Loading...
HomeMy WebLinkAboutSANCON TECHNOLOGIES, INC. - 2007-01-16 ®�� City of Huntington Beach INTER-DEPARTMENT COMMMUNICATION HUNTINGTON BEACH TO: THOSE LISTED HEREON FROM: Duane D. Wentworth, Contract Administrator DATE: April 21, 2008 SUBJECT: Retention Release Payment Company Name: SanconTechnologies, Inc. Address: 5881 Engineer Drive City, State and Zip Code: Huntington Beach, CA 92649 Phone Number: (714) 902-0115 Business License Number:A 257764 Local Address: NSA Notice of Completion Date:April 10, 2008 Contract Purpose: Retention Release for Cash Contract 1252, 06-07 Sewer Rehabilitation Project 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 on the subject at this time. V/01/0� ate Travis HopkinglT, Public Works Director I certify that there are no outstanding invoices on file. LI-23'y j 0<)"-1 �� Date ari FreicTdnrich, City Treasurer I certify that no stop notices are on file on the subject contract, and that a guaranty bond has been filed with this office. Date Jobh Flynn, City Clerk 1252 Retention Memo 4/21/2008 1:19:00 PM RECEIVED BY: CITY CLERK RECEIPT COPY Return DUPLICATE to City Clerk's Office _. (Name) U after signing/dating o (Date) CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION TO: Shaff'r.reidenrich, City Treasurer FROM: DATE: , /0^00 SUBJECT: Bond Acceptance have received the bonds for !�` V�l)� �GG I4)Lo (Company Name) Faithful Performance Bond No. Labor and Material Bond No. Monument Bond No. Maintenance Bond No. / (0 `T Guarantee and Warranty Bond No. Re: Tract No. CC No. MSC No. Approved �' Agenda Item No. (Cou cil Approval Date) / City Clerk Vault No. '60o, bo #27 g1followup/bondletter.doc This Document was electronically recorded by PLEASE COMPLETE THIS INFORMATION ER Cert Mail F RECORDING REQUESTED BY: Recorded in Official Records,Orange County Tom Daly,Clerk-Recorder 11111111111111111111i1111 Jill 111111111111111111111111111111 NO FEE 2008000183268 01:10prn 04/18/08 AND WHEN RECORDED MAIL TO: 200 67 N121 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 WHEN RECORDED MAIL TO: CITY OF HUNTINGTON BEACH Attn: Robert A. Martinez P.O. Box 190—2000 Main Street Huntington Beach, CA 92648 THIS SPACE FOR RECORDER'S USE ONLY TITLE OF DOCUMENT: NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN by the City of Huntington Beach, owner in fee, 2000 Main Street, Huntington Beach, CA 92648, that the contract heretofore awarded to Sancon Technologies, Inc. who was the company thereon for doing the following work to-wit: 06-07 SEWER REHABILITATION PROJECT; CC#1252 That said work was completed April 10, 2008 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 April 4, 2008, per City Council Resolution No.2003-70 adopted October 6, 2003. That upon said contract Insurance Company of the West 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 6103 and should be recorded free of charge. Dated at Huntington Beach,California,this April 15,2008. `'Director of Public Works or City Engineer 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. Dated at Huntington Beach, California,this April 15,2008. DirectorPbic Wo(sor ity Engineer City of Huntington Beach,California THIS PAGE ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION (Additional recording fee applies) b.059-TITLE PAGE(R7/95) 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: Project: Ofa d U 7 S ,!�,e ,PE /7CW 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 Calif6rnia, Department of Industrial Relations, and/or the United States Department of Labor. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Executed this 16 day of j 'tL , 200 J, at ! &V , California. (Type Contractor Name) Name: [Type Name] B Title: [Type Title] Sic., �#{��/9� CITYffZMRNEY r. 'TLC' 03•a'b •� 1 247542.3 CONTRACTOR'S CERTIFICATE I, Bab /Jal-L state and certify that: (Name of Declarant) is the general contractor to the City of Huntington Beach ("City") .on Contract No. Ge-- - %"z.67Z (the "Contract") for the construction of the public work of improvement entitled: 06 -0 7 S�"Tk WLJ-1443 i -IW7701,6 (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"): iVcaNE 4. Attached hereto are the lien waivers required by the Contract Documents, which lien waivers have been executed by all persons who performed work on or supplied labor, services, materials, and/or equipment for use at the Project. 5. Set forth below is a list of disputed claims or claims that are the subject of a Notice to Withhold filed pursuant to the Civil Code of the State of California (list all disputed claims; if none, write"NONE"): N'0 Wf- I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Executed at /a7W L-2,r-,H on this /G ` day of &kIL , 200 1?. (Signature of D clarant) APPROVED AS TO FORM By: r �(I�/a -1lJ 3- Zo•oC� Name: [Type Name] Title: [Type Title] 1 245914.1 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: C C- - X2 _Is-Z Project: a 6- [J'7 S-r,>,fM iC�h*,6 i L.i<W77ah/ 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, creed, color, sex, 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, creed, color, sex, national origin, age or disability (with the exception of access for the disabled). I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Executed this J day of V1,14Cm , 20®q, at 1�7W LL73&i1 , California. S,4)�I c-o v -72--G,r-FntoL-o6s�5.; :1we-` (Type Contractor Name) By: kr s Name: (Type Name] 0�,7 ►b ,. 4s ti,> '�-+ Title: [Type Title] - R A ORNEY 1 245911.1 RECEIVED BY: CITY CLERK RECEIPT COPY Return DUPLICATE to City Clerk's Office (Name) after signing/dating (Date) CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL. COMMUNICATION TO: Shar' reidenrich, City Treasurer C FROM: &,w, � ( 0!`- ` DATE: d SUBJECT: Bond Acceptance I have received the bonds for �� / ��/64' (company Name) Faithful Performance Bond No. Labor and Material Bond No. Monument Bond No. Maintenance Bond No. Guarantee and Warranty Bond No. Re: Tract No. CC No. MSC No. Approved Agenda Item No. (Cou cll Approval Date) / City Clerk Vault No. l600, 6o #27 g1followup/bondletter.doc I.C.W. GROUP ®INSURANCE COMPANY OF THE WEST ❑EXPLORER INSURANCE COMPANY ❑INDEPENDENCE CASUALTY AND SURETY COMPANY 11455 El Camino Real, San Diego, CA 92130-2045 P.O. Box 85563, San Diego,CA 92186-5563 (858) 350-2400 FAX (858)350-2707 MAINTENANCE BOND Bond No.217 64 06 Premium $ NA KNOW ALL MEN BY THESE PRESENTS: That, SANCON TECHNOLOGIES, INC., as Principal, and INSURANCE COMPANY OF THE WEST, a corporation organized under the laws of the State of California and authorized to do a surety business in the State of CALIFORNIA, as Surety, are held and firmly bound unto the CITY OF 14UNTINGTON BEACH in the sum of ONE MILLION TWO HUNDRED SEVENTY FOUR THOUSAND SIX HUNDRED NINETY SEVEN DOLLARS ($1,274,697.00), lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these presents: SEALED with our seals and dated this 16th day of April,2008. WHEREAS,on the FEB 23,2007,the said CITY OF HUNTINGTON BEACH, , entered into an agreement for 06-07 SEWER REHABILITATION PROJECT-CC 1252 for the sum of ONE MILLION TWO HUNDRED SIXTY FOUR THOUSAND SEVEN HUNDRED DOLLARS ($1,264,700.00); and, WHEREAS, under the terms of the specifications for said work, the said SANCON TECHNOLOGIES, INC. is required to give a bond for ONE MILLION TWO HUNDRED SEVENTY FOUR THOUSAND SIX HUNDRED NINETY SEVEN DOLLARS ($1,274,697.00),to protect the CITY OF HUNTINGTON BEACH against the result of faulty materials or workmanship for a period of one year from and after the date of the completion and acceptance of same, namely, until APRIL 1, 2009. NOW, THEREFORE, if the said SANCON TECHNOLOGIES, INC. shall for a period of one year from and after the date of the completion and acceptance of same by said SANCON TECHNOLOGIES, INC. replace any and all defects arising in said work whether resulting from defective materials or defective workmanship,then the above obligation to be void; otherwise to remain in full force and effect. SANCON TECHNOLOGIES, INC. BY: INSURANCE COMPANY OF THE WEST BY: IL Michael R. Langafi Attorney-in-Fact GN-ICW 163(7/00) CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of LOS ANGELES On APRAL 16 1009 before me, Katherine L. Banks Date Nete insert Name and Title of the Officer personally appeared Michael R. Langan Names)of&gnarls) who proved to me on the basis of satisfactory evidence to ...... tillbe the person(*) whose name(jo is/a w subscribed to the KATHERINE L. BANKS within instrument and acknowledged to me that (n s C.W NI. # 1639302 < he/20efAft executed the same in hisflv'/€ authorized NWARi PUBLIC • CALIFORNIA (n capacity(k&), and that by his/lW/tl*ar signature(* on the > LOS ANGELES COUNTY r ° instrument the person(*), or the entity upon behalf of •� My Comm.Expires Jan.31,2010 ............................................ .,,•, 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 nd and official seal. Signature Place Notary Seal Above Signature of Notary Public OPTIONAL Though the information below is not required by law it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document �1 Title or Type of Document: t Nit Document Date: Number of Pages: Signer(s)Other Than Named Above: _^ Capacity(ies) Claimed by Signer(s) Signer's Name:Michael R. Langan Signer's Name: Individual Individual a Corporate Officer—Titte(s): Corporate Officer—Title(s): Partner— 7 Limited 7 General 71 Partner— Limited General �R Attorney in Fact . Attorney in Fact WERE i lup oI lnun,o ne,e ! Top-Itrnumb here Trustee Trustee i I Guardian or Conservator f. Guardian or Conservator Other: t-i Other: I I Signer is Representing: Signer Is Representing: — , t �N 3�R c Co h,PA-iJ VI I CfiJ2007 National Notary Association•9350 De Soto Ave. PO.Box 2402•Cnatsvrorih.CA 973E 3-2402•www.NatlonalNotary org Item 05907 Reorder Call Tot!-Free,-300-876-6827 No. 0000982 ICW GROUP Power of Attorney Insurance Company.of the West Explorer Insurance Company Independence Casualty and Surety Company KNOW ALL MEN BY THESE PRESENTS: That Insurance Company of the West,a Corporation duly organized under the laws of the State of California, Explorer Insurance Company,a Corporation duly organized under the laws of the State of California,and Independence Casualty and Surety Company,a Corporation duly organized under the laws of the State of Texas,(collectively referred to as the"Companies"),do hereby appoint MICHAEL R.LANGAN their true and lawful Attomey(s)-in-Fact with authority to date,execute,sign,seat,and deliver on behalf of the Companies,fidelity and surety bonds,undertakings,and other similar contracts of suretyship,and any related documents. In witness whereof,the Companies have caused these presents to be executed by its duly authorized officers this 2nd day of January,2008. G��ONPANYpia /s' ��S POgNCC�` -:�, YSr OPPOWAT y`n �rv4t-f4oN �9},,C, rc sac Eo m 1 : 1O i INSURANCE COMPANY OF THE WEST i SEAL— 39)1 r a EXPLORER INSURANCE COMPANY 0 � �` �IA1` INDEPENDENCE CASUALTY AND SURETY COMPANY Ld� ,,, � � C7 Jeffrey D.Sweeney,Assistant Secretary J.Douglas Browne,Senior Vice President State of California }County of San Diego ss. On January 2,2008,before me,Mary Cobb,Notary Public,personally appeared J.Douglas Browne and Jeffrey D.Sweeney,who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s)istare subscribed to the within instrument,and acknowledged to me that they executed the same in their authorized capacities,and that by their signatures on the instrument,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. Y !IJ NG90 jtRY ��U 93 t COMO C A � Mary Cobb,Notary Public RESOLUTIONS This Power of Attorney is granted and is signed,sealed and notarized with facsimile signatures and seals under authority of the following resolutions adopted by the respective Boards of Directors of each of the Companies: "RESOLVED: That the President,an Executive or Senior Vice President of the Company,together with the Secretary or any Assistant Secretary,are hereby authorized to execute Powers of Attorney appointing the person(s)named as Attorney(s)-in-Fact to date,execute,sign,seat,and deliver on behalf of the Company,fidelity and surety bonds,undertakings,and other similar contracts of suretyship,and any related documents- RESOLVED FURTHER: That the signatures of the officers making the appointment,and the signature of any officer certifying the validity and current status of the appointment,may be facsimile.representations of those signatures,and the signature and seal of any notary,and the seal of the Company,may be facsimile representations of those signatures and seals,and such facsimile representations shall have the same force and effect as if manually affixed. The facsimile representations referred to herein may be affixed by stamping,printing,typing,or photocopying." CERTIFICATE 1,the undersigned,Assistant Secretary of Insurance Company of the West,Explorer Insurance Company,and Independence Casualty and Surety Company,do hereby certify that the foregoing Power of Attorney is in full force and effect,and has not been revoked,and that the above resolutions were duly adopted by the respective Boards of Directors of the Companies,and are now in full force. IN WITNESS WHEREOF,1 have set my hand this day of � � r Jeffrey D.Sweeney,Assistant Secretary To verify the authenticity of this Power of Attorney you may call 1-800-877-1111 and ask for the Surety Division. Please refer to the Power of Attorney Number,the above named individual(s)and details of the bond to which the power is attached. For information or filing claims,please contact Surety Claims,ICW Group, 11455 Et Camino Real,San Diego,CA 92130-2045 or call(858)350-2400. CONSENT OF OWNER SURETY COMPANY ARCHITECT ❑ TO FINAL PAYMENT CONTRACTOR ❑ SURETY ❑ DOCUMENT G707 OTHER ❑ PROJECT: 06-07 SEWER REHABILITATION PROJECT (name,address) CC 1252 TO(Owner) CITY OF HUNTINGTON BEACH Architect's Project No.:CC 1252 2000 MAIN STREET HUNTINGTON BEACH,CA 92648 Contract For: Contract Date: Contractor:SANCON TECHNOLOGIES,INC. In accordance with the provisions of the Contract between the Owner and the Contractor as indicated above,the INSURANCE COMPANY OF THE WEST,SURETY COMPANY,on bond of SANCON TECHNOLOGIES, INC.,CONTRACTOR,hereby approves of the final payment to the Contractor,and agrees that final payment to the Contractor shall not relieve the Surety Company of any of its obligations to CITY OF HUNTINGTON BEACH, CA,OWNER,as set forth in the said Surety Company's bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this 16th day of April,2008. INSURANCE COMPANY OF THE WEST Surety Company Si`gnaturei&Auth ized Re esentative Attest: ATTORNEY IN FACT (Seal): Title Note: This form is to be used as a companion document to AIA DOCUMENT 07o6,CONTRACTOR'S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS,Current Edition AIA DOCUMENT G707•CONSENT OF SURETY COMPANY TO FINAL PAYMENT O April 1970 Edition•AIA© One Page ©1970 9 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 New York Ave.,NW,Washington,D.C.20006 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of LOS ANGELES On KRI L 1 b,qm before me, Katherine L. Banks — Dat7 Here insert Name and Title of the Officer personally appeared Michael R. Langan Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(A) is/am subscribed to the ='"""""O"""I.,Ik "`""""""""""""..... """"""""" within instrument and acknowledged to me that E a KATHERINE L. BANKS ` < he/ executed the same in hisAjorfauthorized Comm. J 639302 (n c aci ass, and that b hisAW/their signature(4)nature on the NWARV p't 80C GtttIFORNIA aP tY( } Y g (� > i.us ANGt LL$ COUNTY +— instrument the person(g), or the entity upon behalf of My Comm.Expires Jan.31,2010 i which the person(-#) acted, executed the instrument. ....................................................................................mod I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS m h nd and official seal. �— Place Notary Seal Above Signature Signature of Notary Public OPTIONAL Though the information below is not required by law,it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document �J 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:Michael R. La_ngan Signer's Name: — C Individual Individual Corporate Officer—Title(s): Corporate Officer—Titie(s): Partner— Limited -! General Partner— Limited General Attorney in Fact • Attorney in Fact • !uu ur Inuritb!rete Top of rhumb here D: Trustee ❑Trustee Guardian or Conservator -i Guardian or Conservator Other: Other: j Signer Is Representing: Signer Is Representing: jl 5 Lk R C� 02007 National Notary Association•9350 De Soto Ave..PO Box 2402•Chatsworth.CA 91313-2402•www.NatwiatNotary.org Item#15907 Reorder:Call Toll-Free t-800-876-6827 No. 0000982 ICW GROUP Power of Attorney Insurance Company of the West Explorer Insurance Company Independence Casualty and Surety Company KNOW ALL MEN BY THESE PRESENTS: That Insurance Company of the West,a Corporation duly organized under the laws of the State of California, Explorer Insurance Company,a Corporation duly organized under the laws of the State of California,and Independence Casualty and Surety Company,a Corporation duly organized under the laws of the State of Texas,(collectively referred to as the"Companies"),do hereby appoint MICHAEL R.LANGAN their true and lawful Attomey(s)-in-Fact with authority to date,execute,sign,seal,and deliver on behalf of the Companies,fidelity and surety bonds,undertakings,and other similar contracts of suretyship,and any related documents. In witness whereof,the Companies have caused these presents to be executed by its duly authorized officers this 2nd day of January,2008. 4�,°1APANPOfA401�C(C '' ��,TY G\ i y %Qtox` ! y��a�0"PONATEo m I(��r�6 A C. v k INSURANCE COMPANY OF THE WEST o' SEAL $ Y y K EXPLORER INSURANCE COMPANY a+maii•� y ?���eo4 �°�.t INDEPENDENCE CASUALTY AND SURETY COMPANY C� Jeffrey D.Sweeney,Assistant Secretary J.Douglas Browne,Senior Vice President State of California County of San Diego SS. On January 2,2008,before me,Mary Cobb,Notary Public,personally appeared J.Douglas Browne and Jeffrey D.Sweeney,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 they executed the same in their authorized capacities,and that by their signatures on the instrument,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. IbY CODA.4"6=90 A momocoumiry ic SEPTEMBER2A2009 Mary Cobb,Notary Public RESOLUTIONS This Power of Attorney is granted and is signed,sealed and notarized with facsimile signatures and seals under authority of the following resolutions adopted by the respective Boards of Directors of each of the Companies: "RESOLVED: That the President,an Executive or Senior Vice President of the Company,together with the Secretary or any Assistant Secretary,are hereby authorized to execute Powers of Attorney appointing the persons)named as Attomey(s)-in-Fact to date,execute,sign,seal,and deliver on behalf of the Company,fidelity and surety bonds,undertakings,and other similar contracts of suretyship,and any related documents. RESOLVED FURTHER: That the signatures of the officers making the appointment,and the signature of any officer certifying the validity and current status of the appointment,may be facsimile representations of those signatures,and the signature and seal of any notary,and the seal of the Company,may be facsimile representations of those signatures and seals,and such facsimile representations shall have the same force and effect as if manually axed. The facsimile representations referred to herein may be affixed by stamping,printing,typing,or photocopying." CERTIFICATE I,the undersigned,Assistant Secretary of Insurance Company of the West,Explorer Insurance Company,and Independence Casualty and Surety Company,do hereby certify that the foregoing Power of Attorney is in full force and e0ect,and has not been revoked,and that the above resolutions were duly adopted by the respective Boards of Directors of the Companies,and are now in full force. IN WITNESS WHEREOF,I have set my hand this- Jeffrey day of PR � L Jeffrey D.Sweeney,Assistant Secretary To verify the authenticity of this Power of Attorney you may call 1-800-877-111 1 and ask for the Surety Division. Please refer to the Power of Attorney Number,the above named individual(s)and details of the bond to which the power is attached. For information or filing claims,please contact Surety Claims,ICW Group, 11455 El Camino Real,San Diego,CA 92130-2045 or call(858)350-2400. M . f RECEIVED BY: CITY CLERK RECEIPT COPY Return DUPLICATE to City Clerk's Office (Name) after signing/dating (Date) iff CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION TO Shard Freidenrich, City Treasurer FROM DATE / r k .3 /o�00 SUBJECT Bond Acceptance f _ I have received the bonds for LOOLn, (Company Name) Faithful Performance Bond No. eel � _C Labor and Material Bond No. Monument Bond No. Maintenance Bond No. Re: Tract No CC No J11-A S� MSC No Approved //(0/0 Agenda Item No. (Council Approval Date) / City Clerk Vault No. A ng b y eel #27 gJfollowup/bondletterAce CITY FUNDED CONSTRUCTION CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND ?hwc�J F�low��ICS OR TABLE OF CONTENTS Page No. 1. STATE OF WORK;ACCEPTANCE OF RISK 1 2. ACCEPTANCE OF CONDITIONS OF WORK;PLANS 2 3. COMPENSATION 4 4. COMMENCEMENT OF PROJECT 4 5. TIME OF THE ESSENCE 4 6. CHANGES 5 7. NOTICE TO PROCEED 6 8. BONDS 6 9. WARRANTIES 6 10. INDEPENDENT CONTRACTOR 7 11. LIQUIDATED DAMAGES/DELAYS 7 12. DIFFERING SITE CONDITIONS 9 13. VARIATIONS IN ESTIMATED QUANTITIES 10 14. PROGRESS PAYMENTS 10 15. WITHHELD CONTRACT FUNDS,SUBSTITUTION OF SECURITIES 11 16. AFFIDAVITS OF SATISFACTION OF CLAIMS 11 17. WAIVER OF CLAIMS 12 18. INDEMNIFICATION,DEFENSE,HOLD HARMLESS 12 19. WORKERS'COMPENSATION INSURANCE 13 20. INSURANCE 13 21. CERTIFICATES OF INSURANCE;ADDITIONAL INSURED 14 22. NOTICE OF THIRD PARTY CLAIM 15 23. DEFAULT&TERMINATION 15 24. TERMINATION FOR CONVENIENCE 16 25. DISPOSITION OF PLANS,ESTIMATES AND OTHER 16 26. NON-ASSIGNABILITY 16 27. CITY EMPLOYEES AND OFFICIALS 16 28. STOP NOTICES 17 29. NOTICES 17 30. SECTION HEADINGS 18 31. IMMIGRATION 18 32. LEGAL SERVICES SUBCONTRACTING PROHIBITED 18 33. ATTORNEY'S FEES 18 34 INTERPRETATION OF THIS AGREEMENT 19 35. GOVERNING LAW 19 36. DUPLICATE ORIGINAL 19 37. CONSENT 20 38. SURVIVAL 20 39. MODIFICATION 20 40. ENTIRETY 20 CITY FUNDED CONSTRUCTION CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND �! I NC- FOR Ol.• THIS AGREEMENT ("Agreement") made and entered into this � day of �nJU=A&S/ 200' , by and between the City of Huntington Beach, a municipal corporation of the State of California, hereinafter referred to as "CITY," and l'NG. , a California Q, hereinafter referred to as "CONTRACTOR." WHEREAS, CITY has solicited bids for a public works project, hereinafter referred to as "PROJECT," more fully described as -- 4�pl 5rANP-= l� � ' in the City of Huntington s co 12� Ga. 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 agree/forms/city consb4-03 1 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, 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), 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; agree/forms/city const/4-03 2 C. The CITY's standard Plans and Specifications and special contractual provisions, including those on file in the office of the Director of Public Works of CITY and adopted by the City Council, and any revisions, amendments or addenda thereto; D. The current 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; 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 Department of Public Works of CITY (hereinafter referred to as "DPW"), and agree/forms/city const/4-03 3 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. 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 Dollars ($ 41p� as set forth � co in the Contract ocuments, to be paid as provided in is Agr eme t. 4. COMMENCEMENT OF PROJECT CONTRACTOR agrees to commence the PROJECT within ten (10) working days after the Notice o Proceed is issued and diligently prosecute the PROJECT to -Iwo=�N completion within �� 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 agree/forms/city const/4-03 4 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, 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. agree/forms/city const/4-03 5 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. 8. BONDS Only bonds issued by California admitted sureties will be accepted. CONTRACTOR shall, prior to its performance of this Agreement, furnish the following two (2) bonds approved by the City Attorney: One in the amount of one hundred percent (100%) of the contract price to guarantee the CONTRACTOR's faithful performance of the work, and one in the amount of one hundred percent of the contract price to guarantee payment of all claims for labor and materials furnished. In addition, CONTRACTOR shall submit to CITY a bond in the amount of one hundred percent(100%) of the final contract price, including all change orders,to warrant such performance for a period of one (1) year after CITY's acceptance thereof within ten(10) days of filing of the Notice of Completion. 9. WARRANTIES CONTRACTOR unconditionally guarantees all work done under this Agreement including, but not limited to, any workmanship, installation, fabrication, material or structural facilities constructed. CONTRACTOR, within ten (10) days after notice by CITY of any defect in the work, shall have the option to make appropriate repairs or replace agree/forms/city const/4-03 6 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 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 *— p Dollars ($ SOO, Qp ) per day for each and every working 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 agree/forms/city consb4-03 7 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. 