitakere, New Zealand SECTION C SOUTHWESTP'P�'NE AND TRENCH LESS CORP. PROPOSAL for the construction of FY 2016/17 SEWER LINING PROJECT front VARIOUS LOCATIONS CC No. 1544 in .`he 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 1'pon 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 in?.o 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 so'ely for the purpose of comparing bids and that final compensation under the contract will he based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids and will readvertise the project. In the c:�se of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 SECTION C PROJECT BID SCHEDULE A PRGJECT NAME, CC 1544 SEWER LINING LOCATIONS BID ITEMS r f 1 Mobilization 1 LS $S 19L.0 $ vUD.c 2 Cleaning and preliminary video inspection of 8" sewer main 10 21 3.5v including tree roots and calcium removal 9,446 LF $ 2• $ 3 Install liner with approved epoxy or epoxy-vinyl ester-resin tube and post video inspection of 8"sewer main 9,446 LF $ 3�`�� $ 4 Cleaning and preliminary video inspection of 10"sewer main 7 cvo $�J 00 including tree roots and calcium removal 684 LF $ 0 6 Install liner with approved epoxy or epoxy-vinyl ester-resin tube and post video inspection of 10"sewer main 684 LF $ �� $ 'j`t,Zvp 6 Grind and re-open sewer service lateral 278 EA $ !b Vic' $ 7 Install&Maintain Construction BMP's 1 LS $ fL° $ 1100'0�" 8 Manhole Rehabilitation(Depth 6'-7') $1 EA I $ rJ,pOD.av 9 Traffic Control Plans on Edinger Avenue 1 LS $ �OcVw $ 3,001--o' 017 10 Construction Traffic Control 1 LS $10 o')O• $ 0,W-0 TOTAL BID AMOUNT (BASIS OF AWARD)—SCHEDULE A $ TOTAL BID AMOUNT IN WORDS: I 1 �o1�r h a nrN'1P.dl Silo Oh c -Yln�u Swc� �iyt 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 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 ti:is proposal of bid, find Bidder's Bond in the amount of 10%amount Bid which said amount is not Iess 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 LIST OF SUBf:'ONTRACTORS In accordance with Government Code Section A104, 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 �)ne 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 I By submission of this proposal,the Bidder certifies: 1. That he is able to and will perform the balance of all work which is not covered in the above subcontractors listing. 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. -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 7/17/17, at Torrance California 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 ill 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`ias not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone �-Ise 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, comn-unication, 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. Just' Duchaineau Name f Bid-!er Si ature of Bidder 22:18 S.Vermont Ave., Torrance, CA 90502 Address of Bidder G ' CALIFORNIA JURAT WITH AFFIANT STATEMENT GOVERNMENT CODE§8202 V/See Attached Document (Notary to cross out lines 1-6 below) El See Statement Below (Lines 1-6 to be completed only by document signer[s], not Notary) Signature of Llocument Signer No. 1 Signature of Document Signer No. 2 (if any) 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 Subscribed and sworn to (or affirmed) before me County of --ttP5 A4ZL." "3—�,� U on this day of 20--n7, by to Month Year (1) %AC)V1 ct.* r,9,aAA- FtOBE Ft T BOLGER IR (and (2) Commission#2061640 z Name(s) of Signer(s) Notary Public-California z Los Angeles County proved to me on the basis of satisfactory evidence M COMM.Expires Mar 21,20`18 to be the person who aRp�red before me. Signature z�p Signature of dary Public Seal Place Notary Seal Above ' OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages:—Signer(s)Other Than Named Above: @2014 National Notary Association - www.NationalNotary.org - 1-800-US NOTARY(1-800-876-6827) ltem #5910 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the FY 2016/17 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 