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 agree/forms/city const/4-03 8 delays by other contractors or subcontractors, will be allowed and an extension of time for completion shall be the sole remedy of CONTRACTOR. 12. DIFFERING SITE CONDITIONS A. Notice: CONTRACTOR shall promptly, and before such conditions are disturbed,notify DPW in writing of: (1) Subsurface or latent physical conditions at the job site differing materially from those indicated in this Agreement or the Contract Documents; or (2) 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 character to be performed under this Agreement. DPW shall promptly investigate the conditions and if it finds that such conditions do materially so differ and cause an increase or decrease in the time required for performance of any part of the work under this Agreement, whether or not changed as a result of such conditions, an equitable adjustment shall be made and the agreement modified in writing accordingly. B. Time Extension: No claim of CONTRACTOR under this Section shall be allowed unless CONTRACTOR has given the notice required hereunder provided, however, the time prescribed therefor may be extended by CITY. agree/forms/city const/4-03 9 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, ten percent (10%) will be deducted and retained by CITY and the remainder of the progress estimate, less the amount of all previous payments since commencement of the work,will be paid to CONTRACTOR. When CONTRACTOR has, in the judgment of DPW, faithfully executed fifty percent (50%) or more of the value of the work as determined from the bid schedule, and if DPW finds that satisfactory progress has been and is being made, CONTRACTOR may be paid such sum as will bring the payments of each month up to one hundred percent(100%) of agree/forms/city const/4-03 10 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. 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 a acceptance of any part of the work. 15. WITHHELD CONTRACT FUNDS, SUBSTITUTION OF SECURITIES At the request and at the sole cost and expense of CONTRACTOR, who shall retain beneficial ownership and receive interest, if any thereon, CITY shall permit the substitution and deposit therewith of securities equivalent to the amount of any monies withheld by CITY to ensure performance under the terms of this Agreement. 16. AFFIDAVITS OF SATISFACTION OF CLAIMS After the completion of the work contemplated by this Agreement, CONTRACTOR shall file with DPW its affidavit stating that all workers and persons employed, all firms supplying materials and all subcontractors working upon the PROJECT have been paid in full and that there are no claims outstanding against the PROJECT for either labor or material, except certain items, if any, to be set forth in CONTRACTOR's affidavit covering disputed claims, or items in connection with Notices to Withhold, which have been filed under the provisions of the statutes of the State of California. agree/forms/city const/4-03 11 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. 18. INDEMNIFICATION, DEFENSE, HOLD HARMLESS CONTRACTOR hereby agrees to protect, defend, indemnify and hold harmless CITY, its officers, elected or appointed officials, employees, agents, and volunteers from and against any and all, claims, damages, losses, expenses,judgments, demands defense costs, and consequential damage or liability of any kind or nature, however caused, including those resulting from death or injury to CONTRACTOR's employees and damage to CONTRACTOR's property, 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. 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. 19. 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 agree/forms/city const/4-03 12 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. 20. 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 as Additional Insureds, and shall specifically provide that any other insurance agree/forms/city const/4-03 13 coverage which may be applicable to the PROJECT shall be deemed excess coverage and that CONTRACTOR's insurance shall be primary. Under no circumstances shall said above-mentioned insurance contain a self-insured retention, or a"deductible"or any other similar form of limitation on the required coverage. 21. CERTIFICATES OF INSURANCE; ADDITIONAL INSURED ENDORSEMENTS Prior to commencing performance of the work hereunder, CONTRACTOR shall furnish to CITY certificates of insurance subject to approval of the City Attorney evidencing the foregoing insurance coverages as required by this Agreement; the certificates shall: 1. provide the name and policy number of each carrier and policy; 2. state that the policy is currently in force; and 3. promise to provide that such policies will not be canceled or modified without thirty(30) days' prior written notice of CITY. CONTRACTOR shall maintain the foregoing insurance coverages in force until the work under this Agreement is fully completed and accepted by CITY. The requirement for carrying the foregoing insurance coverages shall not derogate from the CONTRACTOR's defense, hold harmless and indemnification obligations as set forth under this Agreement. CITY or its representative shall at all times have the right to demand the original or a copy of all the policies of insurance. CONTRACTOR shall pay, in a prompt and timely manner,the premiums on all insurance hereinabove required. CONTRACTOR shall provide a separate copy of the additional insured endorsement to each of CONTRACTOR's insurance policies, naming CITY, its officers, agree/forms/city consb4-03 14 elected and appointed officials, employees, agents and volunteers as Additional Insureds, to the City Attorney for approval prior to any payment hereunder. 22. NOTICE OF THIRD PARTY CLAIM Pursuant to Public Contracts Code §9202, CITY shall provide notice to CONTRACTOR of receipt of any claim filed with CITY or a court of competent jurisdiction which arises out of performance of this agreement within ten(10) days of receipt of such claim or claims. 23. 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 23 and any damages shall be assessed as set forth in Section 23. agree/forms/city const/4-03 15 24. 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 plus seven and one-half percent(7 %2 %) for overhead and profit less all such payments already made. Such payment by CITY shall be CONTRACTOR's sole and exclusive remedy for termination by CITY for its convenience and CITY shall have not further obligation to CONTRACTOR. 25. 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. 26. NONASSIGNABILITY CONTRACTOR shall not sell, assign, transfer, convey or encumber this Agreement, or any part hereof, or any right or duty created herein, without the prior written consent of CITY and the surety. 27. 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. agree/forms/city const/4-03 16 28. STOP NOTICES; RECOVERY OF ADMINISTRATIVE COSTS CITY shall be entitled to all reasonable administrative costs and necessary disbursements arising out of the processing of Stop Notices, Notices to Withhold, or any similar legal document. This obligation shall be provided for in the labor and materials payment bond required of CONTRACTOR. CITY may charge an administrative fee of One Hundred Dollars ($100) for every Stop Notice filed in excess of two (2), regardless of whether or not CITY is named in an action to enforce such stop notices. CITY may set off any unreimbursed cost or expense so incurred against any sum or sums owed by CITY to CONTRACTOR under this Agreement. 29. 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 parry via personal delivery, reputable overnight carrier or U. S. certified mail-return receipt requested: TO CITY: TO CONTRACTOR: City of Huntington Beach ta�ln�] MCI. ATTN: 2000 Main Street Huntington Beach, CA 92648 QN 4f.�7 C^ agree/forms/city const/4-03 17 30. 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. 31. 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. 32. 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. 33. 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 parry agree/forms/city const/4-03 18 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. 34. INTERPRETATION OF THIS AGREEMENT The language of all parts of this Agreement shall in all cases be construed as a whole, according to its fair meaning, and not strictly for or against any of the parties. If any provision of this Agreement is held by an arbitrator or court of competent jurisdiction to be unenforceable, void, illegal or invalid, such holding shall not invalidate or affect the remaining covenants and provisions of this Agreement. No covenant or provision shall be deemed dependent upon any other unless so expressly provided here. As used in this Agreement, the masculine or neuter gender and singular or plural number shall be deemed to include the other whenever the 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. 35. GOVERNING LAW This Agreement shall be governed and construed in accordance with the laws of the State of California. 36. 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, agree/forms/city const/4-03 19 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. 37. 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. 38. SURVIVAL Terms and conditions of this Agreement, which by their sense and context survive the expiration or termination of this Agreement shall so survive. 39. MODIFICATION No waiver or modification of any language in this Agreement shall be valid unless in writing and duly executed by both parties. 40. 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 parry or anyone acting on that party's behalf, which are not embodied in this Agreement, and that that parry 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 agree/forms/city const/4-03 20 of this Agreement, and supersede all prior understandings and agreements whether oral or in writing between the parties respecting the subject matter hereof. IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by and through their authorized offices the day,month and year first above written. CONTRACTOR CITY OF HUNTINGTON BEACH, a _ municipal corporation of the State of California S14rIC0N / Gl fd c yrE S , Svc . A+ . .i a%.. . ayor By: .�/E >� /, ►/,���� `�� ATTEST: rint nA e ITS: (circle one)Chairman residen ice President AND ffty Clerk&&� .10fi By: APPROVED AS -o c)6 H'bi.u-i A/((. .S,... oepu7—t print name ITS: (circle one Secret hief Financial Officer/Asst. (ity ttomey NV� �7 Secretary-Treasurer INITIATED ND APPROVED: REVIEWED AND APPROVED: '� Director of Nblic Works Cit§Administrator agree/forms/city const/4-03 21 IMF S E C T I O N C PROPOSAL for the 06-07 SEWER REHABILITATION PROJECT CASH CONTRACT No. 1252 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 230 working days, including material delivery, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY's notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY's option, be considered null and void. Accompanying this proposal of bid, find_X3i.D 13o.,0 in the amount of$ �o9o�,c3io 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", as the case may be). Bidder shall signify receipt of all Addenda here, if any: Addenda No. Date Reeeived Bidder's.9i nutu e z o � -z City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-1735, Fax (714) 374-1573 ADDENDUM NUMBER ONE For 06-07 SEWER REHABILITATION PROJECT, CC-1252 November 23, 2006 Notice To All Bidders: Please note the following clarification to the Project Plans, Specifications, and Technical Provisions: Sewer Reaches 1-503-1-510, and their associated quantities in bid schedule, portrayed in Sheet 8 of the Project Location Maps will be deleted from the Contract Documents and Specifications for the 06-07 Sewer Rehabilitation Project. The bid schedule and Sheet 8 shall be replaced by the following attached documents: 1) REVISED BID SCHEDULE IN SECTION C FOR THE 06-07 SEWER REHABILITATION PROJECT 2) REVISED SHEET 8 OF THE PROJECT LOCATION MAP Bidders shall submit SECTION C with the revised bid schedule. This is to acknowledge receipt and review of Addendum Number One, dated November 23, 2006. Company Name By Date All bidders must acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Douglas Erdman at(714)374-1735. City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-1735, Fax (714) 374-1573 ADDENDUM NUMBER TWO For 06-07 SEWER REHABILITATION PROJECT, CC-1252 December 8, 2006 Notice To All Bidders: Please note the following clarification to the Project Plans, Specifications, and Technical Provisions: ADDENDA ITEM #1 Sewer Reaches L122 is duplicated on Sheet 4 at the intersection of Mokihana Dr. and Zamora Ln. The L122 on Zamora Ln will be reassigned as L129 with a length of 255.0' and 3 laterals. Sheet 5 does not show reach L208 in the location map and will be revised to illustrate the missing sewer. The Revised Project Bid Schedule- Addenda 1, Sheet 4 and Sheet 5 shall be replaced by the following attached documents for the Contract Documents and Specifications for the 06-07 Sewer Rehabilitation Project: 1) REVISED BID SCHEDULE—ADDENDA 2 2) REVISED SHEET 4 OF THE PROJECT LOCATION MAP 3) REVISED SHEET 5 OF THE PROJECT LOCATION MAP Bidders shall submit SECTION C with the most current revised bid schedule. ADDENDA ITEM#2 Equivalent Materials in Section B, Instruction to Bidders, Item number 12 will be amended to read the following: The Contractor shall select one of the following seamless,jointless, tight fitting liner systems listed below for the rehabilitation of the existing sewer lines. NO other rehabilitation systems or methods will be accepted. Trade Name GREENBOOK Section Process Insituform, National Liner 500-1.4 Type A* Cured-in-Place Liner(CIPP Liner) InLiner 500-1.4 Type B* Cured-in-Place Liner(CIPP Liner) NuPipe or EX Pipe 500-1.10 Type A* Folded and Re-formed PVC Pipe Liner AM-LINER II 500-1.10 Type B* Folded and Re-formed PVC Pipe Liner *Shall comply with Standard Specifications for Public Works Construction (GREENBOOK), current edition, except as modified herein This is to acknowledge receipt and review of Addendum Number Two, dated December 8, 2006. Company Name By /2 Date All bidders must acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Douglas Erdman at(714) 374-1735. 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 and the portion of the work to be done by such subcontractor. Portion Name and Address of Subcontractor State License Class of Work Number ot4�� By submission of this proposal, the Bidder certifies: 1. That they are 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 State of California SS. County of Orange o3 �{o���•�.ZSwo2 i h` , being first duly sworn, deposes and says that he or she is S h G/ 4-T,9R of ram,c N.►.o ooja-f i,,c• the party making the foregoing bid that tfie 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. S o„i Tky-A.va<o r;s-s pvc Name of Bidder Signature of Bidde Address of Bidder Subscribed and sworn to before me this day of'7� e ��:n�e�20t P.SCAMON Commission#1422181 Notary Public-CaOonyp Orange County re'71mv Comm.Expku Jul 2.2007 NOTARY PUBLI NOTARY SEAL 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 06-07 SEWER REHABILITATION PROJECT; CC-1252, (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 perfonmed 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. ��f'.✓�o.✓ �t�/�i�o /0 4/.cr.� /yc. Contractor ��Ax� BY Title Date: /- -g 06 C-5 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? ❑ Yes No If the answer is yes, explain the circumstances in the space provided. 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. S f;ivfUi✓ �%��f�i+-o�o q a-r I�vG Contractor By S �= Title Date: /a C-7 _ UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-422-4133 a minimum of two working days before scheduled excavation. Dig Alert Identification Number: Contractor By Title Date: Note: This form is required for every Dig Alert Identification Number issued by U.S.A. during the course of the Work. Additional forms may be obtained.from the AGENCY upon request. C-8 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Bidder Name Business Address 7 / Z97 / City, State Zip 7/y ) 202 - of/s- Telephone Number- 77A/ds 5 State Contractor's License No. and Class D/ - 2s- z 000 Original Date Issued o/- 3/- 2 068 Expiration Date The work site was inspected byU1( -j&W041-H of our office on /217 - /2lY , 2006 . The following are persons, (inns, and corporations having a principal interest in this proposal: NIGH _�.9L'�i Ci9•,i uiy //76ti9.tvRcr',Q, C-9 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. Company Name Signature of Bidder Printed or Typed Signature Subscribed and sworn to before me this day of hem, 200 . P.SCAMDN EONO"Pubbc-Ca WWAdOn#1422181 NlOrnia NOTARY PUBLI xpkm CAN AL Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past two years: ,<'Q &'' r/27 1• QR"f CoUW S,-tNI:-m 704 DrS�iG? fma��z.� ���Y. 64 .f.2,723 Name and Address of Public Agency Name and Telephone No. of Project Manager: 124,,4 /4c ashc4k Pfiy�� ��"L - 2.1f � 'el, yc�v A'Or L.,rV//VCR 11411V R446 G 6n/v Contract Amount Type of Work Date Completed �ooa /;-;11-;oKAI 5- 2. C/"r`f Of 14AtnV4/-V/✓ adev HWV77W4pll C, . V&91�3 Name and Address of Public Agency Naive and Telephone No. of Project Manager: D aIWE W9 6V7- v4 l-n (-7iAf) 315-3117 1 L.�igJC, Contract Amount Type of Work Date Completed .fie:o .S✓47V� /46OA-*/GA OA-- 3. C r a Ok !.1/4 5 T f&CL,76,X/0[C) �✓�s, r-�L,t—YwFio� . eA 1006 Name and Address of Public Agency Name and Telephone No. of Project Manager: -s% `Z nr PAr°Ls iF� /�y �2-3) o r r/�� Lr�f/�G ^ XA �/ 3� O,- Contract Amount Type of Work Date Completed C-10 The fallowing information must be returned with the bid Bidder's name: . .S A�✓GG.✓ Ttt�L�.v O�0 4��"� /.YG Bidder's address: Phone number: ( ) �oZ , O� S_ Fax number: Pipeline rehabilitation process (trade name) bid: J7ivt F�•vL�2 (Choose only one per Section B- "Instructions to Bidders" #12) Manhole rehabilitation process (trade name) bid: S/7i✓G O,✓ /o o Attach a letter to this sheet from the manufacturer stating that: 1. The installer (bidder) listed above is factory licensed and trained. 2. SDR thickness supplied (minimum thickness SDR 35) 3. Have the ability and will supply the necessary amount of material within the construction time frame. List of three certified laboratories that can perform the required ASTM testing. Laboratory number 1: Name: L71'9'" /N-c Address: Telephone number: (5'G2,) ,�3 3 Z H Contact person: 4- Laboratory number 2: Name: O c 7- A6S Address: �.A a.o 7 3 b'�3 ,t'.. L�'r9 9l� ,err. ,�7.�.�N�--,'.Y, 9'z Telephone number: - 3 003 Contact person: 1�izych' Laboratory,number 3: Name: Address: /5 70 b %,p-X/,4c o si 7 I-3RR1?n4 vv.-i cam. 07z 3 Telephone number: 531 ' 7 Contact person: Mg/7 es S IAI Ar/mac�x C-11 REVISED PROJECT BID SCHEDULE - ADDENDA 2 :.te :::.st ii......: Its:v� ..... .ri e::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: e.. .... :::N6.:1:uAktit: vrijt�ten i�i: br is: [Ji it Price:::::::Amount ....... Y. ............................................................. ................. ................. 1 1 Mobilization/Demobilization lump sum @ Ten Thousand Dollars $ 10,000.00 $ 10,000.00 Zero Cents Per lump sum 2 1 Traffic Control lump sum @ Seven Thousand Eight Hundred Dollars $ 7,800.00 $ 7,800.00 Zero Cents Per lump sum 3 35735 Clean and inspect 8" sewer main l.f. @ One Dollars $ 1.00 $ 35,735.00 Zero Cents Per l.f 4 1459 Clean and inspect 10"sewer main l.f. @ One Dollars $ 1.00 $ 1,459.00 Zero Cents Per 11 5 35735 Install Liner and post inspect 8" sewer main 11 @ Twenty Four Dollars $ 25.50 $911,242.50 Fifty Cents Per l.f. 6 1459 Install Liner and post inspect 10"sewer main l.f. @ Twenty Six Dollars $ 26.50 $ 38,663.50 Fifty Cents Per l.f. 7 933 Re-open sewer service lateral each @ Thirty Dollars $ 30.00 $ 27,990.00 Fifty Cents Per each 8 47 Grind protruding sewer lateral each @ Fifty Dollars $ 50.00 $ 2,350.00 Zero Cents Per each 9 1389 Rehabiltation of sewer manhole v.f. @ One Hundred Forty Dollars $ 140.00 $194,460.00 Zero Cents Per v.f. 10 25 Excavate&replace damaged 8"VCP sewer main(2 locations) 11 @ One Thousand Dollars $ 1,000.00 $ 25,000.00 Zero Cents Per 11 11 10 Excavate&replace damaged 10"VCP sewer main(1 location) l.f. @ One Thousand Dollars $ 1,000.00 $ 10,000.00 Zero Cents Per l.f. C-1s REVISED PROJECT BID SCHEDULE - ADDENDA 2 Ite ::1lstiutate Itedi : :::::::::::::::::...........:::::........... ..� t itc#�d.. 1? ................................................................... ........................................................................................... ................. ................. :poi: : Qstanti v i teit lip word : t ni Prue......:Att ahi t ....... ......�....................................................................... ................. ................. Total Amount Bid in Figures: $ 1,264,700.00 Total Amount Bid in Words: One Million Two Hundred Sixty Four Thousand Seven Hundred Dollars and Zero Cents C-2s I.C.W. GROUP ®INSURANCE COMPANY OF THE WEST ❑EXPLORER INSURANCE COMPANY ❑INDEPENDENCE CASUALTY AND SURETY COMPANY BOND NO. 167 78 57 BID OR PROPOSAL BOND KNOW ALL MEN BY THESE PRESENTS: That we, Sancon Technologies, Inc., (hereinafter called the Principal), and Insurance Company of the West, a corporation organized and doing business under and by virtue of the laws of the State of California, and duly licensed for the purpose of making, guaranteeing or becoming sole surety upon bonds or undertakings required or authorized by the laws of the State of California, as Surety, are held and firmly bound unto CITY OF HUNTINGTON BEACH,CA(hereinafter called the obligee) in the just and full sum of ten percent of the total amount of the bid in Dollars ($10%) lawful money of the United States of America, for the payment of which, well and truly to be made, we hereby bind ourselves and our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH THAT WHEREAS, the above bounden Principal as aforesaid, is about to hand in and submit to the obligee a bid or proposal dated,DEC 19,2006 for 06- 07 SEWER REHABILITATION PROJECT, CASH CONTRACT NO.1252 in accordance with the plans and specifications filed in the office of the obligee and under the notice inviting proposals therefor. NOW, THEREFORE, if the bid or proposal of said principal shall be accepted, and the contract for such work be awarded to the principal thereupon by the said obligee, and said principal shall enter into a contract and bond for the completion of said work as required by law,then this obligation to be null and void, otherwise to be and remain in full force and effect. IN WITNESS WHEREOF, said principal and said Surety have caused these presents to be duly signed and sealed this 30"' day of NOVEMBER,2006 Sancon Technologies,Inc. 5881 Engineer Drive,Huntington Beach,CA 92649 Phone No: 714-891-2323 BY: s465-� �.. Insurance Company of the West 17852 E. 17's et,#1ZIstin,CA 92780 Phone No: 714-832-9900 BY: ,url Michael R Langan Attorney-in-Fact CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of Los Angeles SS. on Nov. 30, 2006 before me, Katherine L. Banks, Notary Public Date Name and We of Officer(e.g.,'Jane Doe,Notary PutlGc') � personally appeared Michael R. Langan Names)of Signer(s) ' I:personally known to me ❑ proved to me on the basis of satisfactory evidence to be the person(A} whose name(K) is/ X ...............""""""""""""""""" subscribed to the within instrument and •,w• K L. BANKS COMM.MM # 1639302 acknowledged to me that he/Affiffiff executed t ,'^�; NOTARY PUBLIC•CALIFORNIA the Same in hiS/1� authorized > LOS ANGELES COUNTY capacity and that by his/NWMM My Comm.Expires]an.31,2010 = signature(*on the instrument the person(t), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and OF,cial seal. IN aT" e Place Notary Seal Above Signature of NotaryPubE i OPTIONAL Though the information below is not required by law,it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. hDescription of Attached Document Title or Type of Document: Bid Bond ' Document Date: Number of Pages: Signer(s)Other Than Named Above: r' Capacity(ies) Claimed by Signer Signer's Name: Michael R. Langan ❑ Individual Top of thumb here ❑ Corporate Officer—Tftle(s): ❑ Partner—❑Limited ❑General r ® Attorney in Fact SS ❑ Trustee 5 ❑ Guardian or Conservator ❑ Other- Signer Is Representing: h Cerny Of the West 01997 National Notary Association•9360 De Soto Ave_,P.O.Box 2402•Chatsworth,CA 91313-2402 Prod.No.5907 Reorder:Call Toll-Free 1-800-876-6827 No. 0000982 ICW GROUP Power of Attorney Insurance Company of the West Explorer Insurance Company Independence Casualty and Surety Company KNOW ALL MEN BY THESE PRESENTS: That Insurance Company of the West,.a Corporation duly organized under the laws of the State of California, Explorer Insurance Company, a Corporation duly organized under the laws of the State of California, and Independence Casualty and Surety Company, a Corporation duly organized under the laws of the State of Texas,(collectively referred to as the"Companies"),do hereby appoint MICHAEL R.LANGAN their true and lawful Attorney(s)-in-Fact with authority to date,execute,sign,seal,and deliver on behalf of the Companies,fidelity and surety bonds,undertakings, and other similar contracts of suretyship,and any related documents. In witness whereofy the Companies have caused these