t Pipeline &Trenchless Corp. Contractor By Justin Duchaineau President Title Date: 7-17-2017 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, remc:ved 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. i 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 Nlowing certificate. I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liabilit-, 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 perfonnance of the work of this contract. Southw st Pipeline &Trenchless Corp. Contracto 91stin Duchaineau President Title Date: 7-17-2017 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, CA 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 1-31-2018 Expiration Date The work site was inspected by Robert E. Bolger of our office on 7/10 9201 7. 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 otherwise erform the contract for the proposed work and improvements in accordance with t plans and ecifications set forth. Sou west Pipeline &Trenchless Corp. Compa Name Si gnat e of Bidder Justin Duchaineau- President Printed or Typed Signature C-8 NOTARY CERTIFICATE Subscribed and sworn to before me this 17th day of Jui;/ , 201 7 . A notary public or other officer completing this certificate verifies only the identity of the individual who signed the docum--nt, to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California ) County of Los Angeles ) On 7/17/2017 before me, Robert E. Bolger'�f 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. Signature Signature of Notary Public (PLACE NOTARY SEAL ABOVE) ROBERT BOLGER JR _ Commission #2061640 Notary Public California z z :r•.±� e D Z Los Angeles County M Comm.Expires Mar21,2018 1p 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 ti?w past five years: l. City of Compton 205 South Willowbroo f\ve, Compton, CA 90220 Name and Address of Public Agency Name and Telephone No. of Project Manager: Bobby Fouladi Tel. 310-605-5505 $2,393,555.00 Sewer Main Rehab using CIPP 12/2016 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: Rehab using CIPP 44,505 If of 8"sever main, 1200 Lateral Reconnection, 100 If of point repair, 75 Manhole Rehab 2. City of Culver City 9770 Culver Blvd.,Culver City CA 9P232 Name and Address of Public Agency Name and Telephone No. of Project Manager: Jason Linsdau Tel. 760-759-2466 $3,211,116.35 Sewer Main Lin+ng Rehabilitation Project Phase IV 12/2015 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: Rehab using CIPP 4,552 If of 6",67,594 If of 8",6,514 If of 10",7,613 If of 12", 3,961 If of 15", 1,323 If of 18" installed 100 Top Hats 3, City of Azusa 213 E. Foothill Blvd.Azusa CA 91702 Name and Address of Public Agency Name and Telephone No. of Project Manager: Daniel Bobadilla Tel.626-812-5264 $2,917,569.00 Rehab sewer main using CIPP 8/2014 Contract Amount Type of work Date Completed Provide additional project description to sh,)w similar work: Rehab using CIPP 32,900 If of 8",10",12",::5", point repairs, installed 1075 top hats C-10 Bidder's Critical Staff Listed below are the names of the bidders proposed Construction Project Manager, and Superintendent. For each of these critical positions,please list at least three projects for which the critical staff has performed similar work within the last five years. These projects do not have to be under the employment of the bidder of this project.Bidders are encouraged submit supplemental relevant project history in addition to the projects listed herein. 