presents to be executed by its duly authorized officers this Ist day of November,2005. �I�orPwyo�l `�SVRMrp� ve�' s tome INSURANCE COMPANY OF THE WEST c�°0"P0""yEo�4 mQ o°"� F EXPLORER INSURANCE COMPANY o o SEAL E y INDEPENDENCE CASUALTY AND SURETY 4 k%n 1. ~ o.'ri °�ab ° a o� COMPANY u a Jeffrey D.Sweeney,Assistant Secretary John L.Hannum,Executive Vice President State of California } ss. County of San Diego On November 1,2005,before me,Francis Fafaul,Notary Public,personally appeared John L.Hannum and Jeffrey D.Sweeney,personally known to me to be the persons whose names are subscribed to the within instrument,and acknowledged to me that they executed the same in their authorized capacities,and that by their signatures on the instrument,the entity upon behalf of which the persons acted,executed the instrument. Witness my hand and official seal. Cl ri I�q1RkjAAY M 237, Francis Fafaul,Notary Public RESOLUTIONS This Power of Attorney is granted and is signed,sealed and notarized with facsimile signatures and seals under authority of the following resolutions adopted by the respective Boards of Directors of each of the Companies: "RESOLVED: That the President, an Executive or Senior Vice President of the Company, together with the Secretary or any Assistant Secretary,are hereby authorized to execute Powers of Attorney appointing the person(s)named as Attomey(s)-in-Fact to date.execute,sign, seat,and deliver on behalf of the Company,fidelity and surety bonds,undertakings,and other similar contracts of suretyship,and any related documents. RESOLVED FURTHER: That the signatures of the officers making the appointment,and the signature of any officer certifying the validity and current status of the appointment,may be facsimile representations of those signatures;and the signature and seal of any notary,and the seal of the Company,may be facsimile representations of those signatures and seals,and such facsimile representations shall have the same force and effect as if manually affixed. The facsimile representations referred to herein may be affixed by stamping,printing,typing,or photocopying." CERTIFICATE I,the undersigned,Assistant Secretary of Insurance Company of the West,Explorer Insurance Company, and Independence Casualty and Surety Company,do hereby certify that the foregoing Power of Attorney is in full force and effect,and has not been revoked,and that the above resolutions were duly adopted by the respective Boards of Directors of the Companies,and are now in full force. IN WITNESS WHEREOF,I have set my hand this day of b Jeffrey D.Sweeney,Assistant Secretary To verify the authenticity of this Power of Attorney you may call 1-800-877-1111 and ask for the Surety Division. Please refer to the Power of Attorney Number, the above named individual(s)and details of the bond to which the power is attached. For information or filing claims,please contact Surety Claims,ICW Group, 11455 El Camino Real,San Diego,CA 92130-2045 or call(858)350-2400. s american pipe &plasticsP.O. Box 577, Binghamton, New York 13902 Phone 607 775-4340 Inc. Web Site www.ampipe.com Fax 607 775-2707 May 7, 2004 To Whom It May Concern: Sancon Technologies, Inc., of Huntington Beach, CA,is a factory licensed and trained installer of the AM-LINER Trenchless Pipeline Rehabilitation Materials manufactured by American Pipe& Plastics,Inc. The American Pipe chi Plastics' AM-LINER PVC manufacturing facility is located in Kirkwood,NY. The plant's processes/procedures and production quality control were inspected and evaluated by a seven-member team representing the Joint Cooperative Committee of the Southern California Chapter of the American Public Works Association and the Southern California District Associated General Contractors of California GREENBOOK Standard specifications for Public Works Construction. This inspection took place October 31, 1994-November 1, 1994. The seven-member inspection team was composed of the following individuals: Inspector Position Anencv Malt Shioji Chair,Pipe Rehab Task Force City of LA Eng. Div. George Parkinson Chair,New Materials Sub Com. City of San Diego,Eng. Div. Hugh Lee Task Force Member City of LA, Structural Eng. Div. Ker-Shih Hung Task Force Member City of LA Stds.Laboratory Jesus Aceves Task Force Member City of LA Contract Adm. Insp. Iraj Asqharzaded Task Force Member City of San Diego Water Dept. Dave Badgley Task Force Member Factory Rep,AM-LINER American Pipe&Plastics manufactures AM-LINER in an SDR thickness that exceeds the minimum SDR of 35. AM-LINER's standard material is manufactured in SDR 32.5 and SDR 26. American Pipe&Plastics has adequate manufacturing and storage capacity to provide the required quantity of AM-LINTER material and will supply•the amount needed within the constriction time frame. The formulation for the AM-LINER PVC material is patented and has not changed since it passed the specified GREENB€ OK chemical resistance testing. Charles Munson Technical Director f�+rGy ✓ r 1�N( y ` l� , cr t c � I� �t ",.i ( � [ ✓ I � it f .� iN i � � a ,��, .�',. ; F� �,�j��l�f✓��fht� �'�[�I rli�t nff�rY���� A�3'� �'Yi�1k`.�. rri� F"r". r�� � r ��f N' � 3; l�7" }��,��`'w�� � 441 r)j��? ray f�t,�r✓, Y a� 6af�..,� I p`,1�,��. � is�.: �llFs/>"�'� `k..a��i. j �,���F'1,k"��. J'�✓�'�ik�4�;r��S� ki�1R � �(i>�iiG pir 7YS r �4;d`'�rd N-�I ��,�I n �i0..I ���✓s .ih1 �. .., i ;. �r a!°' �.��'� �f��r��(✓iu,�F'r I � ,� rs rn'tjln'3�,��i Fr � r ie:" v�k�t r���� � �. T cii 1� �� A > �'� .�� t^alnr✓ 1 l ,%f�l}ttJr a§`�x'� ��l l .���i,(hr,. f i'�{�;. �� I.�+•t,J f v�� , ?` &�;;�' �,�� }A J �Jr I� ti �#4�1 0:. 1�f r;�"�g.�;�v'r�i'�;s',�d�(��p���.n��k. � �.�.� yu�NH� ��. d,, , 4 /k( ° : ti-'.E�J,Na. � ' G_?is F �' ,J f ��..:� ✓ 3t ✓�:alga 1 i ?a r� i �v,�if 1'F �,±� �� y � ��: I� Y ` +1r `� tt ,'1s, r � � ✓� f rt ��n�t,� a,�6{i3+��a �f� �I� � t: .,�t� r+ e�. � � a;,v a'i �' fi `.r f1 ,� .,t �,���F�j4 ';r t�i✓ ,y-d��I�N��T �� �r�1.v� V � f <frH � d+�',• 1 �➢NHS ill ',,, � 1 ,r), ".,;, i yy 4 i� �p r rt���:Y w �N�.✓,.' f � �� �"i¢' 7�fi�t `� '��,, ! ��i �����"sSSk�!,7, 1��I� 1 � 1J > r ri� ,�t n A_ yi r I ✓y� f if dF� � �°al roll, tr,/"�v I< fr�N✓� � `ii r � Ai '.� Y;: "�� � � 3��a�' '`z t�?,'IfI X�lt� �xs`� r �l�y���Icr�' . J, k r"-t r l��r'.. .1!{�jf�i #�r f.+�f � '`i � 1.: F '�v "!r a�����r � 66✓»kf 5t�c Jr<� '��f �����a . 4 �F � P >w >✓ f ` n a Of r, sue. ���sfi�' y✓'��7 i 9�fE !i- �U�✓ -`�r .�� rn°tits n tlr �fZo �t( � raf�tfi rf � �dt✓'tFl', rlbif � MED is a strong, effective PVC pipe lining system which allows for repair of broken and leaking underground sewer lines without costly and time consuming excavation. ,�`� '�- �.. �`� xRia���,„ ` �:���-'�:-k.a.���4.�i`'_� _'• � .. v...�V-��,<v -'-1 ram.. �-.`v�� =�� �: �� _ t=, \"i�.> �,��^�$n 8-,3 Once installed, AM-LINER II is continuous from manhole to P NtEo manhole, eliminating leaking joints, is manufactured from a polyvinyl root intrusion, and further damage to chloride compound specially formu- the existing host pipe by corrosive lated for pipeline rehabilitation. sewer gases and-chemicals. is resistant to all normal sewer effluents. ADVANTAGES is manufactured to SDR 32.5 and 0 trenchless technology SDR 26 to line sewer pipe from 6 inch C) fast installation to 12 inch diameter. 0 conforms to ASTM standards F-1867 seamless interior and F-1871. 0 structural resistant to gases, chemicals, and corrosion consistent high quality 0 qualified licensed installers For more information and the ®� name of a licensed installer in your area contact: american pipe & plastics, Inc. P.O. Box 577 Binghamton, N.Y. 13902 phone: 607-775-4340 fax: 607-775-2707 www.amliner.com Data Sheet h L 1_1 Sm�_ PATENTED the trenchless9 man h®le-to-manhole sewer pipeline rehabilitation system O AM-Liner It is manufactured from a polyvinyl chloride compound Specially formulated for pipeline rehabilitation. O AM-Liner 11 is resistant to all normal sewer effluents due to the superior chemical and flame resistant properties of polyvinyl chloride. O AM-Liner 11 is manufactured to SDR 32.5 and SDR 26 to line sewer pipe from 6-inch to 12-inch diameter. O AM-Liner 11 conforms to ASTM Standards F-1867 and F-1871. Coefficient of Linear Thermal Expansion*.....ASTM-D696 4.17x10"in./in./°F After installation AM-Linerfl forms Tensile Strength.............................................................ASTM-D638 3600 PSI Min. a tight molded fit against the walls Tensile Modulus............................................................ASTM-D638 155,000 PSI Min. of the existing pipeline. ...................ASTM-D638 150% Min. Tensile Elongation..............................: Flexural Strength...........................................................ASTM-D790 4100 PSI Min. Flexural Modulus...........................................................ASTM-D790 155,000 PSI Min. Specific Gravity..............................................................ASTM-D792 1.2.8 IZOD impact.....................................................................ASTM-D256 1.2 ft. lbs./in Min. Brittleness Point..............................................................ASTM-D746 32.9 OF *Tested using a compression molded sample. AM-Liner 11 is manufactured by American Pipe& Plastics,Inc. P.O. Box 577, Binghamton, NY 13902 NeMefR PH: 607-775-4340 FX:607-775-2707 Web Site:www.tier.net/ampipe E-Mail: amiiner@servtech.com 3V erm GO/STD 110 (7.90) crTY or LOA ANOILES 'AD. No. .95-�14-1a nEPARIR2Eh"7. OF: v&NFRAI. sEKYucEs 8-30--94 Rsc n $TAMIa+l�tAB RRZ"T'D .... 2-21-95 2310 BORAII PLACE .................... ................. LOA AYOSLE3, CA. Owz,, Mr. -Robert F?ori,i TO ....... ............. ............. City EnginQar .............................. .................. cc: Mr. Clark W. Robins Mr. Hugh Lee Mr. Walter Shiogi 60S Gz)) chemical Re istance Teat of At the reque2t cf the Buraau of Engineering, Fztructural rngineerirg Division, chemical resistance tests were conducted an a sa;lp?e of "A.1I" Liner System. The 616'@3t. specimens were prepared and subm:tt4d by the. manufacturer' s representative, Mr. Datve $adgley . Project T.it1e ' " Liner Sy stem Prop ect Nc . : BD001084 ,�i .zufactuY�: AM-Lir.4r % American ?ipe Q& pldstics Gng:r:nQers .Hugh Lee The samples wars t-asted for weight change and t*nsi±e s-r-en g4h after exposure to chemical solutions Jr, accordance with the Standard Specifications for Publ.ic. Works Construction 1994 Edition, section 210-2 . 3 . 3 . Pipe stiffness, pipe: deflection, impact, extrusion quality and ash content were a'-so daaterminec. Test results sheets are attached. PXPXIN X. HOVASAPIAN General Services/Sta lards �'+�� PKH: BW: KSN :M�L T+ 'r �llr cC JV�� Lab No,: S5-51.4-10 Page c mice R. t ac-P T-RLO—f rrA te' ner VSteM proi5ci Tido: °MAO .finer System F of C t,'v: 3DOQ10$4 Engigedr: Hugh Lee.! Wa4ter 5hlogi 'V'IDutdC!=:r: AM-Linter I American Pipe w PI-WICS 5ourm Dave Badgley S iF: ca: $-OFWC Section 21C=2>3.3, j8 � ,ate w`�ita 0;10� Rigid PVC hfi-Linter pipelkliny rliatedai, Cekl Cis 121 t ,�CI Four wlution per period _ --- ---•'^'-�r^�. >- �, �t/'��I wS- �i >:s 5 •i�i'"'.''��$:x.! it �s+, 4��tYC r^`I`Y 4.�.=1 ��'>1i .4:�• (-T�1�r.�,•.•/S}:. s:*%ii .� 1 '�,TI�V. 1�'�i�4s.�S/� ! Via) �• K.e i,t( '`' (' •}:1:' .v.Vv>•wl�.w>.»•'`T �- �j.�...-..r ..:�.y.1..,1.[;%:4.,!1��'• %.2 1 y ey,. +.K Y > 'A-'! f 14.>:..�..�.�.. ..� .! '�l.a ARE [ ;Y�,sC 30::t�'1,° I(4.i a,iintti•1 L,,:y. X i' AJGZ 5. it r•... "'u i'•rr .a t.. k L.: VI i. !' n x 7r i II r« tR I> ...........::...:•vim,.;. ..: •>.:.:.:.:.:.....::,,.� ,.:,....•�............;.. ... ....:�::%:ram: Is I •"nls ..0I038 I�•. .. '.I i o II v'26 i C{!.'� I n/s !VJC�4lfU t. n.v , Lr f =Q101 r�!s i nls 0,Q21 1 f I AR7l`?ORlU1R PbVrR�lLiB, J B �_ :i! y� ! 0,003 AIt 5Qluti-,5 ! ;C ; r,!s ( nl$ I - 1' it 7 rd S i nf5 v.v00 i is fn7 i n nn7 I n/� I ri/ D,rtJ7 I llv i al r i -aoo n/ I.ISCD, ��bL�if7�!'77 f -�OI�Ca i i�1S � n13 i �•_^G6�::� Ili �l��t;• , 1 -Q,V4� i iil.� ! nr� I -1�X.0�7 I i nls; no Sam, Lab NO.: 95-51-4--10 Page 3 Ch� ical �istnca Toff Liner Systsm Projact �`(o: �DG01 OE4 c� i�ocr: Hugh L9e I Waltar Shiogi „ AM-Liner) American ripe. P!3stic� �,.c�: D3v4 SadSiey Sr�i�c�trca: A S T,,A p178= n YVCi rm—Lin3( FIY•3;i(11na C31i Ci.? j}�gCt7�11C'J: htt fti: {,3 par 5ciution SOr 11= d3`/S Y "�[ky:'' v�i's!•1~?:.•Gi* aiy., ea:..�Lii.`:'�YhC.✓,...-��.. a�=j`Ii ::��::r.: I i,`�,�4 I •t• � ,I I ri.. •i� — r14' (. - >I - i•r - r _i. I n.R • 1.:...v..._.�n..: 'I �•1 1 j •r - i�. {: .l. 2 e I ;r I { .Y A^25 A.' r;GRiGI Ny�roxir+a, h !�V1Gr j 4 f j��etrgsrr, G. 7 "i CG. aT pm ; I »; it I :� psi i .. I.l. .� .�...-G. Initlai 7,3rsiia jt,erc',�, u`i i O' Page 4 Test 9•�--A�e9� Lin�� S stem TILIU: -AM" Liner System project h'a. B000108A gi rr Hugh Lee / Walter Shlogi hf=r•�h� - AM-Liner l American Pip-3 Plastics Sours-: Dave Badgley DRt-- Received: 6/30/94 +�:Hpr;oa: $^ riarr�;er Deiorrr-td and a efcrmad PVC a+pel Call Gass 121 11-C -- �ti— _,e.a...� cyY•�,.: .f?ts.a'',�% :rif�'i�.:, .;{..t'�:+:7:.[ >�a'o;.�`�:*�!.};;�;"s• .1. �..:. "�Ic'<-.-e:at3w n 'i� •'�'�tiV �-Ti-• s•.1%: •:�`:�ii� •It„y,!•u:w:�.: .blf 4r ~']� � '"Y:`. �=R�ii'i >., ,:::x ,—"e%iR:,.g::' .�.....:..:... p�:fi�. �i1,',.....�.�'3i'.-:..:..k.-,• w' k 1 1 _ !•1 r (l; `tY'r: i� .i' I _ �: .:,.^..rx•:,.,.:n�.•...:..- :ran... :..,..:.,'- ,n 32,5 SOS :jNcml1?gl Sizes in i. z•soc 8.'i 2 'Al 'ir;v�'aGc? Outside prama;sr, ir, ; 7.974 i - it min. min irrmur» WaI! 7hic�nEss, fr _ r,�--_— - }}, �r`U�, �. .:1.; .ati: lY• !}i ':t•.1.1 u 1 48 min. . 11!{IiBSS at::TJ �esfi2C.IOn, pit I '!,SST M a2472 No cracking l I P398 �. rt�nening at 40 Qo ji �IASThf -031:r4 -i No Cr a C'kin g I f Pass � Jm�&CP t=ia'Sf.9i$ilva ,� ? i - paas ; Nv Piakir'g i� Cn'IrLSICr1 C'�ua;.iC� � �. I;:,As-,m 02152 77 _, 5:. ti'1G;.� r='i r... - I v:Rk: :•Yh II PAr 17 G'rt As h. ;2.j 7ut 1jC C for 3;tr5;8 ° - NOtd 1: AV) Cantent T3$t provides a rears to v?rily Ii18 C.^.n�iSt3r'G`{ vt it11j material, it coos not in any way daIM�,ine tli� C,T�051tIQf Of i r rnai?r'3; AM-LINER" PIPE THICKNESS CALCULATIONS City of Huntington Beach 06 . 07 Sewer Rehabilitation Project, CC No. 1252 Thickness Calculations for 8-Inch AM-LINER" PVC Pipe Liner AM-Liner" Dimensions Liner Diameter (in.) in Liner Thickness (in.) 0.246 in Liner SDR 32.5 AM-Linerll Physical Properties Initial Tensile Stress (psi) 3600 psi Initial Flexural Strength (psi) 4100 psi Initial Flexural Modulus of Elasticity (psi) 145,000 psi Long-Term Modulus of Elasticity (psi) psi Existing Host Pipe Characteristics Existing pipe fully deteriorated Ovality (%) Soil Characteristics Type of Soil clay w = Soil density (pcf) pcf Es = Soil modulus (psi) �� psi Safety Factor (N) H = Max soil height over pipe (ft) � R Hw = Assumed height of water above pipe ft' . eft O PROFESS/O Co B%'2 W � O � Z m cwiL ` P OPCALIFO SANCON TECHNOLOGIES, INC. 12/12/2006 Nick DiBenedetto, P.E. AM-LINER" PIPE THICKNESS CALCULATIONS City of Huntington Beach 06 - 07 Sewer Rehabilitation Project, CC No. 1252 Thickness Calculations for 8-Inch AM-LINERII PVC Pipe Liner 1. Determine the loading on the pipe using the modified Marston Formula and the Boussinesq Formula Base Equation: Total Load (Wtot) = We + WI Dead Load (Wc) = Cd * w * Bc * Bd (Marston Formula) Cd = loading coeficient Cd = 1 - eA(-2 * ku' * H/Bd) 2 * ku' e = 2.718 H = Height of soil above pipe H = 10 ft ku' = .130 ku' = 0.13 w = soil density (psf) w = 120 pcf Bc = diameter of pipe (in) Bc = 8 in Bd = trench width (ft) Bd = 2.67 ft Cd = 2.40 Dead Load (WJ We = 510.99 Ibs/ ft. Live load (WI) = C, * P * (1 +If) C, = Live load coeficient (/ft) for Two Passing Trucks) CI P = wheel load (lb) P = A 16,000 lb If = impact factor = .766 -(.133 * H) ( 0 <=If<=.5) If = 0.00 WI = 129.6 Ibs/ ft. Therefore: Total Load (Wtot= We + WI) Wtot = 640.59 Ibs/ ft. QROFESS/O FP0ERIck�i�9C co rp" w c; 26173 C z z m 9 IVIL F CALIF SANCON TECHNOLOGIES, INC. Nick DiBenedetto, P.E. AM-LINER" PIPE THICKNESS CALCULATIONS City of Huntington Beach 06 . 07 Sewer Rehabilitation Project, CC No. 1252 Thickness Calculations for 8-Inch AM-LINERII PVC Pipe Liner 2. Determine External Pressure on Pipe Base equation: qa (psi) = Yw * Hw + (Rw * Wc)/D + WI/D Where: We = vertical soil load = (Ys * H * D) / 144 Modified equation qa (psi) = Yw * Hw * 12in./ft. + (Rw * Ys * H) /144 + WI / (D * 12in./ft.) where: Yw = Specific weight of water (lb/in A3) Yw = .0361 Win A3 Hw = Height of water above pipe (ft.) Hw = 7.00 ft Rw = Water Buoyancy Factor = 1-.33(Hw/H) Rw = 0.77 Ys = Soil Density (lb/ft"3) Ys = 120 pcf H = Height of soil above pipe (ft) H = 10 ft WI = Live load (lb/ft) WI = 129.6 lb/ft D = Pipe Diameter (in.) D = 8 in Therefore: External Pressure on the pipe (qa) qa = 10.79 P RO F ESS/co 617 rr t/ � y CIVIL OF CALIFO4 SANCON ENGINEERING II, INC. Nick DiBenedetto, P.E.] AM-LINER" PIPE THICKNESS CALCULATIONS City of Huntington Beach 06 . 07 Sewer Rehabilitation Project, CC No. 1252 Thickness Calculations for 8-Inch AM-LINERII PVC Pipe Liner 3. Thickness Required for Buckling Pressure Base Equation qa + C/N * (32*Rw*B'*Es*EI/DA3)^.5 Modify the Base Equation by adding the following substitution: 'El = Pipe Wall Stiffness Factor = El * (t"3)/12 Modified Equation: t = 0.721 * D * ((N * qa/C)^2/(EI * Rw * B' * Es))^.333 where: I = Moment of Inertia (in A4/in) = t"3/12 t = minimum liner thickness (in) D = Pipe diameter (in) D = 8 in N = Safety Factor N = 2 qa = external presure on pipe (psi) qa = 10.79 psi Ovality of Pipe (%) 2 % C = Ovality Factor = ((1 - % ovality/100)/(1 + % ovality/100))"3 C = 0.84 -El = Long term modulus of elasticty (psi) El = 58,000 psi Rw = Water Buoyance factor Rw = 0.96 B' = coefficient of elastic support = 1/(1 + 4* e^(-0.065 * H)) B' = 0.32 Es = Modulus of soil reaction (psi) Es = 1,000 psi H = Height of Soil above pipe (ft) H = 10 ft Minimum thickness required for AM-LINER" is tmin = 0.192 in. Minimum Specified Thickness for this Project is tspec = 0.225 Use Standard SDR 32.5 AM-LINER" with thickness of tstd = in. C� ti 73 Z P /3 X O� S' C�VlL SANCON TECHNOLOGIES, INC. o, P.E. AM-LINER II PIPE THICKNESS CALCULATIONS City of Huntington Beach 06 - 07 Sewer Rehabilitation Project, CC No.1252 Thickness Calculations for 10-Inch AM-LINER" PVC Pipe Liner AM-Linerll Dimensions Liner Diameter (in.) in Liner Thickness (in.) 0.308 in Liner SDR 32.5 AM-Liner" Physical Properties Initial Tensile Stress (psi) 3600 psi Initial Flexural Strength (psi) 4100 psi Initial Flexural Modulus of Elasticity (psi) 145,000 psi Long-Term Modulus of Elasticity (psi) psi Existing Host Pipe Characteristics Existing pipe fully deteriorated Ovality (%) _ _ % Soil Characteristics Type of Soil clay w = Soil density (pcf) pcf Es = Soil modulus (psi) Safety Factor (N) ��a H = Max soil height over pipe (ft) ft Hw = Assumed height of water above pi2e VBOFESS� ��Fi�FP�DERICkOO�9 =u S/ C/v SANCON TECHNOLOGIES, INC. 12/12/2006 Nick E. AM-LINER" PIPE THICKNESS CALCULATIONS City of Huntington Beach 06 - 07 Sewer Rehabilitation Project, CC No.1252 Thickness Calculations for 10-Inch AM-LINERII PVC Pipe Liner 1. Determine the loadinq on the pipe using the modified Marston Formula and the Boussinesq Formula Base Equation: Total Load (Wtot) = We + WI Dead Load (Wc) = Cd * w * Bc * Bd (Marston Formula) Cd = loading coeficient Cd = 1 - eA(-2 * ku' * H/Bd) 2 * ku' e = 2.718 H = Height of soil above pipe H = 10 ft ku' = .130 ku' = 0.13 w = soil density (psf) w = 120 PCf Bc = diameter of pipe (in) Bc = 10 in Bd = trench width (ft) Bd = 2.83 ft Cd = 2.31 Dead Load (WJ We = 654.40 Ibs/ ft. Live load (W,) = C, * P * (1 +If) C, = Live load coeficient (/ft) for Two Passing Trucks) CI P = wheel load (lb) P = 16,000 lb If = impact factor = .766 -(.133 * H) ( 0 <=if<=.5) if = 0.00 WI = 160.0 Ibs/ ft. Therefore: Total Load (Wtot = We + WI) Wtot = 814.40 Ibs/ ft. P RO F Egs�p rn �Ql���PEOERICkO/Irk r � a' SANCON TECHNOLOGIES, INC. �i ��� E. AM-LINER° PIPE THICKNESS CALCULATIONS City of Huntington Beach 06 - 07 Sewer Rehabilitation Project, CC No.1252 Thickness Calculations for 10-Inch AM-LINERII PVC Pipe Liner 2. Determine External Pressure on Pipe Base equation: qa (psi) = Yw * Hw + (Rw * Wc)/D + WI/D Where: We = vertical soil load = (Ys * H * D) / 144 Modified equation qa (psi) = Yw * Hw * 12in./ft. + (Rw * Ys * H) /144 + WI / (D * 12in./ft.) where: Yw = Specific weight of water (lb/in A3) Yw = .0361 Win A3 Hw = Height of water above pipe (ft.) Hw = 7.00 ft Rw = Water Buoyancy Factor = 1-.33(Hw/H) Rw = 0.77 Ys = Soil Density (Ib/ft^3) Ys = 120 pcf H = Height of soil above pipe (ft) H = 10 ft WI = Live load (lb/ft) WI = 160 lb/ft D = Pipe Diameter (in.) D = 10 in Therefore: External Pressure on the pipe (qa) qa =1 10.77 psi PROFESS �P�pERICI��Oti,9! U C Z �0 r � m Z) SANCON TECHNOLOGIES, INC. i er E.1 ALl AM-LINER II PIPE THICKNESS CALCULATIONS City of Huntington Beach 06 - 07 Sewer Rehabilitation Project, CC No.1252 Thickness Calculations for 10-Inch AM-LINERII PVC Pipe Liner 3. Thickness Required for Buckling Pressure Base Equation qa + C/N * (32*Rw*B'*ES*EI/DA3)^.5 Modify the Base Equatign-by adding the following substitution: El = Pipe Wall Stiffness Factor = El * (t^3)/12 Modified Equation: t = 0.721 * D * ((N * qa/C)^2/(EI * Rw * B' * Es))".333 where: I = Moment of Inertia (in A4/in) = t"3/12 t = minimum liner thickness (in) D = Pipe diameter (in) D = 10 in N = Safety Factor N = 2 qa = external presure on pipe (psi) qa = 10.77 psi Ovality of Pipe (%) 2 % C = Ovality Factor = ((1 - % ovality/100)/(1 + % ovality/100))^3 C = 0.84 El = Long term modulus of elasticty (psi) El = 58,000 psi Rw = Water Buoyance factor Rw = 0.96 B' = coefficient of elastic support = 1/(1 + 4* e^(-0.065 * H)) B' = 0.32 Es = Modulus of soil reaction (psi) Es = 1,000 psi H = Height of Soil above pipe (ft) H = 10 ft Minimum thickness required for AM-LINER' is tmin = 0.240 in. Minimum Specified Thickness for this Project is tspec = 0.280 Use Standard SDR 32.5 AM-LINER iw th thickness of tstd = 0.308 lin. PpOFESS/0 <41.;Q�,O�P�pERICk�/�9 tr Co Z Z m ° SANCON TECHNOLOGIES, INC. Ni i \ E. M & 100 EPDXY/URETHANE COATING SYSTEM ■ Designed for Sanitation Systems ■ High Build, Flexible, Non Shrinking ■ Bonds to Damp Concrete Product Description Deteriorated concrete surfaces Sancon 100 is a two coat must be cleaned by high protective coating system for pressure water to sound con- Chemical Resistance @ 7WF concrete which uses a high crete. The surface must be free Acids adhesion and moisture tolerant of oil, grease, soft concrete or epoxy base coat and a high existing coatings. 500/6 Sulfuric l build polyurethane elastomer Steel. Steel surfaces require grit 43°1a Phosphoric l top coat. The resulting system blast to near white metal. provides the adhesion of 37% Hydrochloric FC epoxy and the flexibility (SSPC SP-10) Primer must be e p y y applied to a dust free surface 50%Acetic 1 of polyurethane. prior to surface rust appearing. 150%Chromic FC Recommended Uses Application 14% Nitric FC Sancon 100 was specifically Concrete. Epoxy and polyure- Bases developed for protecting thane are applied through plural concrete and steel surfaces component equipment which 25%Sodium Hydroxide 1 exposed to the corrosive and mixes both components before 20a/, Potassium Hydroxide 1 abrasive environment of the spray gun. Both materials sanitary systems. The typical 29%Ammonium Hydroxide° are applied in one continuous application involves coating coat until the desired thickness below grade concrete in a live is reached. Recommended Salts sewer condition. thickness for the epoxy coat is 2(p/o Sodium Chloride 1 Characteristics between 1 to 2 mils. Recom- 1% Ferric Chloride 1 mended thickness for the The Sancon 100 system is polyurethane is between 60 and a fast drying and fast curing 125 mils depending on the Hydrocarbons protective lining which develops particular service requirements Soaps and Detergents high bond strengths to both dry and the surface profile. petroleum Oils 1 and damp concrete. It contains no solvents to evaporate, Application of the polyurethane Vegetable Oils 1 therefore, no drying shrinkage must take place prior to the occurs. epoxy becoming tack free. Solvents Not Recommended Where the coating application Sancon 100 polyurethane cannot be completed in one Weathering Discoloration,No remains flexible throughout its continuous operation, or where Physical Degradation life, yet is highly resistant to a second coat of polyurethane abrasion and impact. is needed, a 1 to 2 mil thick 1—lmmerslon FC-.Frequent Contact prime coat of epoxy must be Surface Preparation used for the adhesion of the Concrete. No surface prepara- polyurethane to the cured tion is required on clean polyurethane. concrete surfaces free from curing compounds, oils, Steel. Steel surfaces require existing coatings or other polyurethane primer in lieu foreign materials. Grit blasting of epoxy. Primer thickness is required where the coating should be 1 to 2 mils. Recom- is subject to immersion service. mended thickness on steel is between 40 to 60 mils. Newly placed concrete or gunned mortar may be coated as soon as the initial set. Sancon 100® Physical Properties Warranty The technical data contained E-OoX( P{ /Ure# 1ar1e herein is accurate to the best of Type= 'Modif Ile ci Amine Aromatic our knowledge. Sancon Engineering, Inc. warrants coat- Components -2 2 ings that are presented herein Color Purple Tart meet their formulation Application plural $pray Plural Spray standards. No other warranty is expressed or implied, including Mixing Ratio -2:1 3:1 warranties of merchantability, Pot Life,Mass 15 Minutes 0.5 Minutes fitness and coverage for a par- ticular purpose. Published Standard Thickness 2-5 Mils 60-125 Mils technical data and instructions Cure:To Tack Free 2 Hours 70°F 30 Min: 70°F are subject to change without Minimum Cure Time notice. Contact Sancon For Submersion- 4 Hours @ 70'F 4,Hours 7WF Engineering for current techni- cal data, instructions and chem- Recpat`ing Time ­2 Hours= 70PF 30 Min. .7(rF ical resistance. Application Surface Temperatures 50°F=15(r F 32°F-150O F Maximum Service Temperature 2506 F Dry 2 F;Dry 140°F Wet 140°F`Wet Typical Coverage Un New Concrete 200 s fdgal. 