1. Dan McCoy Name of proposed Project Manager Telephone No. of proposed Project Manager: 310-329-8717 ext. 107 Sewer Main Lininj Rehabilitation Project Phase IV$ $3,211,116.00-Sewer Rehab using CIPP 12/2015 Project Name & Contract Amount Type of Work Date Completed Sewer Master Plan Improvements$2,664,680.00-Sewer Rehab using CIPP 8-2014 Project Name & Contract Amount Type of Work Date Completed Sewer Main Rehabilitation FY 15-$908,805.00 -Sewer Rehab using CIPP 10-2016 Project Name & Contract Amount "Type of Work Date Completed 2. Edward Manriquez Name of proposed Superintendent Telephone No. of proposed Superintendent: 310-261-0761 Willmington/Allondra Area Sewer Main 10-20JN135S;Sewer main rehab using CIPP;$2,393,555.00 2/2016 Project Name & Contract Amount Type of Work Date Completed Sewer Main Rehab FY15; Sewer main rehab using CIPP;$998,805.00 10/2016 Project Name & Contract Amount Type of Work Date Completed ACP Lining Prject No.1 CIP 15721-Sewer main rehab using CIPP;$2a;,564.00 11/2015 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 p;iblic 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/S B 854FactSheet-6.30.14.pdf DIR's Contractor Registration Link—Call (844) 522-6734 https://efiling.dir.ca.gov/PWCR,'ActionServlet?action=displayPWCRegistrationForm DIR's Contractor Registration searchable database: https://efiling.dir.ca.gov/PWCR/Search.action I am aware and will comply with the provisions of Labor Code Section 1771.1(a) which states: "A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform publi.1- 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 contrac� is awarded." I furthermore will comply by providing proof of�r5gis�U 'on with DIR as the primary contractor, as well as for ALL subcontractors at the time submitting e bid. Southw st Pipeline &Trenchless Corp. Contrac r ,y President Title Date: 7/17/17 PWC Registration #: 1000002176 C-12 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 Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS:That The Ohio Casualty Insurance Company is a corporation duty organized under the laws of the State of New Hampshire,that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts,and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana(herein collectively called the'Companiesl,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•fact,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 seals of the Companies have been affixed thereto this 6M day of March,2017. P�1NSUgA JP I'(INSU,� `PN%NSUgAN The Ohio Casualty Insurance Company rF Liberty Mutual Insurance Company \� t912 = 1.919 \ 1991 f0 Wes mericann�Insurance Company Cr o y eW as W a l ym�'9SSgS �2 HAMQ`'a\!� /A'DIANA By. David :"Carey,Assistant Secretary STATE OF PENNSYLVANIA ss COUNTY OF MONTGOMERY On this 6th day of March,2017,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 duty 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. SN PAS,. COMMONWEALTH OF PENNSYLVANIA Q4i H,oNw F( Notarial Seal Teresa Pastella,Notary Public OF Upper MerionTwp..Montgomery County By \P My Commission Expires March 28.2021 Teresa Pastella, otary Public yASYWP��G Member.Pennsylvania Association of Notaries �qRy This Power of Attom y-ismade and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company,Liberty Mutual Insurance Company,and West American Insurance Company which resolutions are now in full force and effect reading as follows: ARTICLE IV—OFFICERS—Section 12.Power of Attorney.Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President,and subject to such limitation as the Chairman or the President may prescribe,shall appoint such attomeys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute, seal,acknowledge and deliver as surety any and all undertakings,bonds,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 Xltl—Execution of Contracts—SECTION 5.Surety Bonds and Undertakings.Any officer of the Company authorized for that purpose in wrifing 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 attomeys-in-fact subject to the limitations set forth in their respective powers of attorney,shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal 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 attomeys-in- fact as may be necessary to act on behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Authorization—By unanimous consent of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced signature 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,The Ohio Casualty insurance Company,Liberty Mutual Insurance Company,and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full,We and correct copy of the 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 26th day of June 12017. 