1200 6 Mils Combined Weight 9.6 lb tgal. 10.8 W./gal. Flash Point 400°F > 40(r F Thinning NoneF None Sher Life 1 Year 1 Year Transport index Non-Hazardous Non;Hazardotis • ENGINEERING INC. 5841 Engineer Dr. Huntington Beach, CA 92649 (714) 891-2323 (800) 726-2664 r r SANCON ENGINEERING, INC. GENERAL ENGINEERING CONTRACTOR Tel: (714)891-2323 STATE CONTRACTORS LICENSE#731797 Fax: (714)891-2524 December 18, 2006 TO: Whom It May Concern RE: Manhole Liner and Installer Certifications This is to certify that Sancon Engineering, Inc. is the manufacturer and sole installer of Sancon 100 Polyurethane. All applicators are fully trained and have successfully completed our certified applicator training course. All applicators currently employed by Sancon Engineering, Inc. have a minimum of 5 years of experience in the application of Sancon 100 polyurethane protective coating. Sincerely, SANCON ENGINEERING, INC. Chuck Parsons Vice President 5841 Engineer Drive Huntington Beach, CA 92649 f n � SANCON ENGINEERING, INC. GENERAL ENGINEERING CONTRACTOR Tel: (714)891-2323 STATE CONTRACTORS LICENSE#731797 Fax: (714)891-2524 December 18, 2006 TO: Whom It May Concern RE: 06-07 Sewer Rehabilitation Project, Cash Contract No. 1252 Manhole Liner Material Availability This is to certify that Sancon Engineering, Inc. is the manufacturer of Sancon 100 polyurethane protective coating. We do hereby certify that all necessary material for the manhole lining portion of the above referenced project can be delivered to support meeting the 230 working day completion time for this project. Sincerely SANCON NGINEERING, INC. Bob Hollingsworth Secretary 5841 Engineer Drive Huntington Beach, CA 92649 j, CITY OF HUNTINGTON BEACH `�' 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK JOAN L. FLYNN CITY CLERK February 23, 2007 Sancon Technologies, Inc. 5881 Engineer Drive Huntington Beach, CA 92649-1127 Attn: Bob Hollingsworth Re: CC-1252 —06-07 Sewer Rehabilitation 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 536-5432. Sincerely, oan L. Flynn City Clerk JF:pe Enclosures: Copy of Contract including Proposal Copies of insurance/bonds Contractor's Certificate Certificate of Compliances Bid Bond (original) g:followup\cashcont\cashcon-letter.d oc (Telephone:7 9 4536-5227) 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: Project: 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, creed, color, sex, 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, creed, color, sex, national origin, age or disability (with the exception of access for the disabled). I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Executed this day of , 20_, at , California. (Type Contractor Name) By: Name: [Type Name] - Title: [Type Title] E iF R n ey� • ORNEX 1L) 3 '2r6' CIP 1 245911.1 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: Project: The undersigned contractor on the above-referenced project ("Project") hereby certifies that all laborers, mechanics, apprentices, trainees, watchmen and guards employed by him or by any subcontractor performing work under the contract for the Project have been paid pursuant to the minimum wage and bona fide fringe benefit requirements specified for each particular classification of work, as set forth in the wage-rate determinations of the State of California, Department of Industrial Relations, and/or the United States Department of Labor. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Executed this day of , 20_, at , California. (Type Contractor Name) By: Name: [Type Name] Title: [Type Title] ,A T St-v 7E. r. , - CITY ATTORNEY -TIS �3•ab •tsip 1 247542.1 CONTRACTOR'S CERTIFICATE I, , state and certify that: (Name of Declarant) l. is the general contractor to the City of Huntington Beach ("City") on Contract No. (the "Contract") for the construction of the public work of improvement entitled: (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"): 4. Attached hereto are the lien waivers required by the Contract Documents, which lien waivers have been executed by all persons who performed work on or supplied labor, services,materials, and/or equipment for use at the Project. 5. Set forth below is a list of disputed claims or claims that are the subject of a Notice to Withhold filed pursuant to the Civil Code of the State of California (list all disputed claims; if none, write"NONE"): I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Executed at on this day of 120 (Signature of Declarant) APPROVED AS TO FORM By: Al� I 1-7/6 -11J 3 Zo OlP Name: [Type Name] Title: [Type Title] 1 245914.1 RECEIVED BY: CITY CLERK RECEIPT COPY Return DUPLICATE to City Clerk's Office (Name) after signing/dating (Date) j:,6.jM, jff CITY OF HUNTINGTON BEACH lau INTERDEPARTMENTAL COMMUNICATION TO: Sh ' Freidenrich, City Treasurer FROM: / � � �; S DATE: R 3 OU SUBJECT: Bond Acceptance 1 � I have received the bonds for l�l�� L A)0006/C"s (Company Name) Faithful Performance Bond No. Labor and Material Bond No. Monument Bond No. Maintenance Bond No. Re: Tract No. CC No. MSC No. Approved Agenda Item No. (CoLAcil Appibval Date) b(� City Clerk Vault No. , #27 g:/followup/bondletter.doc Bond No. 217 64 06 PERFORMANCE BOND KNOW ALL PERSONS BY THESE PRESENTS: WHEREAS, City of Huntington Beach(hereinafter referred to as"City')has,by written agreement dated 20_, entered into a-contractwith Sancon Technologies, Tnc_ ^'Engineer brive, Huntincfton Beach, CA 92649 (name and address of Contractor) (hereinafter referred fo as"Principal"), for performance of the work described as follows: -06-07 Sewer Rehabilitation Project Cash Contract No. 1252 (Project Title) WHEREAS, said contract,and all documents referenced therein(hereinafter collectively "ContracC), are incorporated herein by this reference made'a-part hereof as though set forth herein in full. WHEREAS, said Principal is required under the terms of the Contract to furnish a bond guaranteeing the prompt,full and faithful performance of said Contract. NOW THEREFORE, we,the undersigned, as Principal, and Insurance Company of the West 17852 E. 17th Street #111, Tustin, CA 92790 (name and address of Surety) (a duly admitted surety insurer under the laws of the State of California and hereinafter referred to as "Surety'), _ as Surety, are held and firmly bound unto City in the penal sum of One Million, Two Hundred Sixty—foLr Thrn7Ganc3 _ StwPn H77ndrg,rl Dollars and Zero Cents Dollars($ 1,264 ,700.00 ),this amount being not less than one hundred percent of the price set forth in the Contract, in lawful money of the United States,for the payment of which sum,well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH THAT if the Principal shalt 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")from any and all losses,liability and damages, claims,judgments, stop notices, fees and costs of every description, whether imposed by law or in equity,which may be incurred by the Obligees by reason of the failure or default on the part of the Principal in the performance of any or all of the terms or the obligations of the Contract, including all alterations, amendments and modifications thereto, and any warranties or guarantees required thereunder, then this obligation shall be void; otherwise, it shall be and shall remain in full force and effect. Surety stipulates and agrees, for value received, that no adjustment of the time or price in the Contract or any alteration, change, deletion, addition or other modification to the Contract, or the work to be performed thereunder, shall in any way affect, limit, restrict, impair or release the obligations of the Surety under this Bond. Surety waives notice of any adjustment of contract time or contract price,and 277591.1 PERFORMANCE BOND Pacre I of 2 Bond No. 217 64 06 any other alteration, change, deletion,addition or other modification to the Contract,or the work to be performed thereunder, and agrees to automatically adjust the penal sum of this Bond to reflect such adjustments,alterations,changes,deletions,additions or other modifications- Surety agrees to provide written confirmation of such adjustments in the penal sum to City on not less than a quarterly basis. Surety also waives the provisions of Civil Code§§2845 and 2849. The obligations of this Bond shall survive the completion of the work described in the Contract as to all obligations and liabilities of the Principal which survive completion of the work. IN WITNESS WHEREOF, each party represents and warrants that this instrument has been duly executed by Principal and Surety, on the date set forth below, that the name of each corporate party being affixed hereto is such party's proper legal name and that the individuals signing this instrument have been duly authorized pursuant to the authority of its governing body. Surety,by execution of this bond, waives any defense which Surety has or may have by reason of any failure of the Principal to execute or properly execute this bond. Dated: Jan. 26, 2007 ATTEST Sancon Technologies, Inc. (Corporate Seal) (Principal Name) By. Name: ByA HyL_" to Title: 7i A-Y ATTEST Insurance Company of the West (Corporate Seal) (Surety N e) By: Al/ Name: Mithael JB. Lan n (Signature of ttomey-in-Fact for Surety) Attorney in Fact (Attach Attorney-in-Fact Certificate) (714) 8 3 2-9 9 0 0 (Area Code&Telephone Number of Surety) APPROVED AS TO FORM: CITY 0 UNTINGTON BEACH �� By c ennifer Mc ath ity Attorney J�c�IS1�'1l01 Note. This bond must be executed in duplicate and dated,all signatures must be notarized,and evidence of the authority of any person signing as attomeyan-fact must be attached. 217591_1 - PERFORMANCE BOND Page 2 of 2 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of Los Angeles On Jan. 26, 2007 , before me, Katherine L. Banks, Notary Public Date Name and Title of Officer(e g.,"Jane Doe,Notary Purim h personally appeared Michael R. Langan rLd Name(s)of signer(s) C; CFpersonally known to me ❑ proved to me on the basis of satisfactory evidence to be the person(§9 whose name(4) is/ � ,,,,,,,,,,,,MH"RUNE�p L subscribed to the within instrument and r ,,,,,,,,,,,;,,;BANKS,,,,, M. # 1539302 -m acknowledged to me that he/�executed NOORA PUBLIC.GALIFOR%1A 0 the same in his/ham authorized Los 0GELES 813"'ry 10 p ity( j, and that by hiss ?_ ca acr asy Comm.Excires signature(19 on the instrument the rson or ............................... pe ), the entity upon behalf of which the person(o acted, executed the instrument. r {; WITNE my hand and officials I. Place Notary Seat Above Signature of Notary Public i i S 5 OPTIONAL r Though the information below is not required by taw,it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Performance Bond Document Date: Number of Pages: Signer's)Other Than Named Above: r `x Capacity(ies)Claimed by Signer Signer's Name: Michael R. Langan ❑ Individual Top of thumb here T1 ❑ Corporate Officer—Trde(s): ❑ Partner—❑Limited ❑General N Attorney in Fact ❑ Trustee ❑ Guardian or Conservator r ❑ Other. Signer Is Representing: Insurance Cant of the HTest 01997 National Notary Association-9350 De Soto Ave.,P.O.Box 2402-Chatsworth,CA 91313-2402 Prod.No.5907 Reorder.Cali Toll-Free 1-800-876-6827 No. 0000982 ICW GROUP Power of Attorney Insurance Company of the West Explorer Insurance Company Independence Casualty and Surety Company KNOW ALL MEN BY THESE PRESENTS: That Insurance Company of the West,a Corporation duly organized under the laws of the State of California, Explorer Insurance Company,a Corporation duly organized under the laws of the State of California,and Independence Casualty and Surety Company,a Corporation duly organized under the laws of the State of Texas,(collectively referred to as the"Companies"),do hereby appoint AUCHAEL R.LANGAN their true and lawful Attomey(s)-in-Fact with authority to date,execute,sign,seal,and deliver on behalf of the Companies,fidelity and surety bonds,undertakings,and other similar contracts of suretyship,and any related documents. In witness whereof the Companies have caused these presents to be executed by its duly authorized officers this 1 st day of November,2005. ��OYPANYe�,, `I�gVROA/l/C�' tIt'LTY 4A, C x o INSURANCE COMPANY OF THE WEST O o SEAL ,� EXPLORER INSURANCE COMPANY r• o ', ` � a p� INDEPENDENCE CASUALTY AND SURETY COMPANY "o+nrr' T L Jeffrey D.Sweeney,Assistant Secretary --�f/ John L.Hannum,Executive Vice President State of California }County of San Diego ss. On June 5,2006 before me,Mary Cobb,Notary Public,personally appeared John L.Hannum and Jeffrey D.Sweeney,personally known to me to be the persons whose names are subscribed to the within instrument,and acknowledged to me that they executed the same in their authorized capacities,and that by their signatures on the instrument,the entity upon behalf of which the persons acted,executed the instrument. Witness my hand and official seal. MWCM A#ftL CM" W- WOM02MIM Mary Cobb,Notary Public RESOLUTIONS This Power of Attorney is granted and is signed,sealed and notarized with facsimile signatures and seals under authority of the following resolutions adopted by the respective Boards of Directors of each of the Companies: "RESOLVED: That the President,an Executive or Senior Vice President of the Company,together with the Secretary or any Assistant Secretary,are hereby authorized to execute Powers of Attorney appointing the person(s)named as Attomey(s)-in-Fact to date,execute,sign,seal,and deliver on behalf of the Company,fidelity and surety bonds,undertakings,and other similar contracts of suretyship,and any related documents. RESOLVED FURTHER: That the signatures of the officers making the appointment,and the signature of any officer certifying the validity and current status of the appointment,may be facsimile representations of those signatures;and the signature and seal of any notary,and the seal of the Company,may be facsimile representations of those signatures and seals,and such facsimile representations shall have the same force and effect as if manually affixed. The facsimile representations referred to herein may be affixed by stamping,printing,typing,or photocopying." CERTIFICATE 1,the undersigned,Assistant Secretary of Insurance Company of the West,Explorer insurance Company,and Independence Casualty and Surety Company,do hereby certify that the foregoing Power of Attorney is in full force and effect,and has not been revoked,and that the above resolutions were duly adopted by the respective Boards of Directors of the Companies,and are now in full force ��' i� IN WITNESS WHEREOF,I have set my hand this n day of L( Jeffrey D.Sweeney,Assistant Secretary To verify the authenticity of this Power of Attomey you may call 1-800-877-1111 and ask for the Surety Division. Please refer to the Power of Attorey Number,the above named individual(s)and details of the bond to which the power is attached. For information or filing claims,please contact Surety Claims,ICW Group, 11455 El Camino Real,San Diego,CA 92130-2045 or call(858)350-2400. CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of County of I On uAbefore me, 0 D ^N' and Title of Officer(e.g.,"lane Doe,Notary blic") personally appeared ^ Name(s)of Signer(s) ❑personally known to me-OR-❑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 P SCANLON his/her/their signature(s)on the instrument the person(s), ��bdon PUbNe#1422181� or the entity upon behalf of which the person(s) acted, f owngeCounly - executed the instrument. My Comm.ExpMw Ad 2,2007 WITNESS my hand and official seal. signature of Notary Public OPTIONAL Though the information below is not required by law,it may prove valuable to persons relying on the document and could prevent s fraudulent removal and reattachment of this form to another document. Description of ;Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Dapacity(ies) Claimed by Signer(s) ki Signer's Name: Signer's Name: It El Individual ❑ Individual IM ❑ Corporate Officer ❑ Corporate Officer Title(s): Title(s): ❑ Partner—❑ Limited ❑ General ❑ Partner—❑ Limited ❑ General ❑ Attorney-in-Fact ❑ Attorney-in-Fact ❑ Trustee ❑ Trustee 10 El Guardian or Conservator '-• ❑ Guardian or Conservator i OWNS,i'-• ❑ Other: Top of thumb here ❑ Other: Top of thumb here Signer Is Representing: Signer Is Representing: A k a 0 1994 National Notary Association•8236 Remmet Ave.,P.O.Box 7184•Canoga Park,CA 91309-7184 Prod.No.5907 Reorder:Call Toll-Free 1-800-676-6827 a v Bond No.217 64 06 PAYMENT BOND (LABOR AND MATERIALS) KNOW ALL PERSONS BY THESE PRESENTS that: WHEREAS, the City of Huntington Beach (hereinafter referred to as"City")has awarded to Sancon Technologies, lnc. 5881 Engineer Drive, Huntington ELeach, CA 92649 (name and address of Contractor) (hereinafter referred to as"Principal"), a contract("Contract) for the work described as follows: 06--07 Sewer Rehabilitation Project Cash Contract No. 1252 (project title) WHEREAS, Principal is required under the terms of the Contract and the California Civil Code to secure the payment of claims of laborers, mechanics, materialmen, and other persons as provided by law. NOW THEREFORE,we, the undersigned Principal, and Insurance Company of the West 17852 E. 17th Street #111 Tustin CA 92780 (name and address of Surety) (a duly admitted surety insurer under the laws of the State of California and hereinafter referred to as"Surety"),as Surety, are held and firmly bound unto City in the penal sum of One Million Two Hundred Sixty-four Thousand Seven Hundred Dollars and Zero Cents dollars, ($ 1, 264 ,700.00 ), this amount being not less than one hundred percent(100%)of the total price set forth in the Contract, in lawful money of the United States of America, for the payment of which sum, well and truly to be made, we bind ourselves, and each of our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by-these presents. THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the Principal, his, her, or its heirs, executors, administrators, successors or assigns, or subcontractors shall fail to pay any of the persons named in Section 3181 of the California Civil Code ("Claimants") for all labor, materials or services used or reasonably required for use in performance of the work described in the Contract, or any amounts due under the Unemployment Insurance Code with respect to work or labor performed by any such Claimant, or prevailing wages due and penalties incurred pursuant to Sections 1774, 1775, 1813 or 1815 of the Labor Code, or any amounts required to be deducted, withheld and paid over to the Employment Development Department from the wages of employees of the Principal and Subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to the work or labor performed under the Contract, Surety will pay for the same, in an amount not exceeding the penal sum specified in this bond. otherwise, this obligation shall be null and void. This bond shall inure to the benefit of any of the persons named in Section 3181 of the California Civil Code so as to give a right of action to such persons or their assigns. In case any action is brought upon this bond, Surety further agrees to pay all court costs and a reasonable attorney's fee in an amount fixed by the court. Surety stipulates and agrees, for value received, that no change, extension of time, alteration, addition or modification to the terms of the Contract, or any contract document or any work to be performed thereunder, whether made after notice or not, shall in any way affect, impair or release the obligations of Surety under this bond_ Surety hereby waives notice of any such change, 177519-1 - PAYMENT BOND Page I of 2 Bond No. 217 64 06 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 Calrfomia Civil Code §§ 2845 and 2849. IN WITNESS WHEROF, each party represents and warrants that this instrument has been duty 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 goveming 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 property execute this bond. Dated Jan. 26, 2007 ATTEST Sancon Technologies, Inc. (Corporate Seal) (Principal Name) By: Name: P AbLL4 Its: SAC."-17970—Y ATTEST Insurance Company of the West (Corporate Seal) ((Suret4Naa ) By: 'l� Name: 1c ae Lang (Signature of Attomey4n-Fact for Surety) Attorney in Fact f 7 A 832-t9900 (Attach Attorney4n-Fact Certificate) (Area Code&Telephone Number of Surety) APPROVED AS TO FORM: CITY OF HUNTINGTON BEACH &-n By' Pennifer Ma Attorney { sl'r S//bb Note: This bond must be executed in dupfrcate and dated• a#signatures must be notarized,and evidence of the authority of any person signing as attomey-in-fact must be attached 7.775119.1 PAYMENT BOND Page 2 of 2 r CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California � ss. County of Iros Angeles On Jan. 2 6 IF 2 0 0 7 , before me, Katherine L. Banks, Notary Public Date Name and Idle of Officer(e.g. Jane Doe,Notary Public) personally appeared Michael R. Langan Nam(s)of Signer(s) C C3 personally known to me ❑ proved to me on the basis of satisfactory evidence to be the person(§} whose narne(4) is/ X .M subscribed to the within instrument and ANKS �......... , 1639�z , acknowledged to me that he/�executed �..�; • the same in his/ NOTARY PUBLIC•CALIFORNIA I� authorized ac LOS ANGELES COUNTY capacity, and that by his > = MY Commfi ExPres Jan.31.2010 signature(09 on the instrument the person(g), or . ....................... the entity upon behalf of which the person(s acted, executed the instrument. WI NESS y hand and official seal ' Y Place Notary Seed Above signature of Notary Public OPTIONAL Though the information below is not required by law,it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Payment Bond Document Date: Number of Pages: T Signer's)Other Than Named Above: Capacity(ies)Claimed by Signer r Signer's Name: Michael R. Langan ?� ❑ Individual Top of thumb here r ❑ Corporate Officer—Title(s): ❑ Partner—❑Limited ❑ General 0 Attorney in Fact ❑ Trustee ❑ Guardian or Conservator s ❑ Other. T Signer Is Representing: Insurance Ctnipany of the West rci�>�i;�=v�;�ci;�i;���;��c�;c<:�4�ti�'-c;�;��.z;�„��;�ci;����;�c�;�;�c;���=s>��;�c.•��c��;�;�;���;�:� 01997 National Notary Association•9350 De Soto Ave-,P.O.Box 2402•Chatsworth,CA 91313-2402 Prod.No.5907 Reorder Call Toll-Free 1-800-876-6827 + No. 0000992 ICW GROUP Power of Attorney Insurance Company of the West Explorer Insurance Company Independence Casualty and Surety Company KNOW ALL MEN BY THESE PRESENTS: That Insurance Company of the West,a Corporation duly organized under the laws of the State of California, Explorer Insurance Company,a Corporation duly organized under the laws of the State of California,and Independence Casualty and Surety Company,a Corporation duly organized under the laws of the State of Texas,(collectively referred to as the"Companies"),do hereby appoint MICHAEL R.LANGAN their true and lawful Attomey(s)-m-Fact with authority to date,execute,sign,seal,and deliver on behalf of the Companies,fidelity and surety bonds,undertakings,and other similar contracts of suretyship,and any related documents. In witness whereof the Companies have caused these presents to be executed by its duly authorized officers this 1 st day of November,2005. ,,CAVPAwra�. `�gURAry-- c3 J - '4T eW*►mur�4 a t'O 4� INSURANCE COMPANY OF THE WEST o o SEAL_ ; a K EXPLORER INSURANCE COMPANY a �` INDEPENDENCE CASUALTY AND SURETY COMPANY MUFOW >•� Jeffrey D.Sweeney,Assistant Secretary John L.Hannum,Executive Vice President State of California }County of San Diego ss. On June 5,2006 before me,Mary Cobb,Notary Public,personally appeared John L.Hannum and Jeffrey D.Sweeney,personally known to me to be the persons whose names are subscribed to the within instrument,and acknowledged to me that they executed the same in their authorized capacities,and that by their signatures on the instrument,the entity upon behalf of which the persons acted,executed the instrument. Witness my hand and official seal. WIEPTOMER2% .r Mary Cobb,Notary Public RESOLUTIONS This Power of Attorney is granted and is signed,sealed and notarized with facsimile signatures and seals under authority of the following resolutions adopted by the respective Boards of Directors of each of the Companies: "RESOLVED: That the President,an Executive or Senior Vice President of the Company,together with the Secretary or any Assistant Secretary,are hereby authorized to execute Powers of Attorney appointing the person(s)named as Attomey(s)-in-Fact to date,execute,sign,seal,and deliver on behalf of the Company,fidelity and surety bonds,undertakings,and other similar contracts of suretyship,and any related documents. RESOLVED FURTHER: That the signatures of the officers making the appointment,and the signature of any officer certifying the validity and current status of the appointment,may be facsimile representations of those signatures;and the signature and seal of any notary,and the seal of the Company,may be facsimile representations of those signatures and seals,and such facsimile representations shall have the same force and effect as if manually affixed. The facsimile representations referred to herein may be affixed by stamping,printing,typing,or photocopying_" CERTIFICATE I,the undersigned,Assistant Secretary of Insurance Company of the West,Explorer Insurance Company,and Independence Casualty and Surety Company,do hereby certify that the foregoing Power of Attorney is in full force and effect,and has not been revoked,and that the above resolutions were duly adopted by the respective Boards of Directors of the Companies,and are now in full force.``'�� ^ /� IN WITNESS WHEREOF,I have set my hand this +Tl� day of `/'A �)A 49 J-V"�� Jeffrey D.Sweeney,Assistant Secretary To verify the authenticity of this Power of Attorney you may call 1-800-877-1111 and ask for the Surety Division. Please refer to the Power of Attorney Number,the above named individual(s)and details of the bond to which the power is attached. For information or filing claims,please contact Surety Claims,ICW Group, 11455 El Camino Real,San Diego,CA 92 1 3 0-2045 or call(858)350-2400. CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of 1—Orn I County of /- On b before me\ h - D N' and Title of Officer(e.g.,"Jane Doe,Notary ublic") personally appeared � , Name(s)of Signer(s) ❑personally known to me—CAR—❑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(les), and that by his/her/their signature(s)on the instrument the person(s), R SCAI�ON Commkalo or the entity upon behalf of which the person(s) acted, i#1422181 NoforyPubac.Caftnila executed the instrument. Offlrw CounN My COMM.EN*05AA2.2007 WITNESS my hand and official seal. Signature of Notary Public OPTIONAL Though the information below is not required by law,it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document Description of Attached Document Title or Type of Document: s Document Date: Number of Pages: 0 �, Signer(s) Other Than Named Above: $ f*;apacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: ❑ Individual ❑ Individual ❑ Corporate Officer ❑ Corporate Officer Title(s): Title(s): ❑ Partner—❑ Limited ❑ General ❑ Partner—❑ Limited ❑ General ❑ Attorney-in-Fact ❑ Attorney-in-Fact ❑ Trustee ❑ Trustee 4, ❑ Guardian or Conservator - ❑ Guardian or Conservator ❑ Other: Top of thumb here ❑ Other: Top of thumb here N Signer is Representing: Signer is Representing: ©1994 National Notary Association•8236 Remmet Ave.,P.O.Box 7184•Canoga Park,CA 91309-7184 Prod.No.5907 Reorder:Call Toll-Free 1-800-876-6827 Oi/24/2007 1L 27 FAX 818 444 2616 POMS & ASSOCIATES Z 002/003 ,ACOR CERTIFICATE OF LIABILITY INSURANCE of/z z D' PRODUCER (918)449-9300 FAX (818)449-9321 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Pours & Associates COPY ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 5700 CanogaAve. #400 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, Woodland Hills, C4 91367 INSURERS AFFORDING COVERAGE NAIC# INSUR2D INSURER A: Virginia Surety/tons t Prog _ Sancon Technologies, Inc, INSURERB: Everest National Insurance Company 5981 Engineer Drive INSURERc; American International Specialt (AIG) Huntington Reach, CA 92649 INSURER C INSURER E! THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERI DID INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CEFTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLU 31ONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR,DD' TYPE OF INSURANCE POLICY NUMBER POLICYeE�FF'F�TIVE POLICY EXPIRATION LIMITS GENERAL LIABILITY 1CC50113203 10/01/Z006 10/01/2007 EACH OCCURRENCE S 11000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE T:)RENTED $ SLOOP PSEm1SES,Ea ocarence) CLAIMS MADE OCCUR MED EXP(:ny one person) 6 5,000 A PERSONAL&ADV INJURY $ 11000,000 GENERAL/IGGREGATE S Z,QOO,OOO GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCT;;-COMPIOP ACC S 1,000,000 POLICY PRO LOC - 1. JECT AUTOMOBILE LIABILITY ICA50113303 10/01/2006 10/01/2007 COMBINED SINGLE LIMIT X ANY AUTO (Ee ecciden I $ • ._ 1 OOo.,Poo ALL OWNED AUTOS SCHEDULED AUTOS MF D A TO F BODILY INJ JRYA (perP��+X HIRED hllTD917BODILY IN.fIJRY X NON-OWNED AUTOS MC RATH, A 1to y (Per=66811.) s PROPERTY DAMAGE $ (Porpcelder.) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT S ANY AUTO - OTHER THHN EA ACC S AUTO ONLY; AGG S EXCESS/UMBRELLA LIABILITY 71C2000038061 10/01/ZO06 10/01/2007 EACH OCCI•IRRENCE __ S 4,000,000 X OCCUR n CLAIMS MADE AGGREGATE $ 4.000.000 DEDUCTIBLE S RETENTION S $ WORKERS COMPENSATION AND ICW50113103 10/01/2006 10/01/2007 X I we STATU- OTH- EMPLOYER6'LIABILITY TORY.IM1TS ER _ �1A A ANY PROPRIETORIPARTNERIEXECUTIVE - E.L.EACH F•CGIOENT 5 1,000 POP OFFICERIMEMBER EXCLUDED? E.L.DI3EA'5_-EA EMPLOYEE S 1,000,000 oebauncler SPIl'yEZI PROVISIONS below E.L.DISEAS E-POLICY LIMIT S 1.,000 O00 onWractor's Pollution CLAIMS MADE POLICY C Liability CPL1176136 10/01/2006 10/01/2007 S1,00(:,000 Per Occ/Aggregate DESCRIPTION OF OPERATIONS I L ,VCT§I VEHIFLES 1 EXCLI�S,IONS ADDED BY ENDORSEMENT 16PECIAL PROVISIONS a: 06-07 Sewer Re a t is agreed that the City of Huntington Beach, its agents, officers and employees; The Redevelopment gency of the City of Huntington Beach is named as Additional Insured per the attached endorsement, FCA.IE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE OESCRIMED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE,THEfiEOF,THE ISSUING INSU tER WILL*XA)VeW16 MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT City of Huntington Beach �X�C1rH[XX: 2000 Main Street d61( *)1)0000WA*NXN.I NKXVAK ?416MXXXXXXXX: Huntington Beach, CA 92648 AUTHORIZED RE RE,5%NTATIVF ACORD 25(2001/08) OACORD CORPORATION 1988 0-1/24/2007 12:27 FAX 818 444 2616 POMS & ASSOCIATES Z 003/003 City of Huntington Beach Certificate issued to City of Huntington Beach 01/24/2007 Poms & Associates 01/24/2007 ADDITIONAL INSURED ENDORSEMENT - GL Virginia Surety Company, Inc. - Admitted A/IX Policy No. 1CG50113203 Additional Insured - Owners, Lessees or Contractors (FORM B) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY PART SCHEDULE Name of Person or Organization: City of Huntington Beach, its agents, officers and employees; The Redevelopment Agency of the City of Huntington Beach (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section I_ I) is amended to include as an insured the person or crganization shown in the Schedule, but only with respect to liability arising out of "your work" for that insured by or for you. ISO ENDORSEMENT *CG 20 10 11 85 CITY OF HUNTINGTON BEACH 06-07 SEWER REHABILITATION, CC-1252 BID DATE: December 19, 2006 TIME: 2:00 PM ENGINEER'S ESTIMATE: $1,630,000 BID LIST ............I....................... .................. ...... ........ ...........I............................. ...........I.................... ........... ....... ... ........ ........ ........... ........ ... ........ 0: MOUNT .......... .N SIDDER'S NAME . . K: ....... . -81. A ....... ... . ......................... ........... .............. A—)-S 7-7- • 7;-k-cx1, a1 o o 3 5 6 7 8 9 10 11 12 , 13 14 151 16 17 181 19 20 21 22 23 24 25 1 file: Bid List.xls RECEIVED 2006 DEC 19 PM 1- 58 2006 DEC 19 PH 1: 59 ury ol: HNTI�G GIT Y OF U 'iTON VEACH C= "0 rn ril cn HOV39- H019'"UNPM i,iona, 10 A110 0 Al I') 10 :Z Wd 6 1330 900Z 00 1? Wd 61 330 900Z Cl 3 A 1 3AI�32U SECTION A NOTICE INVITING SEALED BIDS for the 06-07 SEWER REHABILITATION PROJECT CASH CONTRACT No. 1252 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 project and will receive such bids in the office of the City Clerk, Second Floor, 2000 Main Street, Huntington Beach, California 92648, up to the hour of 2:00 PM on Tuesday, December 19, 2006, Bids will be publicly open in the Council Chambers unless otherwise posted. Copies of the 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$25.00 nonrefundable fee if picked up, or payment of a$35.00 nonrefundable fee if mailed. 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 a 10% 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 California Government Code, Section 4590. 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. 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. 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 5th day of September 2006, by Resolution No. 2006-56. Attest: Joan Flynn CITY CLERK OF THE CITY OF HUNTINGTON BEACH m• J. AT CITY OF HUNTINGTON BEACH 2000 Main Street P . O . Box 190 Huntington Beach , CA 92648 LETTER OF TRANSMITTAL Fax (714) 374-1573 Attention: Joan L. Flynn Date: November 16, 2006 To: City Clerk's Office Project/C.C.No.: C.C. No. 1252 2000 Main Street Regarding:SEWER REHABILITATION PROJECT Huntington Beach, CA 92648 ❑ We are sending you: ❑ By Mail ❑ By Fax Mail(Number of pages including this sheet:) ® We are hand delivering: ❑ Attached ❑ Under a separate cover via the following items: ElShop drawings ElPrints ❑ Plans ElSamples ❑ Specifications ❑ Copy of letter ❑ Change Order ® Other: Notice Inviting Sealed Bids Item# Copies Pa es Description 1 1 2 Notice Inviting Sealed Bids for 2 06-07 SEWER REHABILITATION PROJECT, CC-1252 3 4 5 These are transmitted as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ® For your use ❑ Approved as noted ❑ Submit copies for distribution ® For your action ❑ Returned for corrections ❑ Return corrected prints ❑ For review/comment ❑ Other: Remarks: Please find attached the Notice Inviting Sealed Bids for advertisement on 11/23/06, 11/30/06, 12/07/06, & 12/14/06. Bid opening is scheduled for 12/19/06 @ 2:00 pm. Please contact me at 374-1735 with any questions you may have. c: file By: Dou A. Erdman,As a Ivl Engineer GACONSTRUMON CONTRACTS(CCs)\CC1252\JOBeousE\NISB TxANsmrrAL TO CLERK CC-1252.DOc PROOF OF PUBLICATION STATE OF CALIFORNIA) ) ss. COUNTY OF ORANGE ) _ SEialONA California tGoverngnant am a Citizen of the United States and a Code,section ,lal i,The NOTI�Rr1VRINGSEAIED � Contractor shalll be BBISforis05-01SM beneficial owner o, the resident of the County aforesaid; I am BEHABRITATMNPRoJEQ Surety and shell re�eive any interest thereonl; cacommallo.1252" The AGENCY h reby over the age of eighteen years, and not a mf0cmOF affirmatively ens es that party to or interested in the below entitled OMEN90 ! enterprises willbbe afs PUBLIC NOTICE IS forded full opportunity, matter. I am a principal clerk of the CITY OfGHUNTINGTON sponse to bidsIVEN that the to submit in �ndbticel HUNTINGTON BEACH INDEPENDENT Btes Seale AGENCY, in- and will not be Idis- on . r vitas sealed bids for the criminated against,'on above stated project and the basis of race, olor, a newspaper of general circulation, will receive such bids in national origin, aces the office of the City try, sex, or religion in j printed and published in the City of Clerk, Second Floor, any consideration dead Huntin ton Beach County of Oran a Z000 Main Street, Hun- ins to the awar of! ! tinggtton Beach,California contract. 9 9 'PM an Tuesday, pare unless it is pre 92W 'up to the hour of No bid shall be cp�nsid-,I State of California and that attached Deco' -; � i December 19,2006,Bids pared on the,appkovedj Will be publicly open in Proposal forms in ikon-I Notice is a true and complete Copy as the Council Chambers l formance with thel unless otherwise posted.,t Instructions to Bidders. was printed and published in the copies of the ' The bid most be ac Huntington Beach issue of said traci Specifications, and con- check, cashier's a certified g � tract documents are i check, cashier's deck, available from theOffice or bidder's bond Made newspaper to wit the Issue(s) of: W the Director of public payable,to the AGENCY Works, 2000 Main, for an amount not less Street, Huntington, than 10%of the amount Beach, CA 92648,-upon` bid. the successful bid- payment of a" $25.00 der shall be licens�d in nonrefundable fee if accordance with I}rovi- picked up, or payment slons of the Bun ness of a $35.00 nonrefun- and Professions- odes NOVEMBER 2 3, 3 0, 2 0 0 6 dable fee if mailed. I and shall possess a Any contract entered State Contractor's', Li-, into pursuant to this tense Class A at the DECEMBER 0 7, 1 4, 2 0 0 6 notice will incorporate time'of the bid opening.1 the provisions of the The successful.Contrac-i State Labor Code- Pur for and his subco6trac-, suant to the provisions tars will be required to! of the Labor Code of the possess busines li-i State .of California,-the tenses from the AGEN, minimum prevailing rate CY. of per diem wages for The AGENCY re rvesi each craft,classification the right to relec�anyi declare, under penalty of perjury, that or type of workman or all bids,,to waiv any; needed to execute the' Irregularity and to!take; the foregoing is true and correct. contract shall be those, meetbids under aimum determined by the Dirac- ment for a maximum for of Industrial Rela period of 60 days. 'r tions of the State of BY ORDER of the CITY i California,::which are on COUNCIL of the CIq��,�??l"",Or Executed on DECEMBER 1 4,2006 Dlirecttor he ofCePublic CALIFORNIAN Thell 5 h, Works, 2000 Main day of September t06,' at Costa Mesa, California. Street, Huntington by Resolution No. r06- Beach,CA 92648. 56. _ The AGENCY will de- Attest:Joan Flyn . duct a 10% retentio'n CITY CLERK OF'll THE from all progress pay- CITY OF HUNTINGTON I -menu. The Contractor BEACH may substitute an es- Published Huntington crow holder surety of Beach Independent's No- Signature equal value to the reten vember 23, 30,, De- tion in accordance with camber 7,14 2006 the,,provisions_of -the: - -- - -E- PROOF OF PUBLICATION STATE OF CALIFORNIA) ) ss. COUNTY OF ORANGE ) am a Citizen of the United States and a SE<tioirA a oa° �uvpr lmant' Code, Section 459 .The NOfl�BiVRp�16SEW Contractor shal, bey, resident of the County aforesaid; I am NDSfor&D-01SM beneficial owner the over the age of eighteen ears and not a surety and shall r�ceive 9 9 y I�HABsliAilON PROJKT I any interesteop reby arty to or interested in the below entitled ;casxc6NTRAQI�,�2S2 affirmatively ensures party p '`J' 1016�� that minority bu�mess HUNTMM MAC enterprises will be af- matter. I am a principal clerk of the PUBLIC NOTICE 15 forded full opportunity HUNTINGTON BEACH INDEPENDENT HEREBY OMEN that the spo semto it bthis ids iOotce CITY OF HUNTINGTON and will not bet dis- a newspaper of general circulation, BtteesCsealed bi b as ids the ,the basis again on above stated project and the basis of race, olor, printed and published in the City of national origin, a n in will receive such bids in � the office of the City try, sex, or relillogl, n in Huntington Beach, County of Orange, Clerk, Second Floor,. ng to theraawar,d�of 2000 Main Street, Hun- contract. State of California, and that attached tin °n Beach,California ed bid shall t consid- 2:00 PM on Tuesday, pare_ unless it is pre- Notice is a true and complete copy as December 19,2006,Bids pared on the approved will be publicly open in Proposal forms i c0n- s. was printed and published in the the Council Chambers formance with the unless otherwise posted. instructions bid to Bid a H untin ton Beach issue of said C°pies o f the The bid by a er ao- 9 Specifications, and con- companies by a certified newspaper to wit the Issue(s) of: available from the Otract documents are check, cashier's heck, ffice or bidder's bond made f payable to the A ENCY of the Director of Public Works, 2000 Main for an amount n less Street, Huntington l than 10%of the a, ount B ;, bid. The successful bid- each, CA 92648, upon der shall�be licen�ed in payment of a $25:001 accordance with Iprovi nonrefundable fee If lions of the Bu'iness NOVEMBER 2 3 3 0 2 0 0 6 picked up, or payment and ProfessionsCode of a $35 00.nonrefun and shall possess a DECEMBER 0 7 1 4 2 0 0 6 sable fee if mailed. Any contract entered State Contractor1 Li- into tense Class A at the into pursuant to this time of the bid opening. notice will incorporate The successful Cohtrac- the provisions of the for and his subcghtrac- State Labor Code. Pur-! tors will be required to suant to the'provisionsq possess business li- of the Labor Code of the I! tenses from the 'AGEN- State of California, the CY. 1 minimum prevailing rate I' The AGENCY relserves declare, under penalty of perjury, that of per diem wages fori' the right'to reject any each craft,classification the all bids,to waive any the foregoing is true and correct, type of workman irregularity and to take needed to execute the all bids under �dvise-, contract shall be those! ment for a ma imum determined by the Direc- period of 60 days. for of Industrial Rela- tions of the State of! BY ORDER of th CITY Executed on DECEMBER 1 4,2006 which are onl COUNCIL of the CMTY OF ,California,flip o the Office r the HUNTINGTON BEACH, at Costa Mesa California. Director of Public y CALIFORNIA, Th 5th da of Sepptember!,2006, Works; 2000 Mainl! by Resolution No!,'2006-, 'Street, Huntington 56 , Beach,CA 92648. Attest:loan Flyn The AGENCY will de-l CITY CLERK O� THE duct a 10% retention'li CITY ,OF HUNTINGTON from all progress pay-q BEACH ments. The Contractor f Published Huntington Signature may substitutes an as- Beach Independent, No- crow holder surety of "vember 23, 3q; De- equal value to the reten- camber 7 14'2006 tion-In accordance with ---- the provisions of thel SanCon Technologies, Inc. 5881 Engineer Drive, Huntington Beach CA 92649 (714) 902-0115 • Fax (714) 902-0121 .. ,,, . H U f i �v 1 s '�� ® F$U , " �, y SEALED BID SEALED B16 roe SANCON TECHNOLOGIES, INC. GENERAL ENGINEERING CONTRACTOR Tel: (714)902-0115 STATE CONTRACTORS LICENSE#774055 Fax: (714)902-0121 February 1, 2007 City of Huntington Beach P.O. Box 190 2000 Main Street Huntington Beach, CA 92648 Attn: Robert A. Martinez RE: 06-07 Sewer Rehabilitation Project, Cash Contract No. 1252 Dear Mr. Martinez: Please find enclosed a copy of the executed Contract for the above referenced Sewer Rehabilitation Project We have included a copy of the executed Performance Bond and the Labor/Material Bond for this project, based on 100%of the Contract Price. Please note that we would plan to issue the City a Maintenance Bond guaranteeing the work for a period of one year after acceptance of the work by the City. This is what has been done on previous contracts with the City. Although a copy of the Insurance Certification is included with this package for reference, the original certificate has been mailed to the City. Our business license with the City is also current. Please call with any questions. Sincerely, Bob Hollingsworth Project Manager 5882 Engineer Drive Huntington Beach, CA 92649 CITY OF HUNTINGTON BEACH MATTER ID NO. REQUEST FOR LEGAL SERVICES Jennifer McGrath, City Attorney Date:2/8/07 Request made by:Robert A.Martinez Telephone:5423 Department:Public works INSTRUCTIONS: File Request For Legal Services in the City Attorney's Office. Outline reasons for the request in the space marked"COMMENTS" and include facts necessary for City Attoffe t esnond. Please attach all pertinent documents, information, exhibits, any relevant deadlirnd contact information. FEB 0 B 1UU TYPE OF LEGAL SERVICES REQUESTED: Cityo f,_ tiUrtitinc�;;�r�s�aoh ❑ Prepare Contract/Document ❑ Approve Document ® General T%gVFIAWi 4i�e/Project /Legal Research RCA DEADLINE: IF NOT FOR CITY COUNCIL ACTION,REQUESTED DEADLINE: 2/22/07 Insufficient time to meet deadline,please note revised due date of This r r wed and approve �f� /D Date: gnature of a rtment He COMMENTS Please explain in a brief narrative what you are asking the City Attorney to do,along with a brief factual background to your request. (E.g., I am requesting that the City Attorney draft an ordinance,or advise whether certain records must be disclosed under the PRA.) Please identify all attachments to this RLS and pertinent department contact information. Please review and approve "As To Form" the attached Bonds and attached contract documents from Sancon Technologies, Inc. for the 06-07 Sewer Rehabilitation Project, Cash Contract Number 1252. Attached are the following: 1. Public Works Contract, original copy 2. Performance Bond, #217 64 06, one set 3. Payment Bond, #217 64 06, one set 4. Acord form - Certificate of Liability Insurance, xerox copy 5. Certificate of Authority & Insurance Company Profile, one copy each 6. Attachment "A" Shaded areas for City Attorney's Office use only. This RLS is being returned for the following reason(s): ❑Need Department Head signature ❑Opinion previously rendered on(date) attached ❑Insufficient data,please submit ❑Attachment(s)missing ❑Other: Assigned Attorney: Ext.: Assignment Date: Secretary: Ext.: Due Date: RLS Form J J CITY OF HUNTINGTON BEACH 2000 Main Street P . O . Box 190 Huntington Beach , CA 92648 LETTER 0 TRANSMITTAL Fax (714) 374-1573 Attention: Joan L. FI n Date: October 19, 2006 To: City Clerk's Office Project/C.C.No.: C.C.No. 1252 2000 Main Street Regarding:SEWER REHABILITATION PROJECT Huntington Beach CA 92648 ❑ We are sending you: ❑ By it ❑ By Fax Mail(Number of pages including this sheet:) ® We are hand delivering: ❑ Attache ❑ Under a separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change Ord ® Other: Notice Inviting Sealed Bids Item# Copies Pages Description 1 1 2 Notice Inviting Seale Bids for 2 06-07 SEWER RE BUITATION PROJECT, CC-1252 3 4 5 These are transmitted as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmi copies for approval ® For your use ❑ Approved as noted ❑ Submit copies for distribution ® For your action ❑ Returned for corrections ❑ Return orrected prints ❑ For review/comment ❑ Other: Remarks: Please find attached the Notice Inviting Sealed Bids fo advertisement on 10/26/06, 11/02/06 & 11/09/06. Bid opening is scheduled for 11/14/06 @ 2:00 pm. Please contact me at 374-1735 with any questions you may have. c: flle By: Douglas A. Erdman,Associate ivil Engineer GACONSTRUMON CoNTancrs(CCs)\CC1252\JOBHOUSE\NISB TRANsmrrALTO CLERK CC-1252.noc RVIA E, 2 . D 2005 NOV 14 PH 2: 01 c IT Y 0 F 11,U"N"T IN G T O'N D E A C 11 C= Mw CD lj fJ0j o,"I uunm 9s , -I IM I A ON 960Z CJ Ai 0 3 U 47-C BID DATE: TBM a ;o 0 Engineer's Estimate: $ BID LIST BLDDER'S-NAAM RA1VS. TOTAL BID IOU.NTT 2. 6. $ 7. $ 8. $ 9. $ 14. $ 11. $ 12. $ 13. $ 14. $ SECTION A NOTICE INVITING SEALED BIDS for the 06-07 SEWER REHABILITATION PROJECT CASH CONTRACT No. 1252 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 project and will receive such bids in the office of the City Clerk, Second Floor, 2000 Main Street, Huntington Beach, California 92648, up to the hour of 2:00 PM on Tuesday,November 14, 2006, Bids will be publicly open in the Council Chambers unless otherwise posted. Copies of the 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$25.00 nonrefundable fee if picked up, or payment of a$35.00 nonrefundable fee if mailed. 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 a 10%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 California Government Code, Section 4590. 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. 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. 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 5th day of September 2006,by Resolution No. 2006-56. Attest: /s/Joan Flynn CITY CLERK OF THE CITY OF HUNTINGTON BEACH SECTION A NOTICE INVITING SEALED BIDS for the 06-07 SEWER REHABILITATION PROJECT CASH CONTRACT No. 1252 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 project and will receive such bids in the office of the City Clerk, Second Floor, 2000 Main Street, Huntington Beach, California 92648, up to the hour of 2:00 PM on Tuesday,November 14, 2006, Bids will be publicly open in the Council Chambers unless otherwise posted. Copies of the 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$25.00 nonrefundable fee if picked up, or payment of a$35.00 nonrefundable fee if mailed. 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 a 10%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 California Government Code, Section 4590. 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. 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. 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 5th day of September 2006, by Resolution No. 2006-56. Attest: /s/Joan Flynn CITY CLERK OF THE CITY OF HUNTINGTON BEACH 25, Council/Agency Meeting Held: Z"0 Deferred/Continued to: 1�Approved ❑ Conditionally Approved ❑ Denied Ci ler s Sig tune Council Meeting Date: 1/16/2007 Department ID Number: PW 07-004 CITY OF HUNTINGTON BEACH REQUEST FOR CITY COUNCIL ACTION SUBMITTED TO: HONORABLE MAYOR AND CITY C UNCIL MEMBERS SUBMITTED BY: PEN�LOPE C LBRETH-GRAFT, DPIA, CITY ADMINISTRATOR PREPARED BY: ROBERT F. BEARDSLEY, PE, DIRECtOR OF PU LIC WORKS SUBJECT: Award Construction Contract for 2006/2007 Sewer Rehabilitation Project, CC-1252 Statement of Issue,Funding Source,Recommended Action,Alternative Action(s),Analysis,Environmental Status,Attachment(s) Statement of Issue: On December 19, 2006, bids were opened for the 2006/2007 Sewer Rehabilitation Project, CC-1252. Staff requests that City Council award the contract to Sancon Technologies, Inc., the lowest responsive and responsible bidder. Funding Source: Funds in the amount of $1.5 million are budgeted in the Sewer Service Charge Fund, Account Number 51189002.82600, with a partial reimbursement of $201,153 through the FY 2005/06 Cooperative Projects Program Contract No. CP-0501 from the Orange County Sanitation District. Recommended Action: Motion to: 1. Approve the project plans and specifications for the 2006/2007 Sewer Rehabilitation Project, CC-1252; 2. Accept the lowest responsive and responsible bid submitted by Sancon Technologies, Inc., in the amount of$1,264,700.00; and 3. 