1NSUq POSY INSU PN1NSUgq �ti��onvor �m `ey�`��otwoggToy�m ��S�opavoggT 0 o c By: 1912 o�Ch m 1919 QW W 1991 a e ee C.Lle ell sistant Secretary m�9SSACMI'` �2 �'fd WHAM p2 Zi //y01ANP t 3 � 3 SOUTHWEST PIPELINE S TRENCHLESS 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 authorise 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.BoIger is authorised 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. o .Colich,Member of Board of Directors i T.Colich,Member and of Directors 22118 South Vermont Ave.Torrance,CA 90502 Phone(310)329-8717,Fax(310)329-0981 -,>- License No. A-773862 -*,- 7/10/2017 California Department of Industrial Relations-Contact DIR wilt?6f Mdnu)stmn,, A(�]Vjt,)rrjS ........... ........... .......... ................ .................................. ...................................... ....................... ..................... Laboi ;—vv 'OJork,--, Cornp, . . . ............. Self ln ,Ajrance ..................................................... x)0002 i cofill"actor Dwpik' � .............................. ................ .......................................- ........ ................ .......... ................. Ao p r e T)L :e s p J Contractor Informs Jon Legal Entity Information Workers'Compensation 5 ............ .................. ........... Legal Name Legal Entity Type D�rectol `)ffic,t SOUTHWEST PIPELINE AND TRENCHLESS CORP. CORPORATION B Trade Name License Number(s) Public:Works Public Works Contractor,'PW(..)P,egi",trati(.)r CSLB:773862 Public Works Contractor (PWC) Reg Mailing Address 22118 S.VERMONT AVE. This is a listing of current and active PWC registrations pursuant tc TORRANCE,CA 90502 Enter at least one search criteria to display active registered public ................................. Physical Address l Y nt F Registration Year: Current 2017/ .......... 22118 S.VERMONT AVE. PWC Registration Number: 1-000002176 TORRANCE,CA 90502 Contractor Legal Name: example:ABC COMPANY Email Addre&: License Number: example:123456 RBOLGER@SWPIPE-LTNE.COM County: Select County ........................... Sea;ch Export as: Excel I PDF Search Results One registered contractor found. 1 I - 1-, 11 1 1..11 1 11 1 1.-�--�T.I...."11I.I.... - I .......... Details Legal Name Registration I County city Registration Expiration Number Date Date View SOUTHWEST PIPELINE AND TRENCHLESS CORP. 1000002176i LOS ANGELES 'TORRANCE 05/23/2017'06/30/2018 -L ................... ......................... J11 ................... v2,201601 01 AbOLIt DIR Work with Us Lear t;Mot vv�zo wc are )l Dyk Ac u,J o i c DIR D visk,ns,baard & https://efiling.dir.ca.gov/PWCR/Search.action g SOUTHWEST PIPELINE Daniel McCoy Summary of March,2004-Present Qualifications Southwest Pipeline and Trenchless Corp. Gardena,CA Project Manger ■ Manage all projects, field personnel and wet-out of the Cured-in-Place pipe, SPR EX and Top Hats (Lateral Seal Connections) to complete numerous rehabilitation projects. Prepare construction schedules and required submittals to various government agencies. Assure job conformance to contract plans and specifications. Superintendent ■ Over see daily production of construction crews, involving Cured-in-Place pipe, Expanda- Ribloc,and Top Hats,Video inspection,and lateral rehab crews. Communicate directly with project managers, onsite construction inspectors, and project engineers. Enforce rules and company regulations. Foreman ■ Nlanage and oversee a five man crew,install Cured-in-Place pipe,install Expanda-Ribloc. Education and Special Skills ■ Serrano High School.Diploma 1997 ■ Confined Space Training—Competent Person ■ Basic Medic First Aid—CPR Inclusive ■ 30 hour O.S.H.A course ■ Diversity training Sewer& Storm Rehabilitation Projects (CIPP, SPR EX&Top Hats) City of San Diego ■ Pipeline Rehabilitation Phase F-1—104,604 LF of 6"—21" ■ Pipeline Rehabilitation Phase H-1—34,770 LF of 6"—15" ■ Sewer Pipeline Rehabilitation Phase J-1—47,668 LF of 8"—10" ■ Sewer Pipeline Rehabilitation Phase J-LA—38,507 LF of 6"—10" ■ Sewer Pipeline Rehabilitation Phase J-1B—27,092 LF of 8" ■ Sewer Pipeline Rehabilitation Phase J-1C-35,196LF of 8" City of Los�es ■ SSRP A02A Venice Blvd. &Genesee—7,538 LF of 8"&10" • SSRP A02B Coliseum St.