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. .3 REQUEST FOR CITY COUNCIL ACTION MEETING DATE: 1/16/2007 DEPARTMENT ID NUMBER: PW 07-004 Analysis: The project is the continuation of a multi-year citywide sewer rehabilitation program. The 2006/2007 program generally includes the areas north of Banning Avenue, south of Indianapolis Street, east of Beach Boulevard, and west of the Santa Ana River as indicated on the attached location map. The sewer mains and manholes will be cleaned, video taped and lined. This project will extend the sewer main and associated structures' life, reducing infiltration, and improving flows. Bids were opened publicly on December 19, 2006, and are listed in ascending order: Bidding Contractor Bid Amount 1 Sancon Technologies, Inc. $1,264,700.00 2) Insituform Technologies, Inc. $1,292,243.00 3) Repipe-California $1,390,728.30 4) Southwest Pipeline $1,960,855.00 Sancon Technologies, Inc., has performed similar jobs successfully for the City. Therefore, staff recommends award of the project to Sancon Technologies, Inc. Project costs include project management, inspection and supplemental expenses. The total estimated cost is $1.5 million. Public Works Commission Action: The Public Works Commission reviewed and approved this project on November 15, 2006, with a vote of 5-0-2. (Commissioners Scheid and Hart were absent) Environmental Status: The work will be within existing right-of-way and on existing City facilities and is categorically exempt under CEQA section 15301 and filed with the County of Orange on September 25, 2006. Attachment(s): NumberCity Clerk's Page . Description 1. Location Map -2- 12/28/2006 3:20 PM ATTACHMENT # 1 Z R NOHEIL z Rc AVE. F3 _ o V) w WARNER AVE. SLATER AVE. I 405 .0 TAL13ERT AVE. NOT TO SCALE PACIFIC ELLJS AVE. GARFIELD AVE. w YQRKTC WhI AVE. ADAMS AVE. I*K INDIII P IS m A TA A HAM LTDIT A OCEAN ANN A r INDIANAP,OLISAV inr'r, z nnf! ���LEGEND LM c:=" A TA AVE nu PROJECT AREA Fill z I= 011 t HAM LTON I AVE aq —BANNING AVE mtjwu Oyu �T UL LOCATION MAP CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBLIC WORKS RCA ROUTING SHEET INITIATING DEPARTMENT: Public works SUBJECT: Award Construction Contract for the 2006/2007 Sewer Rehabilitation Project, CC-1252 COUNCIL MEETING DATE: ,January 16, 2007 RCA ATTACHMENTS STATUS Ordinance (w/exhibits & legislative draft if applicable) Attached ❑ Not Applicable E Resolution (w/exhibits & legislative draft if applicable) Attached ❑ Not Applicable E Tract Map, Location Map and/or other Exhibits Attached E Not Applicable ❑ Contract/Agreement (w/exhibits if applicable). Attached ❑ (Signed in full by the City Attorney) Not Applicable E Subleases, Third Party Agreements, etc. Attached ❑ (Approved as to form by City Attorney) Not Applicable E Certificates of Insurance (Approved by the City Attorney) Attached ❑ Not Applicable E Fiscal Impact Statement (Unbudgeted, over $5,000) Attached ❑ Not Applicable E Bonds (If applicable) Attached ❑ Not Applicable E Staff Report (If applicable) Attachedt Applicable Commission, Board or Committee Report (If applicable) Attached ❑ Not Applicable E Findings/Conditions for Approval and/or Denial tttt achedNoAp plicable EXPLANATION FOR MISSING ATTACHMENTS REVIEWED RETURNED FORWARDED Administrative Staff ( ) ( ) Deputy City Administrator (initial) City Administrator(Initial) ( ) City Clerk ( ) EXPLANATION FOR RETURN OF ITEM: (BelowOnly) Gl> dt Sl&u�f 0� RCA Author: D. Erdman:jg i, CITY OF HUNTINGTON BEACH 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK JOAN L. FLYNN CITY CLERK February 23, 2007 Southwest Pipeline and Trenchless Corp. 539 West 140th Street Gardena, CA 90248 RE:CC-1252 — 06-07 Sewer Rehabilitation Project Enclosed please find your original bid bond for CC-1252. Joan L. Flynn City Clerk JF:pe Enclosure g:/followup/cashcont/retu rnbidbond.doc procedure#13 (Telephone:714-536-5227) n } EVED SOUTHWEST PIPELINE AND TRENCHLESS CORP. 539 WEST 140"H STREET ZO�6 DEC 19 PM I: 5 1 GARDENA,CA 90248 LICENSE#773862-A H U N T 1 3-r 0 a CITY OF HUNTINGTON BEACH CITY CLERK'S OFFICE, 2ND FLOOR 2000 MAIN STREET HUNTINGTON BEACH, CA 92648 SEALED PROPOSAL ENCLOSED — DO NOT OPEN WITH REGULAR MAIL 06-07 SEWER REHABILITATION PROJECT(CASH CONTRACT NO. 1252) , BID DATE 12/19/2006 @ 2:00 PM ' f Safew Insurance Com{mnWs PO Sox 34526 Seattle,WA 981244526 131C113O1e D KNOW ALL BY THESE PRESENTS,That we, SOUTHWEST PIPELINE AND TRENCHLESS CORP. of 539 West 140th Street,Gardena,CA 90248-1509 (hereinafter called the Principal). as Ptincip 1,and SAFECO INSURANCE COMPANY OF AMERICA (hereinafter called the Surety'),as Surety are held and firmly bound Unto CITY OF HUNTINGTON BEACH 2000 Main St.Huntington Beach CA 92648 (hereinafter called the Obligee)in the penal surnof _ Ten percent of amount bid. Dollars($ 10%of Amount Bid ) for the payment of which the Principal and the Surety bind thertaselves, their heim executors,administrators,successors and assigns, jointly and severally,,firmly bw these presents. THE CONDITION OF THIS OBLIGATION IS SUCH.,That WHEREAS. the Principal has submitted or is about to subanit a proposal to the Obligee on a contract for 06-07 Sewer Rehabilitation Project(Cash Contract No. 1252) NOW, ` 14EREFORE, If the said Contract be timely-awarded to the Principal and the .Principal shall. within such time as may be specified,enter into tae Contract in Writing,and give Find,if bond is required, with surety- acceptable to the Obligee for the faithful performance of the said Contract.then this obligation shall be void;otherwise to remain in full force and effect. Signed and scaled this 11th day of December , 2006 SOUTHWEST PIPE E LESS CORP. (Sea'•) __. ,tirtc;pal Alisha Art ur Witness Chris D. Scarratt, President Title � SAFECO INSURANCE COMPANY OF AMERICA Edward C. Spector �e Witness BY Michael R.Mayberry Attorme in-Fact SEAL 1953 c� S-Do53lSA 10f99 Safecr,and the Safem logo are registered trademarks of Safeco Corporation rRP CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ss. County of Los Angeles On December 18, 2006, before me, Alisha Arthur, Notary Public , Date Name and Title of officer(e.g.,"Jane Doe,Notary PubW) personally appeared Chris D. Scarratt Name(s)of Signers) ®personally known to me ❑ 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 AttSHAARiHUR authorized capacity(ies), and that by his/her/their : "` Commission#1526615 signature(s) on the instrument the person(s), or the Notary Pt -CCAkwr'da entity upon behalf of which the person(s) acted, Cody executed the instrument. MyCanm.Expiraa Nov t 8,20 WITNESS my hand and official seal. Place Notary Seal Above Signiure of Notary ublic OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: ❑ Individual ❑ Individual ❑ Corporate Officer—Title(s): ❑ Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑ General ❑ Partner—❑ Limited ❑ General ❑ Attome in Fact ' y Top of thumb here ❑ Attorney in Fact Top of thumb here ❑ Trustee ❑ Trustee ❑ Guardian or Conservator ❑ Guardian or Conservator ❑ Other: ❑ Other: Signer Is Representing: Signer Is Representing: 0 2004 National Notary Association-9350 De Soto Ave.,P.O.Box 2402"Chatsworth,CA 91313-2402 Item No.5907 Reorder:Call Toll-Free 1-B00-878-6827 State of California County of Los Angeles On December 11, 2006 before me, M. Gonzales, Notary Public , personally appeared Michael R. Mayberry personally known to me (or proved- to me on the basis of satisfaGWry to be the person(s) whose name(s) is/arm-subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/homer authorized capacity(-ies-), and that by his/homer signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. RNIA �3 S AN M. Gon es Rs i Safeco Insurance Company of America POWER General insurance Company of America Safeco Plaza OF ATTORNEY Seattle,WA98185 KNOW ALL BY THESE PRESENTS: No. 6843 That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation,does each hereby appoint **E.S.ALBRECHT,JR.;TRACY ASTON;TOM BRANIGAN;K D.CONRAD;ASHRAF ELMASRY;SIMONE GERHARD; JOYCE HERRIN;CLARICE LEE;MICHAEL R.MAYBERRY;C.K.NAKAMURA;MARIA PENA;WILLIAM A.SADLER, EDWARD C.SPECTOR;MARINA TAPIA;LISA THORNTON;BRENDA WONG;Los Angeles,California************ its true and lawful attorney(s)-in-fact,with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character issued in the course of its business,and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY`OF AMERICA have each executed and attested these presents this 21st day of March 2006 , Pf ,- STEPHANIE DALEY-WATSON,SECRETARY MIKE PETERS PRESIDENT SURETY CERTIFICATE Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V,Section 13.-FIDELITY AND SURETY BONDS...the President,any Vice President,the Secretary,and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations,shall each have authority to appoint individuals as aftomeys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business...On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided,however,that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28,1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V,Section 13 of the By-Laws,and A copy of the power-of-attorney appointment,executed pursuant thereto,and (iii) Certifying that said power-of-attorney appointment is in full force and effect, the signature of the certifying officer may be by facsimile,and the seal of the Company may be a facsimile thereof." 1,Stephanie Daley-Watson Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA,do hereby certify that the foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of these corporations,and of a Power of Attorney issued pursuant thereto,are true and correct,and that both the By-Laws,the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF,I have hereunto set my hand and affixed the facsimile seal of said corporation this 11th day of December 2006 SEALZ41SEAL ' x 11 1953 n sTEPHANIE DALEY-WATSON,SECRETARY Safecoft)and the Safeco logo are registered trademarks of Safeco Corporation. S-09741DS 4105 WEB PDF SECTION C PROPOSAL for the 06-07 SEWER REHABILITATION PROJECT CASH CONTRACT No. 1252 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 230 working days, including material delivery, ' 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 REVISED PROJECT BID SCHEDULE -ADDENDA 2 ttblliiXEftitki�ed �terio: it unit..rile: =:Ek>eiticlisd :: Q. :- ritin .....;.. '.'. '. nti :::wi�tteii�#i.�1+.b�`d��:�:�:�:�:�:�:�:�;���:�:�:�;':�:�;�:�;';�:�:�;�;�;�;�;�;';';�:=;�::� 1 1 Moblization/Demobilizaton lump sum @SEVfnj=_4 haLSatjA f i 1 Dollars g S 17,smfl) zlern Cents Per lump stun 2 1 Traffic Control lump sum (r�`r rth� j {�1 _.Dollars $ 22,,%-0b zero Cents Per 1.!kmp sum 3 35735 Clean and inspect 8" sewer main 11 @ Tea Dollars $ ;Z.0b $ 71,470-� zero Cents Per l.f. 4 1459 Clean and inspect 10"sewer main Lf- @ Three Dollars $_3,Ob $ 377.01 zero Cents Per 1.f 5 35735 Install Liner and post inspect 8"sewer main Lf @ Thl c_jV SeVEt1 Dollars $ 37 0b $ 6° zety Cents Per l..f. 6 1459 Install Liner and post inspect 10"sewer main I.f. @ 1h1 chi Y11ne Dollars $ �•01 $ 5li_,9d1 ZIM Cents Per l.f.. 7 933 Re-open sewer service lateral each @ One h i ndrM 111 f'1 -k1e l Dollars $ l l q.a S I ff iX7.0 Ze1V Cents Per each 8 47 Grind protruding sewer lateral each r©, W&hl 04Wd hirleW-Cl V'e Dollars $ M 5 $ 10.00 zem Cents Per each 9 1.389 Rehabilitation of sewer manhole -f @ Two hudred A rf V Dollars ZeM Cents Per v:f. 10 25 Excavate&replace damaged 8",31V,�C/P sewer main(2 locations) ff,1'1 @ SO h(,n±`C Ti-F+V Dollars $ $ Zen Cents Per It 11 10 Excavate&replace damaged 10"1+CP sewer main(1 location) I.f @ &eyen hc. tato PPP Dollars S S Z��M Cents Per I.f. C-ls REVISED PROJECT BID SCHEDULE - ADDENDA, 2 ltei�i;: striated,: with:eiiit:' ri3ce:'; :E 4#t ett tiara vKntteii ii� ir�ofds. i�i#= e': ; Y' t: :. rye rriap. Total Amount Bid in Figures: S Total Amount Bid in Words: ................----------------------------- mitku-n— -ntnehu4 aLs sty_iWs - --.--------------- -6 h-t h W—dred ' -dive &ttq -s and Zerra C-2s 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 r 10 working days after the date of the AGENCY's notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and ' this bid and the acceptance hereof may, at the AGENCY's option, be considered null and void. Accompanying this proposal of bid, find a bid bond in the amount of$ 10% of bid 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", as the case may be). r Bidder shall signify receipt of all Addenda here, if any: r _ _ Addenda No. Date Received 's ture 1 12/11/06 2 12/11/06 1 1 r r 1 r r r r r r C_2 1 - LIST OF SUBCONTRACTORS ' In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on ' said contract in an amount in excess of one-half of one percent of the total bid and the portion of the work to be done by such subcontractor. 1 Portion Name and Address of Subcontractor State License Class ' of Work Number J 8,C m nd #I C I I 1300 W• Mjgnvlicl 9W. &urbank I 7 A I i er orive, Hunfi Beach g21o44 t 1 By submission of this proposal, the Bidder certifies: 1. That they are 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 famished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. 1 C-3 NONCOLLUSION AFFIDAVIT t TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID ' State of California ss. County of Qrange- ' Los Angeles Chris D. Scarratt , being first duly sworn, deposes and says that he or she is President of Southwest Pipeline and * 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. *Trenchless Corp. Southwest Pipeline and ndhless Corp. Name of Bidder Signature of Bidder Chris D. Scarratt, President ' 539 W. 140th Street Gardena, CA 90248 Address of Bidder Subscribed and sworn to before me this 18th day of December 1200 6 ALISHA ARTHUR Commission* 1526615 ' -,�A Notary Publ�-California Los Angeles County My Comm.Expires Nov 13,2008 ' NOTARY PUBLIC Alisha Arth r NOTARY SEAL ' C-4 1 _ 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 06-07 SEWER REHABILITATION PROJECT; CC-1252, (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. ' Southwest Pipeline and Trenchless Corp. Contractor Z, By Chris D. Scarratt President ' Title ' Date: December 18, 2006 1 C-5 1 DISQUALIFICATION QUESTIONNAIRE 1 In accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty ' of perjury, the following questionnaire. rQUESTIONNAIRE 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? r ❑ Yes ® No rIf the answer is yes, explain the circumstances in the space provided. r r r 1 r r r r r r Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 COMPENSATION INSURANCE CERTIFICATE ' Pursuant to Section 1861 of the State Labor Code, each contractor to whom a public works contract has been awarded shall sign the following certificate. ' I am aware of the provisions of Section 3700 of the Labor Code, which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. ' Southwest Pipeline and(-.Trenchless Corp. Contractor By Chris Scarratt President Title ' Date: December 18, 2006 G7 1 _ UNDERGROUND SERVICE ALERT r IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) ' No excavation will be permitted until this form is completed and returned to the AGENCY. ' Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. r To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-422-4133 a minimum of two working days before scheduled excavation. ' Dig Alert Identification um Number: N/A 1 Southwest Pipeline and Trenchless Corp. Contractor i r By Chhis D. Scarratt r President ' Title 1 . Date: December 18, 2006 r r r r Note: This form is required for every Dig Alert Identification Number issued by U.S.A. ' during the course of the Work. Additional forms may be obtained from the AGENCY upon request. 1 C-8 BIDDER'S INFORMATION ' BIDDER certifies that the following information is true and correct: 1 Southwest Pipeline and Trenchless Corp ' Bidder Name 539 W. 140th Street ' Business Address Gardena, CA 90248 ' City, State Zip r ( 310 ) 329-8717 Telephone Number r773862 - Class A State Contractor's License No. and Class 01/21/2000 Original Date Issued ' 01/31/2008 Expiration Date The work site was inspected by Chris D. Scarratt of our office on 12/13 & 12/16 , 2006 . The following are persons, firms, and corporations having a principal interest in this proposal: Southwest Pipeline and Trenchlesc Corp. 1 C-9 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. tSouthwest Pipeline and 26nqiess Corp. Company Name Z'X/�zl�'�— . Signature of Bidder ' Chris D. Scarratt, President Printed or Typed Signature tSubscribed and sworn to before me this 18th day of December . 200 6 - nusw►am+ua Commission#�1526615 OMYNCOOEM CaNfomia County NOTARY PUBLIC .Expir®s Nov 13,2008 Alisha Arth r I NOTARY SEAL ' Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past two years: Please see the attached Projects List... 1. Name and Address of Public Agency ' Name and Telephone No. of Project Manager: ' Contract Amount Type of Work Date Completed ' 2 Name and Address of Public Agency tName and Telephone No. of Project Manager: ' Contract Amount Type of Work Date Completed Name and Address of Public Agency ' Name and Telephone No. of Project Manager: ' Contract Amount Type of Work Date Completed ' C-10 U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modlfled Standard Form 264 - 2006 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID AMOUNT START COMPLETE 347 6 Dana Point Service Area Priority 3 Sewer Lining Repairs South Coast Water District Joseph McDivitt P.O.#8760 1/12/2006 $169,045.00 0312006 042006 Rehab.appx.1556 If of 6"and 623 If of 8"w/CIPP method 31592 West Street,Laguna Beach,CA 92651 949/499-0555 348 3&6 City of Portland-CIPP Consolidation Project Michels!Gelco Services for the City of PoNand,OR Chris Hesselgrave Project#7727 2232005 $248,650.00 062006 062006 22 Top o Hats 20 Portland/2 Beaverton 1705-A Salem Industrial Drive NE,Salem,OR 97303 503/364-1199 349 6 City of Portland-Hollywood Sewer Relief and Reconstruction Project Michels/Gelco Services for the City of Portland,OR Chris Hesselgrave Bid No.104718 12/132005 $109,545.00 Not Rehab.appx.2051f of 10"and 12"and 761 If of 6"w/CIPP method 1705-A Salem Industrial Drive NE,Salem,OR 97303 503/364-1199 Started 350 6 City of San Diego-1052 Anchorage Lane Baker Equipment for the City of San Diego Bob Baker 1/182006 $23,860.00 032006 032006 Rehab.appx.10 If of 1 S'w/CIPP Spot Repair 3587 Myrtle Avenue,San Diego,CA 92104 619285-0791 351 3 City of Richmond-Cypress Point/Keller Beach Sewer Main Line Rehab. J.F.Pacific Liners,Inc.for the City of Richmond,CA Lary Lopes Project#136608 1/162006 $22,157.00 022006 02/2006 8 Top Hats 70rUnion Way,Vacaville,CA 95687 707/446-8222 352 6 City of San Diego-SR#338231 Zondiros Corporation for the City of San Diego Tom Zondiros SR#338231 10/192005 $22,784.00 02/2006 02/2006 Rehab.appx.211 If of 10"w/CIPP method 2401 W.208th Street,Suite C-8,Torrance,CA 90501 3101320-2558 353 3 City of Racine,VN-Racine Street Lining Visu-Sewer Clean&Seal,Inc. Alex Rossebo #02-06(K6-002) 2/232006 $58.275.00 042006 042006 45 Top Hats W230 N4855 Becker Drive,Pewaukee,W 53072 262/695-2340 354 9 City of La Mesa-Phase 1 Sewer Improvements-Inflow/Infiltration Reduction S.C.Valley Engineering,Inc. Sam Bid No.04-14 3/12006 $152,679.00 052006 072006 P.O.BOX 2848,EI Cjaon,CA 92021 619/444-2366 355 5 City of Los Angeles-Silver Ridge Avenue Emergency Sewer Repairs John T.Malloy,Inc.for the City of Los Angeles Justin Malloy W.O.#SZC11560 12/292005 $34,689.00 032006 042006 Rehab.Appx.320 If of 8"w/HOPE method 3032 Bandini Blvd.,Los Angeles,CA 90023 323f780-9942 356 6 City of Los Angeles-Harbor Area CSRP Unit 5&Wilmington Unit 20 Mike Priich&Sons,Inc. Michael Priich W.O.#SZC11159 8/32005 $380.221.00 06/2006 092006 Rehab.A x.6 44 If of 8"w/CIPP 9316 Klingerman Street,So.El Monte,CA 91733 323283-7852 357 3 Various Locations in Utah Pipe Inspection Services Greg Larson 1/52006 $23,800.00 032006 032006 14 Top Hats 5526 West 13400 South,#326,Harriman,UT 84065 8011/716-0197 358 3 City of San Diego-Metro Wastewater Dept.-Point Loma Treatment Plant Archer Western for the City of San Diego-Metro Wastwater Dept. Mike Medford Project#203123 3/172006 $16,667.00 032006 03/2006 7 Top Hats 5550 Kiowa Drive,La Mesa,CA 91942 619/921-3577 359 6 Sewer System Rehabilitation/Storm Drain Rehabilitation-Various Locations City of San Clemente Dave Reben: Project No.24200 3172006 $400,282.00 052006 072006 Rehab.appx.3,021 If of 8"w/HDPE 910 Calle Negocio,Suite 100,San Clemente,CA 92673 949/361-6130 Project No.12805 Rehab.Appx.2,677 If of 8" 177 If of 12",304 If of 15"and 310 If of 18"w/CIPP Project No.15004 360 3 City of San Diego-Pipeline Rehab in the ROW and Easements Phase C-1 Wesco Infrastructure for the City of San Diego Ray Domingo Bid No.K06110 3/302006 $2,510,375.00 092006 1750 Top Hats 20100 S.Western Avenue,Torrance,CA 90501 310224-5000 361 3 City of Golden Valley,MN Visu-Sewer Clean&Seal for the City of Golden Valley,MN Keith Alexander 3222006 $118,560.00 052006 072006 96 Top Hats W230 N4855 Betker Drive,Pewaukee,W 53072 262/695-2340 362 3&6 Cit of San Die o-Sewer&Water Group741 El Cajon Grading&Engineering for the City of San Diego Linda Linn K061828C 4/62006 $44,295.00 Not Rehab.a x.206 If of 6"w/CIPP P.O Box 967,Lakeside,CA 92040 Started 10 Top Hats 363 3 City of Salem,OR-2006 Sewer Repairs Project Insituform Technologies,Inc.for the City of Salem,OR Jennifer Allen Bid No.056186 3/102006 $34,846.00 072006 072006 14 Top Hats 5100 E.Second St,Benicia,CA 94510 7077747-5888 364 5 1 City of Los Angeles-St.Ives Emergency Sewer Repair - Williams Pipeline Contractors for the City of Los Angeles John Williams,Sr. W.O.SZC11634 3242006 $19,896.00 042006 042006 Rehab.appx.176 If of 8"w/CIPP P.O.Box 1120,Somis,CA 93066-1120 805/386-8606 365 3&6 Ci of San Di o-Willow Street and Evergreen Zondiros Corporation for the City of San Diego Tom Zondiros 2/172006 $24,405.00 042006 042006 Rehab.a x.145 If of 6'w/CIPP 2401 W.208th Street,Suite C-8,Torrance,CA 90501 310/320.2558 2 Top Hats 366 3&5 City of Riverside-Delano Dr.Sewer Repairs from Monticello Ave.to Monroe SCity of Riverside John Bennett Bid No.6385 6f72006 $328.949.00 102006 Rehab.appx.3,6401f of 8"w/HDPE 3900 Main Street,6th Floor,Riverside,CA 92522 951/351-6140 77 Top Hats - Total Contracts:18 Average Amount:$237,199.00 TOTAL 2006 to date: 54,743,980.00 $4,743,980.00 1=sewer,2=storm drain,3=TopHats,S=HDPE lining,6=CIPP lining,7=lnsitu Point Repairs,B=Channeline,9=Misc. Further information will be supplied upon request U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 264 2005 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID AMOUNT START COMPLETE 333 3 Catalina Island,California Roto Rooter for Catalina Island,CA Chuck Be -P.O.#1313513 9/8/2005 $163,500.00 102005 1112005 100 Top Hats 9852 Crescent Center Dr.,Unit 802,Rancho Cucamonga,CA 91730 909/821-2287 334 6 Indiana Street Trunk Sewer Rehabilitation L.A.County Sanitation Districts Abdul Edouni 3101830-8050 Contract No.4159 9/82005 $299,967.50 042006 052006 Rehab of approx.3,999 If of 8"and 631 If of 12"w/CIPP method 1955 Workman Mill Road,Whittier,Ca 90601 335 6 City of Los Angeles-Carmar Place Emergency Storm Drain Wlliams Pipeline Contractors for the City of Los Angeles John Williams,Sr. W.O.SZS11345 6/302005 $21,118.00 112005 112005 Rehab.of approx.100 If of 12"w.CIPP method P.O.Box 1120,Somis,CA 93066-1120 805/38643606 336 5 City of Los Angeles-Alana Drive(3500 Block)Emergency Sewer Repairs Prkacm Company for the City of Los Angeles Debbie Berrnude2 W.O.SZC11591 9212005 $16,909.00 102005 102005 Rehab.of approx.255 8 of 8"w/HOPE method 1153 Green Street,Glendale,CA 91205 818247-5163 337 5 Sewer System Rehabilitation City of San Clemente David Rebensdorf 949/361-6130 Project No.24200 9/192005 $21,000.00 102005 112005 Rehab appx.1901f of 8"VCP wl HDPE lining 910 Calle Negocio,Suite 100,San Clemente,CA 92673 338 5 City of Los Angeles-Harbor Area Cement Renewal Program(CSRP)-Unit 1 Vasilj Inc.dba IVANKO for the City of Los Angeles Iva Vasilj W.O.SZC11163 10/122005 $139,650.00 092006 102006 Rehab.appx.259 If of 8"and1,773 If of 10"VCP w/HDPE lining 15531 Arrow Highway,Irwindale,CA 91706 339 6 City of Del Mar-2005 Water and Wastewater Improvements Project West Valley Construction for the City of Del Mar Dennis Poncato Project No.620004.06 10252005 $49,591.00 022006 022006 Rehab.appx.463 If of 6"and 400 If of 8"w/CIPP lining P.O.Box%39,San Jose,CA 95150 408/3715510 340 6 Capistrano Beach Service Area Priority 3 Sewer Lining Repairs South Coast Water District Joseph McDivitt P.O.#8751 11/102005 $101,993.00 022006 032006 Rehab.a x.58 If of 6"597 If of 8",4 If of 10",and 4 If of 21"w/CIPP metho 31592 West Street,Laguna Beach,CA 92651 949/499-4555 341 3&6 Morro Bay Top Hats&Sectional Patch Repair Insituform Technologies,Inc.for the City of Morro Bay,CA Jeff Rubio 11/182005 $14,834.00 122005 122005 3 To Hats and 2 If of Sectional Patch Repair w/CIPP method 1400 E.Orangethorpe Ave.,Fullerton,CA 92831 714278-1900 342 5 Loveland,Colorado ECO Resources,Inc. Steve Kathy 11/72005 $42,655.00 112005 122005 Rehab.appx.5501f of 8"and 340 If of 10"w/HDPE method 6050 W.54th Avenue,Arvada,CO 80002 303/307-3200 343 6 Fontana Sewer Repairs-Various Locations Insituforn Technologies,Inc.for the City of Fontana,CA Jeff Rubio 1222005 $450,000.00 052006 130 Top HatsRehab.appx.30 If w/CIPP Sectional Repairs 1400 E.Orangethorpe Ave.,Fullerton,CA 92831 714278-1900 344 5 La Cienega Blvd.and Rodeo Rd.Emergency Sewer Repair Colich&Sons,L.P.for the City of Los Angeles Michael Yepiz 11/302005 $16,537.00 122005 122005 Rehab.appx.250 If of B"w/HDPE method 647 W.140th Street,Gardena,CA 90248 323f770-2920 345 3 Comprehensive Sewer Rehab by Trenchless Means-Phases 35 Lyttie Utilities,Inc.for the Town of Poolesville,MD Coleman Lyttle Contract 05-6637-A 12/142005 $57,960.00 Not 40 Top Hats P.O.Box 24205,Richmond,VA 23224 804231-3426 Started 346 6 Arroyo Grande Lift Station#1 Upgrade MGE Underground for the City of Arroyo Grande Sean Phillips 11/142005 $12,486.00 042006 042006 Rehab appx.201f of 8"Spot Repair w.CIPP method P.O.Box 4189,Paso Robles,CA 93447 805238-3510 Total Contracts:52 Average Amount:$96,302.76 TOTAL 2005 to date: $4,955,743.28 $4,965,743.28 1=sewer,2=storm drain,3=TopHats,5=HDPE lining,6=CIPP lining,7=1nsitu Point Repairs,B=Channeline,9=Misc. Further information will be supplied upon request U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 254 2005 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID AMOUNT START COMPLETE 314 6 L.A.County Sanitation-Lomita Ext.No.2 Relief Trunk,Section 3 Sewer L.A.County Sanitation Districts Kevin Trott 310/638-1161 Bid No.02449 427/2005 $17,325.00 062005 062005 Rehab appx.35 If of 8"VCP w/CIPP lining 1955 Workman Mill Road,Whittier,Ca 90601 315 6 Chevron EI Segundo Refinery Chevron Products Company,a division of Chevron USA,Inc. Service Cont.465MB 4/8/2005 $35,400.00 102005 102005 Rehab a x.120 If of 24"sewer w/CIPP lining P.O.Box 97 El Segundo,CA 90245 Joe de Is Puente 310/615-5160 316 6 South Coast Service Area,Priority 2 Sewer Lining Repair Insitufonn Technologies,Inc.for the South Coast Water District 4292005 $130,680.00 082005 102005 Rehab appx.260 If by Point Lining Repairs w/CIPP lining 1400 E.Orangethorpe Ave.,Fullerton,CA 92831 Jennifer 707/747-5888 317 3 City of Poway-Community Road&Metals Lane Sewer Main Rehabilitation Insitufonn Technologies,Inc.for the City of Poway Bid No.05-013 5/122005 $61,565.00 072005 112005 Appx.41 Top Hats 1400 E.Orangethorpe Ave.,Fullerton,CA 92831 Jennifer 707f7475888 318 6 City of Industry-San Jose Creek-Grand Ave.and Valley Sully-Miller Contracting Co.for the City of Industry Jesse Flores 7141578-9600 3/162005 $19,750.00 062005 062005 Rehab appx.250 If of 8"VCP w/CIPP lining 1100 E.Orangethorpe Ave.,Ste.200,Anaheim,CA 92801-1144 319 6 City of Los Angeles-10942 Cardamine Place Bali Construction for the City of Los Angeles Scott Sercu 626/442-8003 5/92005 $25,750.00 072005 072005 Rehab appx.100 If of 12"CMP w/CIPP lining 9852 Joe Vargas Way,South El Monte,CA 91733 320 6 1 Ventura Boulevard Storm Drain at Vantage Avenue Tomovich&Associates for the City of Los Angeles W.O.90155 5/122005 $24,080.00 072005 072005 Rehab appx.56 If of 18"CMP w/CIPP linin 926 Durfee Ave.,El Monte, CA 91733 Luke 626/443-3627 " 321 3&6 South Haven Road Sewer Rehabilitation-Phase III Southeast Pipe Survey,Inc.for the Knoxville Utilities Board,TN 5252005 $173,000.00 062005 062005 Installation of up to 50 Top Hats and 50 Lateral Linings w/CI Plining 3523 Williams Street,Patterson,GA 31557 322 6 Avenue G Rehabilitation Gelco Services,Division of Michels Corp.for Rogue Valley Sewer Services J042 6/82005 $50,000.00 092005 102005 Rehab a x.1655 If of 4"Service Lateral Liner w/CIPP lining 817 West Main Street,Brownsville,WI 53006 Chris Hesselgrave 503/364-1199 323 1 Sunset Mesa Area Sewer Colich&Sons,L.P.for the Los Angeles County Dept.of Public Works 6232005 $22,122.00 072005 072005 CCTV of appx.22.122 If of 8"VCP 547 W.140th Street,Gardena,CA 90248 Michael Yepiz 3231770-2920 324 6 Manchester Avenue,at al.,Sanitary Sewers L.A.County Dept Public Works SMDACO0105 6282005 $92.896.00 112005 022006 Rehab appx.1,075 If of 8"w/CIPP method 900 So.Fremont Ave,Alhambra,CA 91803 626/458-3148 325 3 Nonnandie Avenue,at al.,Sanitary Sewers Re-Pipe-California for the L.A.County Dept Public Works Thomas Lyon SMDACO0103 7/192005 $96,915.00 122005 042006 71 Top Hats 5525 E.Gibraltar Street,Ontario,CA 91764 909291.4050 326 3 Pipeline Rehabilitation Project 2-04 Insituform Technologies,Inc.for Clark County Water Reclamation Dist Alan Nish Contract 547 7252005 $14,700.00 082005 082005 5 Top Hats 3111 S.Valley View Blvd.,#B-218,Las Vegas,NV 89102 702/364-2206 327 3 Commonwealth Sanitary Sewer Rehabilitation Construction AM-Liner East,Inc.for the City of Alexandria,VA Ralph McGill ITB-0577 5/172005 $109,125.00 042006 092005 95 Top Hats 1402 Shepard Drive,Suite 101,Sterling,VA 20164 703/430-4120 328 3 S.W.Flower Terrace Sanitary Sewer Rehabilitation Gelco Services,Division of Michels Corp.for City of Portland,OR Chris Hesselgrave Bid No.104179 5252005 $9.750.00 092005 102005 6 Top Hats 1705 Salem Industrial Drive NE,Salem,OR 97303 503/364-1199 329 3 Edna A.Murphy and Oak Grove Addition Sanitary Sewer Trenchless Rehab. Insiluform Technologies,Inc.for the City of St.Cloud,MN Brent Johnson Contract 2005-04A 8/152005 $132,720.00 092005 102005 70 Top Hats 1177 Birch Lane Blvd.N,White Bear Lake,MN 55110 612270-1264 330 5 EQ RPR SWRS U343 Prkacin Company for the City of Los Angeles Debbie Bennude2 W.O.E2003424 4272005 $372,472.00 112005 082006 Rehab appx.6,232 If of 8",2,1081f of 10",and 566 If of 12"w/HDPE method 1153 Green Street,Glendale,CA 91205 818247-5163 thru E2003430 331 3 Whiteside Street,at al.,Sanitary Sewers Re-Pipe-California for the L.A.County Dept Public Works Thomas Lyon SMDACO0101 9/62005 $153,640.00 022006 052006 115 Top Hats 5525 E.Gibraltar Street,Ontario,CA 91764 9092914050 332 6 1 Sewer Line Repair @ 8161 Hollywood Blvd. John T.Malloy,Inc.for the City of Los Angeles Justin Malloy W.O.#SWC00329 8/312005 $17,108.00 112005 112005 Repair with a Fiberglass/Resin CIPP UV Light Cure Sectional Repair 3032 Bandini Blvd.,Los Angeles,CA 90023 323/780-9942 1=sewer,2=storm drain,3=TopHats,S=HDPE lining,6=CIPP lining,7=lnsitu Point Repairs,8=Channeline,9--Misc. Further information will be supplied upon request U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modred Standard Form 264 2005 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID AMOUNT START COMPLETE 295 6 1 City of San Diego-Sewer Pump Station 45 BRH Garver for the City of San Diego Phil Reed 7131921-2929 1242005 $94,244.78 052005 052005 Rehab a x.668 If of 24"w/CIPP lining 7600 Santa Fe,Bldg A-1 East,Houston,TX 77091 296 6 City of Santa Barbara-Sewer Repairs at Various Locations City of Santa Barbara 8051564-5349 Project No.5307 2232005 $29,204.00 062005 062005 Various S of Re airs 310 E.Ortega,Santa Barbara,CA 93101 297 6 1 Central Contra Costa Sanitary District Gelco Services for the Central Contra Costa Sanitary District 530/406-1199 Dist.Project 5706 222005 $41,280.00 072005 082005 12 Lateral Connection Linings 1705 Salem Industrial Drive NE,Salem,OR 97303 298 6 Cal Trans-Emerald Bay 30"Storm Drain Cal Trans Chuck 7141708-5706 2222005 $21,560.00 cancelled cancelled Rehab a x.551f of 30"CMP w/CIPP lining 1090 Bristol Street,Costa Mesa,CA 92626 299 3 City of Redwood City-2004-2005 Sewer Main Replacement McNamara&Smallman Construction,Inc.for the City of Redwood City 322005 $110,400.00 062005 072005 64 Top Hats 1756 Holmes Street,Livermore,CA 94550 925/60617190 300 6 City of Simi Valley-FY 2004-05 Rahabiltation/Replacement Project Williams Pipeline Contractors for the City of Simi Valley John Williams,Sr. Spec No.SV 04-23 3WO05 $67,987.00 cancelled cancelled Rehab a x.142 H of 10"w/CIPP limn P.O.Box 1120,Somis,CA 93066-1120 805/386-8606 301 5 Goleta Sanitary District-Sewer Rehabilitation-Arboleda Rd.,Cocopah Dr. Goleta Sanitary District David Rundle 805/963-9532 Project No.2005-1 3/142005 $563,943.00 052005 082005 Rehab appx.4,596 If of 8"and 2,4221f of 6"w/HOPE method One William Moffett Place,Goleta,CA 93117 302 6 City of Los Angeles-41h Vermont Shatto Sewer Rehabilitation Charles King Company for the City of Los Angeles Steve Radaich W.O.E2000945 12222004 $189,678.00 032005 032006 Rehab a x.862 M of 18"w/CIPP lining 2841 Gardena Avenue,Signal Hill,CA 90755 562/426-2974 303 3 Des Moines,IA Visu-Sewer Clean&Seal,Inc. Alex Rossebo 3212005 $50,000.00 022006 022006 40 Top Hats W230 N4855 Betker Drive,Pewaukee,WI 53072 (262)695-2340 304 6 City of San Diego-Sewer Group 681 Ortiz Corporation for City of San Diego 2/3/2005 $70.890.00 082005 112005 Rehab sip'.. x.410 If of 15"w/CIPP lining 788 Energy Way,Chula Vista,CA 91911 305 6 Lining of 12"Culvert Storm Drain Homeowners'Association of Coral Ridge Road Wendy Harbor 310/519-7472 3/172005 $16,660.00 052005 052005 Rehab a x.1701f of 12"w/CIPP lining 2719 Coral Ridge Road,Rancho Palos Verdes,CA 90275 306 6 City of Rancho Palos Verdes-Storm Drain Repair-Sea Gate Drive City of Rancho Palos Verdes Anne Zaworski 3/172005 $157,520.00 102005 122005 Rehab a x.200 If of 24"CMP w/CIPP lining 30940 Hawthorne Blvd.,Rancho Palos Verdes,CA 90275 310/544-5272 T&M 307 6 1 Major Sewer Repairs&Rehabilitation City of San Juan Capistrano Brian Perry 9491493-1171 3172005 $416,312.00 062005 12/2005Rehab a x.2,179 If of 6",752 If of 8",and 5201f of 12"w/CIPP lining 32400 Paseo Adelanto,San Juan Capistrano,CA 92675 308 6 Caltrans-Westem and Summedand Colich&Sons,L.P.for Caltrans Michael Yepiz 3237770-2920 4152005 $19,919.00 052005 052005 Rehab a x.30 If of 18"CMP w/CIPP 547 W.140th Street,Gardena,CA 90248 309 6 L.A.County Sanitation-Arroyo Drive Trunk Sewer Rehabilitation-2005 L.A.County Sanitation Districts Tamara Nikonova 310/638-1161 Bid No.02426 3292005 $37.182.00 062005 062005 Rehab a x.363 If of 8"VCP w/CIPP lining 1955 Workman Mill Road,Whittier,Ca 90601 310 6 L.A.County Sanitation-Huntington Park Trunk Sewer Rehabilitation-2005 L.A.County Sanitation Districts Gwen Lem 310/638-1161 Bid No.02442 4202005 $24,041.00 072005 072005 Rehab a x.269 If of 12"VCP w/CIPP lining 1955 Workman Mill Road,Whittier,Ca 90601 311 6 L.A.County Sanitation-Moneta Trunk Sewer Rehabilitation-2005 L.A.County Sanitation Districts Kevin Trott 3101638-1161 Bid No.02445 4202005 $20,340.00 072005 082005 Rehab a x.267 If of 10"VCP w/CIPP lining 1955 Workman Mill Road,Whittier,Ca 90601 312 6 L.A.County Sanitation-Monterey Park Extension Trunk Sewer Rehabilitation L.A.County Sanitation Districts Gwen Lem 310/638-1161 Bid No.02444 4202005 $36,454.00 072005 072005 Rehab a x 269 If of 12"VCP w/CIPP lining 1955 Workman Mill Road,Whittier,Ca 90601 313 3 City of San Diego-Sewer Group 737 Roto Rooter for the City of San Diego Mark 619/596-0510 2172005 $20,930.00 072005 072005 14 Top Hats 180 Denny Way,El Cajon,CA 92020 1=sewer,2=storm drain,3=TopHats,5=HDPE lining,6=CIPP lining,7=lnsitu Point Repairs,8=Channeline,9=Misc. Further information will be supplied upon request U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 254 2004 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID AMOUNT START COMPLETE 287 3 Charlotte,North Carolina American Water Services 9/21/2004 $34,000.00 10/2004 10/2004 13 Top Hats and 26 Sectional Repairs 109 Applewood Drive,Longwood,FL 32750 288 6 City of Los Angeles-Emergency Sewer Repair Williams Pipeline Contractors for the City of Los Angeles John Williams,Sr. W.O.SWC00230 9/22/2004 $15,308.00 Not Rehab.appx.172 If of 8"sewer w/CIPP lining P.O.Box 1120,Somis,CA 93066-1120 805/386-8606 Started 289 5 City of Los Angeles-Emergency Sewer Repair Tomovich&Associates for the City of Los Angeles Tom Andrejich 626/443-3627 W.O.SWC00226 9/24/2004 $15,680.00 Not Rehab appx.320 If of 8"w/HDPE lining 926 Durfee Avenue,So.El Monte,CA 91733 Started 290 3&6 City of San Diego-Sewer&Water Group 726 Ortiz Corporation for City of San Diego K051410C 10/15/2004 $13,320.00 Not Rehab.appx.90 If of 12"w/CIPP lining and 2 Top Hats 788 Energy Way,Chula Vista,CA 91911 Started 291 7 South Coast Service Area Priority 1 Sewer Lining Repairs Insituform Technologies for the South Coast Water District Doug Peterson Gelco P.O.#3042 1/21/2004 $33,101.00 03/2004 04/2004 Rehab.appx.68If of Point Lining Repairs 14532 Lindin,Irvine,CA 92606 760/468-2878 292 5 L.A.County Dept.of Public Works-Emergency Repair Colich&Sons,L.P.for the L.A.County Dept.of Public Works Michael Yepiz Time&Materials 547 W.140th Street.Gardena,CA 90248 3231170-2920 IT&M) 293 5 City of Los Angeles-EQ RPR SWRS U341&U342 Mladen Grbavac for the City of Los Angeles Mladen Grbavac 6261355-1350 W.O.E2003404-11 11/3/2004 $522,030.00 Not Rehab.appx.12,950 If of 8",1,204 If of 10",and 564 If of 12"w/HDPE lining P.O.Box 660219,Arcadia,CA 91006 W.O.E2003412-23 Started 294 6 212th Street Extension Trunk Sewer Rehabilitation-2004 L.A.County Sanitation Districts Herb Cudiamont 310/638-1161 11/16/2004 $38,025.00 03/2005 05/2005 Rehab appx.805 If of 8"w/CIPP lining 1955 Workman Mill Road,Whittier,Ca 90601 Total Contracts:27 Average Amount:$180,226.00 TOTAL 2004 to date: $4,857,802.95 $4,857,802.96 1=sewer,2=storm drain,3=TopHats,5=HDPE lining,6=CIPP lining,7=lnsitu Point Repairs,8=Channeline,9=Misc. Further information will be supplied upon request U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 254 2004 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID AMOUNT START COMPLETE 268 6 City of Glendale E.C.Construction for the City of Glendale 1/27/2004 cancelled cancelled Rehab appx.75 If of 11"x 18"w/CIPP lining 2213 Chico Avenue,So.El Monte,CA 91733 269 3 City of San Diego-Sewer Group 626 Rheeline for the City of San Diego 2/2/2004 $21,000.00 02/2004 02/2004 14 Top Hats 172 1/2 E.Orangethorpe Avenue,Placentia,CA 92870 270 6 City of Los Angeles-Hollywood Area Primary Sewer Williams Pipeline Contractors for the City of Los Angeles John Williams,Sr. W.O.SZC11210 2/18/2004 $659,784.00 08/2004 03/2005 Rehab appx.1279 If of 18"and 3494 If of 21"w/CIPP liningP.O.Box 1120,Somis,CA 93066-1120 805/386-8606 271 3 Town of Pinetops-Pinetops Sewer T.A.Loving Company for the Town of Pinetops T.A.J#3272 2/16/2004 $322,500.00 04/2004 08/2004 258 Top Hats P.O.Drawer 919,Goldsboro,NC 27533-0919 272 3 Vallejo Sanitation and Flood Control District Gelco Services,Inc.for the Vallejo Sanitation and Flood Control District Gelco P.O.#3042 1/21/2004 $41,400.00 03/2004 04/2004 18 Top Hats 1705 Salem Industrial Drive NE,Salem,OR 97303 Chris 503/364-1199 273 3 Joint Outfall"C"Unti 6G(Artesia/Cerritos) PPR(a Repipe Company)for the Los Angeles County Sanitation Districts 2/2/2004 $10,895.00 06/2004 06/2004 5 Top Hats 5625 E.Gibraltar Avenue,Ontario,CA 91764 Damien DeLaura 909/291-4050 274 3 Chollas Valley Trunk Sewer Phase II BRH Garver for the City of San Diego Mick Fuller 619/265-0537 2/13/2004 $66,444.00 04/2004 08/2004 42 Top Hats 6910 Mission Gorge Road,San Diego,CA 92120 275 6 City of Los Angeles-Hollycrest Emergency Sewer Storm Drain Williams Pipeline Contractors for the City of Los Angeles John Williams,Sr. W.O.SZS11273 3/23/2004 $27,393.00 04/2004 06/2004 Rehab appx.190 If of 18"Storm Drain w/CIPP lining P.O.Box 1120,Somis,CA 93066-1120 805/386-8606 276 6 City of Los Angeles-South Boyle Area Sewer"Replacement"and Rehab. City of Los Angeles David Martin W.O.SZC11237 4/21/2004 $1,595.514.50 10/2004 7/2005 Rehab appx.3,514 If of 20"-33"VCP Sewer w/CIPP lining 200 N.Spring Street,Room 355,Los Angeles,CA 90012 2131847-8850 277 5 Sewer Bridge Seismic Improvements Phase I Timothy Fame for Las Virgenes Municipal Water District 818/251-2100 4/5/2004 $59.770.00 0812004 08/2004 Rehab appx.430 If of 14"w/HDPE lining 4232 Las Virgenes Road,Calabasas,CA 91302-1994 278 6 Water&Sewer Group 553 S.C.Valley Engineering for the City of San Diego 6191533-4464 K042105C 5/11/2004 $24,653.00 03/2005 03/2005 Rehab appx.277 If of 8"sewer w/CIPP lining P.O.Box 2848,El Cajon,CA 92021 279 6 L.A.County Sanitation-Orr and Day Trunk Sewer Rehabilitation L.A.County Sanitation Districts Tamara Nikonova 310/638-1161 5/12/2004 $291,672.00 05/2004 06/2004 Rehab appx 2,048 If of 18"and 1,330 If of 21"NRCP w/CIPP lining 1955 Workman Mill Road,Whittier,Ca 90601 280 5 L.A.County Dept.of Public Works-106th Street,et al.Sanitary Sewer L.A.County Dept Public Works SMDACO0094 6/8/2004 $269,791.00 09/2004 10/2004 Rehab appx.9.426 If of 8"w/HDPE lining 900 So.Fremont Ave,Alhambra,CA 91803 626/458-3148 281 6 L.A.County Sanitation-Dist.No.17 Main Trunk Sewer Rehabilitation-2003 L.A.County Sanitation Districts Tamara Nikonova 310/638-1161 6/10/2004 $47,960.00 09/2004 10/2004 Rehab appx.3901f of 15"w/CIPP lining 1955 Workman Mill Road,Whittier,Ca 90601 282 3&6 1 City of Lake Forest Park,Washington Buno Construction for the City of Lake Forest Park,WA Dan Buno 425/486-1280 7/1/2004 $87,565.00 10/2004 01/2005 19 Top Hats and appx. 519 If of lateral lining w/CIPP 20219 99th Avenue SE,Suite A,Snohomish,WA 98290 283 5 City of Los Angeles-Hollywood Area(CSRP)-Unit 2 Vasilj Const.,Inc.dba Ivanko for the City of Los Angeles Iva Vasilj 626/480-1442 W.O.SZC11136 7/21/2004 $42,047.20 Not Rehab appx.1,244 If of 8"w/HDPE lining 15531 Arrow Hwy.,Irwindale,CA 91706 Started 284 5 City of Los Angeles-Harbor Area CSRP-Unit 6 Williams Pipeline Contractors for the City of Los Angeles John Williams,Sr. W.O.SZC11158 7/28/2004 $479,307.25 11/2004 Rehab appx.14,677 If of 6"w/HDPE lining P.O.Box 1120.Somis,CA 93066-1120 805/386-8606 285 5 L.A.County Sanitation-La Brea Avenue Trunk Sewer Rehabilitation L.A.County Sanitation Districts Tamara Nikonova 310/638-1161 8/17/2004 $112,328.00 01/2005 Rehab appx.1,4981f of 10"w/HDPE lining 1955 Workman Mill Road,Whittier,Ca 90601 286 3 South Coast Water District-Camino Capistrano Sewer Main Repairs Sancon Technologies for the South Coast Water District 9/7/2004 $26,315.00 03/2005 19 Top Hats 5841 Engineer Drive,Huntington Beach,CA 92649 1=sewer,2=storm drain,3=TopHats,5=HDPE lining,6=CIPP lining,7=lnsitu Point Repairs,B=Channeline,9=Misc. Further information will be supplied upon request U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 264 2003 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID AMOUNT START COMPLETE 256 3 City of San Diego-Sewer Group 692 Cass Construction for the City of San Diego Bid No.K02224C 7/3/2002 $32,000.00 0112004 03/2004 20 Top Hats P.O.Box 309.El Cajon,CA 92022-0309 257 3 City of San Diego-Sewer Group 640 PPR-Repipe for the City of San Diego Bid No.K03020C 9/30/2003 $55,200.00 02/2004 03/2004 48 Top Hats 5525 E.Gibraltar Street,Ontario,CA 91764 258 5 Orange County Sanitation District Steve P.Rados,Inc.for the O.C.S.D. Job No.1-2-4 6/27/2003 $16,275.00 05/2004 05/2004 Rehab.by lining of 10"VCP 2002 E.McFadden,Suite#200,Santa Ana,CA 92735 259 5 L.A.County Sanit.-San Antonio Trunk Sewer Rehabilitation L.A.County Sanitation Districts Gwen Lem 310/638-1161 Bid No.02206 11/13/2003 $29.037.00 06/2004 0612004 Rehab appx 336 If of 12"NRCP 1955 Workman Mill Road,Whittier,Ca 90601 260 6 L.A.County Sanit.-Joint Outfall"H"Unit 5A Trunk Sewer Rehabilitation Colich&Sons,L.P.for LA County Sanitation Contract No.3998 11/6/2003 $177,404.00 Not Rehab appx.18 If of 51"RCP and 146 If of 48"RCP 547 West 140th Street,Gardena,CA 90248 Started 261 5 City of Los Angeles-South Los Angeles Cement Sewer Repair Tomovich&Associates for the City of Los Angeles Tom 626/443-3627 SZC11154 12/3/2003 $26,358.00 05/2004 06/2004 Rehab of 684 If of 8" 926 DurfLe Avenue,So.El Monte,CA 91733 262 3 Brier Infiltration and Inflow Pilot Project(UI) Gelco Services,Inc.for King County,WA C33043C 5/27/2003 $26,600.00 12/2003 12/2003 19 Top Hats 3411 C St NE Suite 16,Auburn,WA 98002-1749 263 5 CIP 02-189 Myrtle Area Street Improvements Orion Construction,Inc.for the City of Hermosa Beach CIP 02-189 10/30/2003 $13,330.00 02/2004 04/2004 Rehab appx.310 If of 8" 9007 Center Avenue,Rancho Cucamonga,CA 91730 264 3 Capo Beach Priority I Sewer Lining Repairs Sancon Technologies for the South Coast Water District 11/19/2003 $11.100.00 01/2004 01/2004 5 Top Hats 5841 Engineer Drive,Huntington Beach,CA 92649 265 6 Sewer Systems Rehabilitation PPR/Repipe for the City of San Clemente 24200 12/9/2003 $31,875.00 04/2004 06/2004 25 Top Hats 5525 E.Gibraltar Street,Ontario,CA 91764 266 3 Dana Point Sewer Hot Spot Lining Repairs Sancon Technologies for the South Coast Water District 12/17/2003 $29,925.00 Not 21 Top Hats 5841 Engineer Drive,Huntington Beach,CA 92649 Started 267 3 La Habra Heights Trunk Sewer Wesco Infrastructure for the L.A.County Sanitation District 9/4/2003 $5,200.00 04/2004 04/2004 2 Top Hats 385 N.Van Ness,Torrance,CA 90501 Total Contracts:46 Average Amount:$133,941.59 TOTAL 2003 to date: $6,041,783.00 $6,041,783.00 1=sewer,2=storm drain,3=TopHats,5=HDPE lining,6=CIPP lining,7=lnsitu Point Repairs,8=Channeline,9=Misc. Further information will be supplied upon request U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 254 2003 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID AMOUNT START COMPLETE 240 3 City of San Diego-Chocolate Canyon Emergency Sewer Repair KTA Construction for City of San Diego W.O.179061 $13,000.00 09/2003 09/2003 13 Top Hats 1920 Cordell Ct.,Suite 105,El Cajon,CA 92020 241 5 L.A.County Sanit.-Via Campesina Trunk Sewer Rehabilitation L.A.County Sanitation Districts Jennifer James 310/638-1161 Bid No.02148 6/5/2003 $17,429.00 08/2003 08/2003 Rehab appx 171 If of 12"VCP 1955 Workman Mill Road,Whittier,Ca 90601 P.O.No.51060 242 3 Redmond Infiltration and Inflow Pilot Project(111) Pipe Experts LLC for King County,WA Dennis Smith 360/943-5840 C33048C 615/2D03 $36.000.00 11/2003 11/2003 20 Top Hats 855 Trosper Rd.—108-190,Tumwater,WA 98512-8108 243 3 Mercer Island Infiltration and Inflow Pilot Project(IH) Gelco Services,Inc.for King County,WA C33047C 6/10/2003 $342,500.00 09/2003 03/2004 225 Top Hats 3411 C St NE Suite 16,Auburn,WA 98002-1749 244 3&6 City of San Diego-Various SR#s Zondiros Corporation for City of San Diego SR#324352.54 6/13/2003 $98.232.00 07/2003 02/2004 14 Top Hats and Rehab.Appx 109E If of 8" 2401 208th Street,Suite C-8,Torrance,CA 90501 and 315893 245 3 City of San Diego Row and Easements,Ph B BRH Garver for City of San Diego-MW WD K03105 7/15/2003 $1,139.145.00 05/2004 70%complete 800 Top Hats 6910 Mission Gorge Road,San Diego,CA 92120-2420 Est.01/2005 246 6 Crestline Sanitation Dist.-CIPP Sewer Project Phase 2 County of San Bernardino Project No.980018 7/23/2003 $93,425.00 10/2003 0212004 Rehab a x 1,1301f of 8" 12402 Industrial Blvd.,Building D,Suite 6,Victorville,CA 92392 247 3 LA.County Sanit.-Los Coyotes Diagonal and Arcadia-Sierra Madre L.A.County Sanitation Districts Mike Tatalovich 310/638-1161 P.O.53069 6/13/2003 $39.158.00 09/2003 01/2004 14 Top Hats 1955 Workman Mill Road,Whittier,Ca 90601 248 5 San Pedro Area Sewers Rehabilitation Project John T.Malloy for the City of Los Angeles W.O.SZC11165 8/13/2003 $348,232.50 02/2004 07/2004 Rehab appx 11.055 If of 8" 3032 Bandini Blvd.,Los Angeles,CA 90023 249 3 Trinity Manor-3940 Park Blvd.,San Diego,CA 92103 My Plumber 6/6/2003 $11,375.00 09/2003 09/2003 7 Top Hats 5490 Complex Street,Suite#603,San Diego,CA 92123 250 5 City of San Diego-Construction of Sewer and Water Group 683 Orion Construction Co.for the City of San Diego Rob Wilson 7601591-9181 K04493C 9/9/2003 $48.810.00 09/2004 0912004 Rehab appx 510 If of 6" 1621 S.Rancho Santa Fe Rd.,San Marcos,CA 92069 251 3 Central Contra Costa Sanitary District-Project#5246-2003 CIPP Andes Construction for the CCCSD Dan Mayorga 510/536-7832 DP 5246 7/8/2003 $7,500.00 Not 5 Top Hats 5305 E.12th Street,Oakland,CA 94601 Started 252 3 Service Connection Seals-Top Hats Emerald Bay Service District Cisco Farias 949/494-8936 6/17/2003 $14,250.00 0212004 02/2004 15 Top Hats 600 Emerald Bay,Laguna Beach,CA 92651 253 5 City of Los Angeles-EQ RPR SWRS U298 Williams Pipeline Contractors for the City of Los Angeles John Williams,Sr. E2002895 to 9/17/2003 $86,940.00 02/2004 06/2004 Appx 2.415 If of 8" P.O.Box 1120,Somis,CA 93066-1120 805/386-8606 E2002907 254 5 City of Los Angeles-EQ RPR SWRS U274 Mladen Grbavac for the City of Los Angeles Mladen Grbavac 626/355-1350 E2002619 to 10/1/2003 $102,204.50 06/2004 08/2004 Appx 2,889 If of 8" P.O.Box 660219,Arcadia,CA 91006 E2002625 255 6 City of La Mesa-Sanitary Sewer Project S.C.Valley Engineering for the City of La Mesa, 619/444-2366 Bid No.02-08 5/20/2003 $29,400.00 03/2004 06/2004 Appx 320 if of 6" P.O.Box 2848,El Cajon,CA 92021 1=sewer,2=storm drain,3=TopHats,5=HDPE lining,6=CIPP lining,7=lnsitu Point Repairs,B=Channeline,9=Misc. Further information will be supplied upon request U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 254 2003 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID AMOUNT START COMPLETE 222 3&6 City of San Diego-Sewer Replacement Group 2001 Ortiz Corporation for City of San Diego K03032C 1/9/2003 $38,370.00 03/2004 03/2004 Rehab appx 405 If of 8"and 3 Top Hats 788 Energy Way,Chula Vista,CA 91911 223 3 City of San Diego-La Jolla Projects#900-904 KTA Construction for City of San Diego $72,500.00 04/2003 07/2003 67 Top Hats 1920 Cordell Ct.,Suite 105,El Cajon,CA 92020 224 6 City of Laguna Niguel-Mt.Rainer Drive City of Laguna Niguel P.O.#19855 $22,984.00 07/2003 07/2003 Rehab appx 104If of 18"RCP 27801 La Paz Road,Laguna Niguel,CA 92677 225 5 City of Port Hueneme-Pipeline Rehab.Al NBVC Point Mugu City of Port Hueneme 2003-1 2/25/2003 $101,305.00 06/2003 0712003 Rehab appx 1898 If of 10",466 If of 12",and 135 If of 15" 250 North Ventura Road,Port Hueneme,CA 93041 226 3 City of San Diego-Linda Vista Trunk Sewer Phase II BRH Garver for City of San Diego 1/3 012 0 0 3 $6,750.00 04/2003 04/2003 5 Sewer lateral connection seals with Top Hats 6910 Mission Gorge Road,San Diego,CA 92120-2420 227 6 City of Los Angeles-Santa Monica Blvd.Transit Parkway Excel Paving for City of Los Angeles SZC11261 3/14/2003 $59,499.00 6/23/2003 10/2003 Rehab.Approx.601 If of 18" P.O.Box 16405,Long Beach,CA 90806 E6000627 228 5 LA.County Sanit.