&La Brea Ave.—15,943 LF of 8"&10" • SSRP Mandeville Canyon Rd.&Wedstridge Rd.—12,535 LF of 8"&10" ■ N.E.Wilshire CSRP Unit 3—2,499 LF of 8" ■ SSRP P13 Range View&Ave.55—1,972 LF of 8" • SSRP U19B Prosser Ave.—11,043 LF of 8"—15" ■ SSRP U15 Camden.eve.—3,777 LF of 8"—15" City ofAnaheim ■ Citywide Sanitary Sewer System Repair- 9,647 LF of 8"—24" ■ Citywide Sanitary Sewer System Repair Phase II Group 2—15,421 LF of 8"-18" ►539 West 140th Street Gardena,CA 90249 -Phone(310)329-8717-Fax(310)329-0981 •7/10/20174 —2— July 10,2017 Los Angeles County Sanitation District ■ District 5'Main Trunk Sewer Rehabilitation—7,035 LF of 15" ■ JO"H"Unit 1F Sewer Rehabilitation—451 LF of 36" ■ J01A Long Beach Sewer Rehabilitation—62 LF of 24" Los Angeles County Department of Public Works ■ Cc\IP Lining CDR Phase 1A-6,000 LF of 15"—66" ■ CMP Lining CDR Phase 1-�—1,170 LF of 15"—36" ■ Eaton Wash Spreading Ground Improvements—1,779 LF of 21"—36" City of La Habra ■ Lining Existing Mains Project No. 1-S-09—21,733 LF of 6"—15" City of Redwood City ■ 2010-2011 Sewer Rehabilitation Project—5,011 LF of 6" Orange County Sanitation District ■ Bayside Drive Improvements 5-61 —3,488 LF of 24" Cit�:of West HoU)mood ■ Sewer Repair and Rehabilitation—Eastside CIP—24,759 LF of 8"-12" ►539 West 14011,Street Gardena,CIS 90249-Phone(310)329-8717 -Fax(310)329-0981 •7/10/20174 SOUTHWEST PIPELINE Edward Manria uez JL Summary of 2001 -Present Qualifications Southwest Pipeline&Trenchless Corp. 22118 S.Vermont Ave,Torrance CA 90502 Cell: (310)261-0761 Lead Foreman Superintendent • Over 15 years' experience in CIPP Direct Project installation supervision. Project Scheduling, Inspector and Engineer Relations, Field Employee Management, Pipe Rehabilitation, Mainline Inspection, Pipe Cleaning, CCTV Inspection, Bypass (Flow Diversion), CIPP Installation,Liner Wet-out,Onsite Wet-out, Traffic Control — National Liner (CIPP), U-Liner (HDPE), Lateral Lining, and Lateral Seal Connections(Top Hats). Education and Special Sldls • Equipment Operation — CCTV Trucks (Cameras and Cutters), Vactors, Boilers,Pumps,etc. • Bypass • Confined Space Training • Basic Medic First Aid—CPR Inclusive Project Experience • Supervised installation of over 600,000 feet in all HDPE, CIPP, Lateral Lining, and Lateral Seal Connection (Top Hat) projects completed by Southwest Pipeline&Trenchless Corp. Sewer& Storm Rehabilitation Projects (CIPP,SPR EX&Top Hats) City of San Diego ■ Pipeline Rehabilitation Phase F-1-104,604 LF of 6"—21" ■ Pipeline Rehabilitation Phase H-1—34,770 LF of 6"—15" ■ Sewer Pipeline Rehabilitation Phase J-1—47,668 LF of 8"—10" ■ Sewer Pipeline Rehabilitation Phase J-1A—38,507 LF of 6"—10" ■ Sewer Pipeline Rehabilitation Phase J-1B—27,092 LF of 8" ■ Sewer Pipeline Rehabilitation Phase J-1C-35,196LF of 8" City ofLos Ameles ■ SSRP A02A Venice Blvd. &Genesee—7,538 LF of 8"&10" ■ SSRP A02B Coliseum St.&La Brea Ave.—15,943 LF of 8"&10" ■ SSRP Mandeville Canvon Rd.&Wedstridge Rd.—12,535 LF of 8"&10" ■ N.E.Wilshire CSRP Unit 3—2,499 LF of 8" ■ SSRP P13 Range View&,eve.55—1,972 LF of 8" ■ SSRP U19B Prosser Ave.—11,043 LF of 8"—15" ■ SSRP U15 Camden Ave.—3,777 LF of 8"—15" 00,22118 S.Vermont Ave.Torrance,CA 90502•Phone (310)329-8717 -Fax(310)329-0981 •7/10/20174 SOI T14WE-ST P3PELINE Edward Manriquez Cont'd City_of 1lnaheurr ■ Citywide Sanitary Sewer System Repair- 9,647 LF of 8"—24" ■ Citywide Sanitary Sewer System Repair Phase II Group 2—15,421 LF of 8"-18" Los Angeles County Sanitation District ■ District 5 Main Tru ik Sewer Rehabilitation—7,035 LF of 15" ■ JO"H"Unit 1 F Sewer Rehabilitation—451 LF of 36" ■ J01A Long Beach Sewer Rehabilitation—62 LF of 24" Los Angeles County Department of Public Works ■ CIMP Lining CDR Phase 1A-6,000 LF of 15"—66" ■ CIfP Lining CDR Phase 2A—1,170 LF of 15"—36" ■ Eaton Wash Spreading Ground Improvements—1,779 LF of 21"—36" City of La Habra ■ Lining Existing Mains Project No. 1-S-09—21,733 LF of 6"—15" City of Redwood City ■ 2010-2011 Sewer Rehabilitation Project—5,011 LF of 6" Orange County Sanitation District ■ Bayside Drive Improvements 5-61 —3,488 LF of 24" City of West Hollywood ■ Sewer Repair and Rehabilitation—Eastside CIP—24,759 LF of 8"-12" 00-22118 S.Vermont Ave.Torrance,CA 90502-Phone (310)329-8717-Fax(310)329-0981 •7/10/2017 4 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 of husinecs) Liberty Mutual Insurance Company Southwest Pipeline and Trenchless Corp. 175 Berkeley Street This document has important 22118 South Vermont Avenue Boston, MA 02116 legal consequences.Consultation Torrance, CA 90502 Mailing Address for Notices with an attorney is encouraged with respect to its completion or OWNER: 790 The City Drive South Suite 200 modification. (Name,leGalstalusandadditss) 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: (,Vance,location or address and Project number iif ar.t) FY 2016/17 Sewer Lining Project CC No. 1544 City of Huntington Beach, CA 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 die bidding or Contract Documents,with a surety.admitted in the•jurisdiction of the Project and otherwise acceptable to the Owner,for the faithful perfonnance 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 aniount specified in said bid and such larger aniount for which the Owner may in good faith contract with another party to perlimn the work covered by said bid,then this obligation sliall be null and void,otherwise to remain in full Ibrce and ellect.The Surety liereby waives any notice ol'an agreement between the Owner and Contractor to extend the tinie in which the Owner may accept the bid.Waiver ul'nolice by(he Surety sliall not apply to any extension exceeding sixty(60)days in the aggregate beyond(he time for acceptance al'bids specified in(lie bid documents;and(he 0iviier and Contractor shall obtain(lie 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. Wlien this Bond has been f tmislied to comply Willi a staluton•or other legal requirement in the location ol'the Project,any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herelnom and provisions conlonning to such slatuton'or other legal requirement shall be deenied incorporated lierein.Wlien so furnished,(he intent is that this Bond shall be construed as a statutory bond and not as a comnion la%v bond. Signed and scaled this 26th day of June, 2017. Southwest Pi eline and Trenchless Corp. (Principal) (Seal) (lViptess) (Ti rle) IZc'S� Libert utual Insurance Company aJ"o`�o Aqy Rrr �F (.Surer} (.Seal) (117irrrecv) Maria Pena 1912�C('n 13� (C� ��7 9'rSACMfi Y= (Tile) oemi Quiroz ttorney-in-Fact. S-0054/AS 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 JUN h �011 , 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 isAar-e subscribed to the within instrument and acknowledged to me that 4qshe, 4ey executed the same in #+s/her/t#eiF authorized capacity4e-s4, and that by 4+s her{4e4 signature{s4 on the instrument the person{), or the entity upon behalf of which the person{) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. NATALIE K.TROFIMOFF .� i NOTARY PUBLIC-CALIFORNIA I ¢ LOS ANGELES COUNTY F COMMISSION#2127860 MY COMM.EXPIRES OCT.22,2019 _ 1 r Signature:, ) (Seal) Natalie K. Trofimoff, Notary PUblic �yY r'`q',i'•c�y�,j SOUTHWEST PIPELINE �..J la TRET7GHLE&S GQRP. �... Contractor License 773862-A 22118 S.Vermont Avenue r** Torrance.CA 90502 w ^' co "SEALED BID" t: ` f `s for FY 2016/17 SER-ER. LI�TTI�rG PROJECT In the =' CITE' OF HUNTINGTON BEACH - DO NOT OPEN WITH RE GU LAR M DELIVER TO THE [OFFICE OF THE CITY CLERIC. "000 MAIN STREET. SECON FLOOR =:+ Bid Opening Date;7-18-2017 AT 2:00 P.M. v -•.k 7,