-Western Avenue Trunk Sewer Rehabilitation L.A.County Sanitation Dist#2 Jennifer James 310/638-1161 Bid No.02125 4/3/2003 $32,562.00 06/2003 02/2004 Rehab appx 761 If of 10"NRCP 1955 Workman Mill Road,Whittier,Ca 90601 229 3 City of San Diego-4th Avenue BRH Garver for City of San Diego Damien De Laura 714/428-4515 P.O.No.120901 10123/2002 $8,400.00 04/2003 04/2003 7 Top Hats 2615 S.Rousselle Street,Santa Ana,CA 92707 230 5 City of Glendale-FY 2002-03 Street Resurfacing E.C.Construction for City of Glendale John Gavigan 626/444-9596 Spec.No.3004 3/5/2003 $40,542.00 08/2003 1012003 Rehab appx 1398 If of 8"(Trim protruding laterals as needed) 2213 Chico Ave.,South El Monte,CA 91733 231 5 City of San Diego-Sewer and Water Group 675 Dietrich Corporation for the City of San Diego Ed Shoemaker 619/447-4800 K03535C 4/24/2003 $52,449.00 03/2004 04/2004 Rehab appx 281 If of 6",reinstate laterals,point repairs 1243 Greenfield Dr.,Suite H,El Cajon,CA 92021 232 6 City of Bell Gardens-Street Resurfacing FY 2002-03 Silvia Construction,Inc.for the City of Bell Gardens Judy Sherman 9091481-8118 3/4/2003 $41,000.00 05/2003 07/2003 Rehab appx 500 If of 18" 9007 Center Avenue,Rancho Cucamonga,CA 91730 233 5 City of Los Angeles-EQ RPR SWRS U344&U346 City of Los Angeles W.O.E2002860-65 5/7/2003 $677,158.00 11/2003 0512004 Rehab appx 9612 If of 8"and 304 If of 10" 200 N.Spring Street,Los Angeles,CA 90012 W.O.E2002934-37 W.O.E2002939-41 234 5 City of Paso Robles-Sewer Main Rehabilitation MGE Underground for the City of Paso Robles Project No.03-03 5/8/2003 $274,899.00 08/2003 10/2003 Rehab appx 2840 If of 6"and 3760 If of 8" P.O.Box 4189 235 3 City of Salem,OR-Sanitary Sewer Repair Gelco Services for the City of Salem,OR 4/29/2003 $25,000.00 0712003 07/2003 10 Top Hats P.O.Box 17370,Salem,OR 97305-7370 236 5 City of Port Hueneme-Pipeline Rehab.At NBVC Point Mugu City of Port Hueneme $45,546.00 07/2003 0712003 Rehab appx 1,206 If of 10" 250 North Ventura Road,Port Hueneme,CA 93041 237 3 Boh Bros.-New Orleans,Louisiana New Orleans,Louisiana 5/15/2003 $32,200.00 06/2003 06/2003 23 Top Hats 238 3 Lake Forest Park Infiltration and Inflow Pilot Project(IA) Gelco Services,Inc.for King County,WA C33046C 5/13/2003 $179,250.00 11/2003 03/2004 128 Top Hats 3411 C St NE Suite 16,Auburn,WA 98002-1749 239 5 City of Los Angeles-EQ RPR SWRS U269&U277 City of Los Angeles W.O.E2002571-81 5/21/2003 $1,449,464.00 11/2003 08/2004 Rehab appx 22,929 If of 8"and 1,210 If of 10" 200 N.Spring Street,Los Angeles,CA 90012 W.O.E2002649-61 1=sewer,2=storm drain,3=TopHats,5=HDPE lining,6=CIPP lining.7=lnsitu Point Repairs,B=Channeline,9=Misc. Further information will be supplied upon request U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Forth 254 2002 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID AMOUNT START COMPLETE 218 3&6 City of San Diego-North Harbor Drive Zondiros Corporation for City of San Diego K02222C $57,228.50 12/2002 02/2003 Rehab appx 1,109 If of 8"w/Cl PP Lining 2401 208th Street,Suite C-8,Torrance,CA 90501 219 6 City of Rancho Palos Verde-Drainage and Landslide City of Rancho Palos Verde $59.946.00 02/2003 03/2003 Stabilization-1 8"and 24"Storm Drain Rehabilitation 220 5 L.A.County DPW-99th Street,at al sewer rehab L.A.County Dept Public Works SMDAC00087 12/10/2002 $469,997.00 05/2003 06/2003 Rehab appx 14,675 If of 8"w/HDPE Lining 900 So.Fremont Ave,Alhambra,CA 91803 626/458-3148 221 3 City San Diego Sewer Grp 6238 BRH Garver for City of San Diego 6191265-0537 x112 12/12/2002 $7,000.00 12/27/2002 1/24/2003 Seal Connections with a CIPP Top Hat 1010 2nd Ave.,Ste.500,San Diego,Ca 92101 Total Contracts:41 Average Amount:$178,835.26 TOTAL 2002 to date: $7,150,747.69 $7,150,747.69 1=sewer,2=storm drain,3=TopHats,5=HDPE lining,6=CIPP lining,7=lnsitu Point Repairs,B=Channeline,9=Misc. Further information will be supplied upon request U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 254 2002 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID AMOUNT START COMPLETE 200 5 City of L.A.-EQ RPR SWRS U-361&U-364 Prkacin for City of L.A. Hassan Masoud 213/847-8565 E2002850-2859 6/19/2002 $277,331.50 5/5t2003 11/2003 Rehab appx 6,941'-8"&410'-12"sewer main w/HDPE Lining 650 So.Spring St,Ste 1000,Los Angeles,CA 90014-1918 E2002996-3006 201 6 City of San Diego-Swr Group 653 El Cajon Grading&Engineering for the City of San Diego K02230C 7/9/2002 $86,776.00 0412003 11/2003 Rehab appx 762 If of 6"swr main w/CIPP Lining 1010 Second Ave,Ste.500,San Diego,CA 92101 wo#173461 202 6 City of El Cajon Corrugated Metal Pipe Liing Pacific SoWest Const for City of El Cajon Duke Duquette 619/441-1653 2664 6/25/2002 $51,569.00 10/10/2002 10/18/2002 Rehab appx 371'-18"w/CIPP Lining 200 E.Main St.,El Cajon,CA 92020 203 5 Fair Oaks Ranch,Tract DS510 Pardee Homes Wade Lewis 310/475-3525 6/16/2002 $80,118.00 9/9/2002 9/23/2002 Rehab appx 243'-10"&1,287'-12"w/HDPE Lining 10880 Wilshire Blvd,Ste.2000 -$1,896.00 204 5 City of L.A.-EQ RPR SWRS U-345 Vasilj Inc,dba Ivanko for City of L.A. Hassan Masoud 213/847-8565 WO#E2002924 2/13/2002 $43,056.00 10/10/2002 01/2003 Rehab appx 1,196 if-84n sewer main w/HDPE Lining 650 So.Spring St,Ste 1000,Los Angeles,CA 90014-1918 to E2002933 $57,348.00 205 5&6 City of LA.-EQ RPR SWRS U-352&U-355 Vasilj Inc,dba Ivanko for City of L.A. Hassan Masoud 213/847-8565 7/17/2002 $526,224.00 07/2003 09/2003 Rehab a x 3,099-8"&1,334'-10"sewer main w/HDPE Linin 650 So.Spring St,Ste 1000,Los Angeles,CA 90014-1918 and appx 1,010 If-15"w/CIPP Lining 206 5 City of San Diego-La Jolla Shores Dr./Torrey Pines Swr Improv T.C.Construction Co.,Inc.for City of San Diego Mike Amold K02032CA 3/21 t2002 $54,953.00 0512003 09/2003 Rehab appx 1,250 If-8"swr main w/HDPE Lining 1010 Second Ave,Ste.500,San Diego,CA 92101 619/533-3754 207 6 City of Escondido-The Wohlford Penstock Weir Construction for City of Escondido 760/839-4651 19/620552 8/13/2002 $69.850.00 0612003 08/2003 Rehab appx 8U-18"&200'-24"culvert with CIPP Lining 201 No.Broadway,Escondido,CA 92025 208 5 City of Glendale-01/02 Annual Street Rehab Program,Ph 1 Security Paving for City of Glendale Lucien J.LeBlanc,P.E. 2916R 8/1 412 0 0 2 $118,748.00 01/2003 0412003 Rehab appx 2551'-8",41 V-10",471'-12"w/HDPE Lining 633 E.Broadway,Room 205,Glendale,CA 91206 818/548-3945 209 6 City of Chula Vista-Rehab CMP along 5th Ave. City of Chula Vista Samir Nuhaily,P.E. 40844 9/4/2002 $109,725.00 12/2002 01/2003 Rehab appx 426-22"x13"&110'-18"CMP w/CIPP Lining 276 4th Ave.,Chula Vista,Ca 91910-2631 619/691-5021 210 5 L.A.County Public Works-La Alameda Ave.,at al,Sanitary Swrs L.A.County Dept Public Works Zaven Abrahamian SMDAC00083 9/17/2002 $46,119.00 12/2002 01/2003 Rehab appx 1,311 If of 8"w/HDPE lining 900 So.Fremont Ave,Alhambra,CA 91 B03 6261458-3148 211 5 City of L.A.-EQ RPR SWRS U-280&U-332 Williams Supply Co.for City of L.A. Hassan Masoud 213/847-8565 E2002686-701 9/18/2002 $131,504.00 7/25/2003 11/2003 Rehab appx 2,659'-8".56'-10"&336-12"Swr main w/HDPE 650 So.Spring St,Ste 1000,Los Angeles,CA 90014-1918 E2003239-251 212 5 City of L.A.-Weymouth Ave.Emergency Swr Repairs Bali Construction for City of L.A. Hassan Masoud 213/847-8565 SWC00137 9/17/2002 $17,250.00 10/16/2002 10/21/2002 Rehab appx 260 If of 8"VCP w/HDPE 650 So.Spring St,Ste 1000,Los Angeles,CA 90014-1918 $690.00 213 5&6 City of L.A.-EQ RPR SWRS U-328&U-329 Matthew&Stewart Co.for City of L.A. Hassan Masoud 213/847-8565 E2003194 10/9/2002 $236,386.00 09/2003 02/2004 Rehab a x 3120'-6"w/HDPE Liningand 650 So.Spring St,Ste 1000.Los Angeles,CA 90014-191 B a x 814 If of 15"w/CIPP Lining 214 6 Table Rock HOA,Laguna Beach Bay View Management Marie Renteria 909/808-9110 10/8/2002 $11,319.00 10/15/2002 11/26/2002 Rehab appx 142 If of 12"CMP Storm Drain w/CIPP Lining 16635 Algonquin Street,Suite 637,Huntington Bch,CA 92649 $300.00 215 5&6 L.A.County Sanit.-Cameron Trunk Swr Sect 4 Rehab,W.Covina L.A.County Sanitation Dist#2 Mike Tatalozich 310/638-1161 x-6807 3941 10/24/2002 $84,061.00 03/2003 0412003 Rehab a x 5561f of 12"w/HDPE Liningand 1955 Workman Mill Road,Whittier,Ca 90601 $1.680.00 appx 287 If of 10"w/CIPP Lining 216 5 City Half Moon Bay- Ph 2 Wastewater Collection Sys Rehab D'Arty&Harty for City of Half Moon Bay Nancy Kyser 6HAL021102 11/1/2002 $273,263.00 03/2003 08/2003 Rehab appx 5697'-6"&636'-8"w/HDPE Lining 501 Main St,Half Moon Bay,Ca 94019 650/126-8260 217 3 City of San Diego-Sewer Group 672 Scheidel Contracting for City of San Diego K022086C 10/23/2002 $253,205.00 02/2003 1212003 60 Top Hats 3025 Camino de las Piedras,El Cajon,CA 92019-2854 U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 264 2002 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID AMOUNT START COMPLETE 2002 160 3&7 City of San Diego Row and Easements,Ph A Insituforrn Tech,for San Diego Metro Wastewtr Douglas Cook K028086C 4/26/2002 $1,735,950.00 9/16/2002 02/2005 Install appx 1,713 TopHats&appx 79 Insitu Point Repairs 9192 Topaz Way,San Diego,CA 92123 856/654-4212 wo#174501 182 6 CalTrans-RPV Storm Drain Rehab Colich&Sons,LP for CalTrans Grant Wood 3231770-2920 1/3/2002 $45,500.00 1/15/2002 1/31/2002 Rehab appx 160 if-30"CMP w/CIPP Lining 120 So.Spring St,Los Angeles,CA 90012 213/897-3631 183 6 1 Cancelled K001005 12/18/2001 184 5 Camp Pendleton MCB-Pump Stn Repairs SEA PAC Engrg for Dept of Navy D.Metts N667-99-D 1/19/2002 $55,425.00 2/1/2002 2/28/2002 Rehab appx 1,089 If of 8"sewer pipe w/HDPE Lining Dept of Navy,1220 Pacific Hwy,San Diego,CA 92132-5190 6443 $1,070.90 185 5&6 City of L.A.EQ U-279&U-370 Tomovich Construction for City of Los Angeles Hassan Masoud E2002671-85 2/20/2002 $320,079.00 5/15/2002 01/2003 Rehab a x 5,780'-8", 1,571'-10"&176'-12"w/HDPE Linin 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 E2003052-64 and appx 893 If-15"w/CIPP Lining 186 5 City of L.A.EQ U-347 Williams Supply for City of L.A. Hassan Masoud E2002942-49 2/27/2002 $103,450.00 8/1/2002 9/30/2002 Rehab appx 1,971'-8"&664'-10"sewer pipe w/HDPE Lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 -$22,564.71 187 5 City of Huntington Beach-Misc.Swr Lining Phase I City of Huntington Beach Todd Broussard 714/536-5431 CC No.1178 3/5/2002 $796,499.00 B/1/2002 11/30/2002 Rehab appx 25,983'-8",351'-10"&636'-12"w/HDPE Lining 2000 Main Street,Huntington Beach,CA 92648 -$69,960.00 188 5 City of L.A.EQ U-301&U-303 Williams Supply for City of Los Angeles Hassan Masoud E2003163-170 3/13/2002 $34,476.00 8/15/2002 10/31/2002 Rehab appx 884 if of 8"w/HDPE Lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 E2003124-130 $16,224.00 189 6 Rehab of Dist No.5 Main Trunk County Sanitation Districts of L.A.County Calvin Jin 310/638-1161 PO#28077 2/28/2002 $26,644.00 5/24/2002 6/30/2002 Rehab appx 152If of 15-in w/CIPP Lining 1955 Workman Mill Road,Whittier,CA 90601 x-6803 190 5 City of L.A.EQ U-349,U-350&U-351 John T.Malloy for City of Los Angeles Hassan Masoud 213/847-8565 E-2002761 3/27/2002 $386,740.50 01/2003 07/2003 Rehab appx 9,2391-8"&959'-10" w/HDPE Lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012-4801 191 5 Soledad Canyon Trunk Swr Section 4 Rehab County Sanitation Districts of L.A.County Matt Zuro 562/699-7411 PO#28662 3/27/2002 $25,099.00 5/24/2002 6/30/2002 Rehab appx 277 If of 15"w/HDPE Lining 1955 Workman Mill Road,Whittier,CA 90601 x-3512 Bid#01967 192 5 Forecast Homes,Hemet Clearwater Pipeline,Inc. for Forecast Homes Steve Gannon CPI JN 867 2/13/2002 $19,270.00 5/8/2002 5/31/2002 Rehab appx 205 If of 8"w/HDPE Lining 3838 Brennan Ave.,Penis,CA 92571 909/857-2829 193 6 City of LA.-City Hall Storm Drain Rehab @ Hill&Pico Miramontes Constr.for City of Los Angeles Hassan Masoud SZS11183& 1/1 612 0 0 2 $119,695.00 5/16/2002 7/31/2002 Rehab appx 4851f-15"&appx 3651f-27"RCP w/CIPP Lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 SZS11185 $1,682.50 194 5 City of L.A.-EQ RPR SWRS U-323&U324 Williams Supply for City of L.A. Hassan Masoud 213/847-8565 WO E2003184-93 5/8/2002 $145,762.50 1112002 03/2003 Rehab appx 3495 If-8"&270 If-10"w/HDPE Lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012-4801 &WO E2003131-41 195 5 City of San Diego-Catalina Pump Stn W.M.Lyles for City of San Diego Ed Fordan 619/533-4195 K02097C 6/18/2002 $58,035.00 05/2003 0512003 Rehab appx 363 If-16"w/HDPE Lining 1010 2nd Ave,#500,San Diego,CA 92101-4998 W.O.#185791 196 6 Sunset Beach Sanitary District-Mitigation of Infiltration Sunset Beach Sanitary District Ray Lewis,Engr 949/4971580 5/6/2002 $112,539.00 5/18/2002 08/2002 Rehab appx 1,631 If of 6"w/CIPP Lining PO Box 1185,Sunset Beach,CA 90742-1185 197 5 City of L.A.-EQ RPR SWRS U-367 Vasilj Inc,dba Ivanko for City of L.A. Hassan Masoud 213/847-8565 WO E200322-28 2/15/2002 $115,380.00 5/31/2002 1112002 Rehab appx 791 If-8-in sewer main w/HDPE Lining 650 So.Spring St,Ste 1000,Los Angeles,CA 90014-1918 &WO E2003051 198 6 City of San Diego-Cottontail Lane Swr Rehab Sim J Communications Inc.,for City of San Diego Regan Owen K02093C 41=2002 $0.00 Cancelled Rehab appx 521 If-8"swr main w/CIPP Lining 1010 Second Ave,Ste.500,San Diego,CA 92101 619/533-5205 wo#175991 199 6 City of San Diego-Swr Group 672 Metropolitan Const for City of San Diego Mahmoud Origat 6191533-5232 K02224C 7/3/2002 $0.00 Cancelled Rehab appx 768 If-6" and 69 If-8"swr main w/CIPP Lining 1010 Second Ave,Ste.500,San Diego,CA 92101 wo#175281 U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 254 2001 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID AMOUNT START COMPLETE 2001 173 5 L.A.County Sanitation-Figueroa St.Relief Trunk Swr Mike Bubalo Const. for LA.County Sanitation District No.2 3850 8/23/2001 $59,708.00 5/1/2002 7/31/2002 Rehab appx 1,298 If of 12"w/HDPE Lining 1955 Workman Mill Rd,Whittier,CA 310/638-1161 x-6308 174 5 Lake Oroville State Recreation Area,Butte County Duke Sherwood Contr Inc.for CA Dept Parks/Rec. Matt Teage 8/31/2001 $419,991.00 2/1/2002 3/31/2002 Rehab 3,238'-6",2,069-B",3,428'-10"&991'-12"w/HDPE Lining One Capital Mall,#500,Sacramento.CA 95814 530/538-2364 $8.839.70 175 6 City San Diego-Sewer Group 539 BRH-Garver Inc.for City of San Diego John Ousar K01067C 9/4/2001 $271,590.00 2/1/2002 11/30/2002 Rehab appx 1,530 If-24"sewer main w/CIPP Lining 1010 2nd Ave,#500,San Diego,CA 92101 619/533-7443 -$32,292.00 176 6 Vallejo Sanitation-RDIII Reduction-Area 5 KJ Woods Construction for Vallejo Sanitation John Ashley 8/9/2001 $247,462.50 2/1/2002 4/30/2002 Rehab appx 4901f of 18"with CIPP Lining 450 Ryder st,Vallejo,CA 94590-7217 5411758-0235 ext-3488 -$134,732.50 177 5 City L.A.Harbor District CSRP Unit 5 Swr Rehab Mike Priich&Sons Inc. for City of L.A. David Lee SZC 11241 8/23/2001 $113,901.75 10/22/2001 12/31/2001 Rehab appx 1,633 If of 8"with HDPE Lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8957 178 6 City San Diego-Sewer Group 2000(690&699) Orion Construction for City of San Diego Nabil Batts K02019C 1 1/212 0 01 $150,674.00 11/1/2002 11/2002 Rehab appx 1,208 If-8"sewer main w/CIPP Lining 1010 2nd Ave,#500,San Diego,CA 92101-4998 6191533-5191 179 6 City San Diego-Sewer Group 677 S.C.Valley Engrg,Inc.for City of San Diego K02018C 1 0/412 0 01 $52,310.00 12/2002 12/2002 Rehab appx 285 If-8"sewer main w/CIPP Lining 1010 2nd Ave,#500,San Diego,CA 92101-4998 619/533-5191 WO 174351 180 6 City of La Mesa-Jackson Dr.Swr Improv S.C.Valley Engrg,Inc.for City of LaMesa Driss Elwardi Bid 05-01 11/6/2001 $125,899.00 4/1/2002 11/10/2002 Rehab appx 866 If-6".440 If-8"&540 If-10"w/CIPP Lining 8130 Allison Ave,La Mesa,CA 91941-5002 619/667-6611 $85,365.00 181 6 City of San Diego Sewer Group 697 Ortiz Corporation for City of San Diego John Brito 619/482-4288 K02027C 11/7/2001 $99,756.00 1212002 1212002 Rehab 822x 906 If-6"w/CIPP Lining 1010 2nd Ave,#500,San Diego,CA 92101-4998 619/533-5191 wo 175331 Total 24 Contracts. Average Amount$102,239.36 TOTAL 2001 to date: $2,453,744.55 $2,463,744.55 1=sewer,2=storm drain,3=Water,S=HDPE lining,6=CIPP lining,7=CCTV or misc. Further information will be supplied upon request U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 264 2001 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID AMOUNT START COMPLETE 2001 155 5 City of San Diego Sewer Group 637 Dietrich Corp.for City of San Diego Ed Shoemaker 619/447-4800 K99224C 1/3/2001 $9,860.00 2/15/2001 2/28/2001 Rehab appx 116 If of 8"by HOPE Lining 600 B Street,Ste 800,San Diego,CA 92101 156 5 Caltrans-San Diego C.A.Rasmussen,Inc. Ron Gaines 619/641-9281 11-048664 1/12/2001 $14,145.00 2/15/2001 2/28/2001 Rehab appx 123 If of 8"by HOPE Lining 4628-40th St.,San Diego,CA 92116 157 6 City of Redondo Beach,Basin III Sewer Rehab ARA Engineering for City of Redondo Beach Steve Huang 2/1/2001 $15,960.00 2/5/2001 2/28/2001 Rehab appx 84 if of 12-inch by CIPP Lining 415 Diamond St,Redondo Beach,CA 90277 310/318-0661 158 6 City Los Angeles-Warner Ave.&Edgeley Ct. Papac Construction Co.,Inc.for City of L.A. SZS11180 2/8/2001 $18,104.00 3/1/2001 3/31/2001 Rehab appx 146 If of 12-inch by CIPP Lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 159 6 City of Compton-Alondra Blvd.Pavement Rehab Sequel Contractors,Inc.for City of Compton Augustus Ajawara 3/1/2001 $159,906.00 10/1/2001 1/31/2002 Rehab appx 3514 If of 8"to 18"with CIPP Lining 205 W.Willowbrook Ave,Compton,CA 90220 310/605-5507 160 3 see year 2002 161 5 City of San Diego-Home Ave. Accel Swr Repair Cal-Southwest for City of San Diego Luis Duenes 858/627-3262 K99263C 3/16/2001 $32,286.00 11/1/2001 2/28/2002 Rehab appx 490 If of 6" &182 If of 8"w/HDPE Lining 600 B Street,Ste 800,San Diego,CA 92101 $21.721.52 162 6 L.A.County SaniL-Lamanda Park Ext Swr Rehab L.A.County Sanitation Dist#16 Sam Espinoza 562/699-7411 16-08.06-32 3/29/2001 $152,548.00 8/1/2001 7/31/2002 Rehab 254'-27",19-24",252'-22",206-18"w/CIPP Lining 1955 Workman Mill Rd.,Whittier,CA 90607 163 7 City of San Diego-Sewer Group 660 Cal-Southwest for City of San Diego John Brito 858/713-0533 K20068C 5/1/2001 $1,322.48 12/15/2001 12/31/2001 CCTV at Time and Material Rates 600 B Street,Ste 800,San Diego,CA 92101 164 6 City of San Buenaventura-Sunset Dr.Storm Drain Rpr City of San Buenaventura Andrew Brozyna 805/654-7743 Spec 2001-101 4/25/2001 $79,729.00 6/15/2001 9/30/2001 Rehab appx 336 If of 30"Drain w/CIPP Lining 501 Poll St,PO Box 99,Ventura,CA 93002 165 5 City of Los Angeles-So.Central Area CSRP Unit 2 Tomovich Construction for City of Los Angeles Thomas Woo SZC11153 5/12/2001 $33,885.00 1/25/2002 1/3l/2002 Rehab appx 1080 If of 8"with HDPE Lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/485-0952 166 6 City L.A.-Sanofre Dr/Casale Dr.Storm Drain Lee Construction Co.for City of L.A Rick 805/522-5195 EXX51409 5/16/2001 $40,068.00 11/15/2001 12/31/2001 Rehab a x 2121f of 16"Drain w/CIPP Lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 2131847-8565 167 5 Job cancelled 168 6 Artesia Extension Trunk Sewer L.A.County Sanitation District Chuck Boehmke 310/638-1161 6/25/2001 $47.095.25 9/1/2001 9/30/2001 Rehab a x sio of 18"VCP w/CIPP Linin 1955 Workman Mill Rd.,Whittier,CA 90607 169 5 L.A.County Public Works-Princeton St,City Terrace L.A.County Dept Public Works Harout Kassabian 626/458-3118 SMDAC0079 7/3/2001 $259,263.00 11/1/2001 2/28/2002 Rehab appx 10,362 If of 8"w/HDPE lining 900 So.Fremont Ave,Alhambra,CA 91803 170 5 Monterey Park- Sanitary Sewer Repairs/Rehab City of Monterey Park V.Bermudez 818/307-1325 Spec no.693 7/17/2001 $81,493.00 8/1/2001 10/31/2001 Rehab appx 1,515 If of 8"w/HDPE Lining 320 W.Newmark Avenue,Monterey Park,CA 91754 171 5 cancelled $0.00 172 7 City of Los Angeles -LA EQ RPR U-276 John T.Malloy,Inc. Justin Malloy 323/780.9941 WO E2002487- 8/16/2001 $15.000.00 11/1/2001 11/30/2001 CCTV appx 30.000If of 8"VCP 200 No.Spring St,Rm 355,Los Angeles,CA 90012-4801 E2002493 $2,885.85 1=sewer,2=storm drain,3=Water,5=HDPE lining,6=CIPP lining,7=CCTV or misc. U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 264 2000 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID AMOUNT START COMPLETE 2000 143 5 cancelled SZC11222 5/4/2000 $0.00 cancelled 144 5 cancelled BRH-Garver Inc.for City of San Diego 619/265-0537 cancelled 145 5 City of San Diego-Sewer Group 635 BRH-Garver Inc.for City of San Diego 6191265-0537 K20083C $22,588.00 10/1/2000 10/31/2000 Rehab appx 186 If of 6-in sewer by HDPE Lining 6974 Mission Gorge Road,San Diego CA 92120 WO#173381 $1,722.00 146 5 City of L.A.-El Serene,Area Sewer Rehab Vasilj Const.for City of Los Angeles 909/599-2845 SZC11221 8/9/2000 $40.462.00 2/1/2001 2/28/2001 Rehab appx 107 If-6"&1094 If-8"sewer by HDPE Lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 -$5,018.20 147 6 City of L.A.-Figueroa/Wadsworth etc CSRP Tomovich Construction for City of Los Angeles 626/443-3627 SZC11208 8/9/2000 $34,779.00 3/15/2001 4/30/2001 Rehab appx 782 If-8-in sewer main by CIPP Lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 -$320.00 148 5 Rancho Palos Verdes-Sail View&Seabreeze Ave. Pacific Heritage Development Homes,Inc. 949/292-4528 16-016-000 $36,900.00 7/15/2000 8/30/2000 Rehab appx 787 If-8-in by HDPE Lining 15707 Rockfield Blvd,Ste 255,Irvine,CA 92618 -$262.90 149 7 Miscellaneous Time and Material jobs Various $7,756.51 12/31/2000 150 5 Job Cancelled Bid K01013 $0.00 cancelled W.O.#174481 151 6 PCH&Daisy,Long Beach Siphon for County Sanitation TL Pavlich Construction,Inc. Tom Pavlich 909/425-8680 10/15/2000 $63,272.00 11/1/2000 11/30/2000 Rehab appx 294 ft.of 33-in VCP Siphon by CIPP Lining 7256 Weaver St,Highland,CA 92346 152 5 San Diego Metro Wastewater-Catalina BI Trunk Swr Ph II Ortiz Corporation John Brito 619/482-4288 Bid K01107 10/19/2000 $97,240.00 6/1/2001 2/28/2002 Rehab appx 3.250 If of 8-in swr by HDPE Lining P.O.Box 5574,Chula Vista,CA 91912 $12,219.20 153 6 City San Francisco-Third St.Sewer Improvments Ph III Harty Pipelines Inc. 415/5B5-6023 CW234 9/28/2000 $36,294.00 3/1/2001 3/31/2001 Rehab appx 276 If of 12"by CIPP Lining 4085 19th Ave.,San Francisco,CA 94132-3054 154 5 City of San Diego at Florida St,Florida Ct So.Calif.Underground Contractors Jim Jackson 619/584-7193 SCU#636 11/22/2000 $19,150.00 1/6/2001 1/31/2001 Rehab appx 250 If of 6"by HDPE Lining P.O.Box 1747.Brea,CA 92622-1747 $13,712.71 1=sewer,2=storm drain,3=Water,5=HDPE lining,6=CIPP lining,7=CCTV or misc. Further information will be supplied upon request Total 26 projects. Average Contract amt: $97,113 TOTAL 2000 to date: $2,524,928.90 $2,524,928.90 U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 254 2000 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID AMOUNT START COMPLETE 125 6 City of L.A.-Chantilly Stradella Atlas Underground Co.for City of L.A. H.Loya 909/465-5710 WO E4000277 1/7/2000 $95,664.00 6/1/2000 7/31/2000 lappx 212'of 30",5'of transition&20'of 42"by CIPP P.O.Box 951,Chino,CA 91708-0951 126 6 Palos Verdes No.Slope Trunk Swr Sect.2 Rehab L.A.County Sanitation District 562/699-7411 1/25/2000 $79,329.00 7/1/2000 8/31/2000 Rehab appx 853 If of 10"conc pipe swr rehab by CIPP 1955 Workman Mill Road,Whittier,CA 90601 127 5 City of L.A.-Emerg Swr Mt.Angeles/Elevado&Evadale M.Grbavac Construction for City of Los Angeles 6261355-1350 SZC11207 1/27/2000 $23,966.00 3/1/2000 3/31/2000 rehab appx 187 If-6"&appx 127 If 8"by HDPE Lining 1235 Ramona Rd.,Arcadia,CA 91006 -$646.90 128 5 City of San Diego-Swr Grp 473 Arrieta Construction,Inc.,for City of San Diego 2/4/2000 $25,296.00 3/1/2001 3/31/2001 rehab appx 2721f of 6"sewer main by HDPE Lining 1215 No.Marshall Ave.,El Cajon,CA 92020 -$1,209.00 129 5 Holly Hills Colich&Sons for L.A.County 626/458-3118 $262,625.53 1/5/2001 7/31/2001 900 So.Fremont Ave,Alhambra,CA 91803 Angela George 130 5 L.A.County Public Works-Grape Street Sanitary Sewer L.A.County Public Works 626/458-3118 CC 2016 3/8/2000 $189,487.50 5/1/2001 8/31/2000 Rehab appx 4,555 If of 8-in by HDPE lining 900 So.Fremont Ave,Alhambra,CA 91803 Angela George $1,997.59 131 5 L.A.County Public Works-Trancas Zone Sanitary Swrs L.A.County Public Works Angela George 626/458-3118 CC 2022 3/28/2000 $230,865.00 5/1/2001 9/30/2000 Rehab appx 7,016 If of 8"&269 If of 10"HDPE lining 900 So.Fremont Ave,Alhambra,CA 91803 -$2,192.83 132 5&6 L.A.County Public Works-Marina del Rey Sanitary Swrs L.A.County Public Works Angela George 626/458-3118 CC 2020 4/4/2000 $276,869.00 11/1/2000 3/31/2001 Rehab 8"&10"by HDPE&2,329 If of 12"&15"w/CIPP 900 So.Fremont Ave,Alhambra,CA 91803 $28,345.00 133 5 City of L.A.-Emerg Swr Russell Ave. M.Grbavac Construction for City of Los Angeles 626/355-1350 SZC11182 4/12/2000 $31,702.50 9115/2000 10/31/2000 rehab appx 461.0 If of 8"sewer by HDPE Lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 -$609.75 134 5 City of Los Angeles-Eagle Rock CSRP,Unit 2 Vasilj-Ivanko,Inc.,for City of Los Angeles 909/599-2845 SZC11129 4/26/2000 $26,867.00 9/15/2000 12/31/2000 Rehab appx 684 If of 8"swr HDPE lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 $36,405.78 135 5&6 City of Los Angeles -LA EQ RPR U-260 John T.Malloy,Inc.for City of Los Angeles 3231780-9941 WO E2002487- 3/28/2000 $129,725.00 8/1/2000 10/31/2000 Rehab a xl458'-8-in&291'-12-in by HDPE lining 200 No.Spring St,Rm 355,Los Angeles.CA 90012 213/847-8565 E2002493 $46,012.00 and appx 330 If-18-in&appx 397 If-20-in by CIPP 136 5&6 City of San Diego-Accl Sewer Repl Proj#2 DJF Construction for City San Diego Eddy Wibowo 619/990-3979 K20043C 5/20/2000 $318,860.00 11/1/2000 4/30/2001 Rehab appx 573 If of 6"&736 If of 8"w/HDPE Lining 9485 Aero Dr,San Diego,CA 92123 -$17,780.70 and 203 If of 18"CPM Drain w/CIPP Lining 137 5 City of San Diego-Sewer Group 661 B So Cal Underground for City of San Diego J.Jackson 5/20/2000 $12,430.00 3/1/2001 3/31/2001 Rehab appx 110 If-6"swr pipe by HDPE lining 1010 2nd Ave,Ste 500.San Diego,CA 92121 138 5&6 City of San Diego-Sewer Group 663 Foss Environmental Services Robert Russell 619/233-2903 5/20/2000 $12,980.00 11/1/2000 7/31/2002 Rehab a x 110 ff-6"&351 If"-8"swr pipe b HDPE lining909 E.Harbor Dr.,San Diego,CA 92101 $59,876.75 and a x 220 If-6"with CIPP Lining 139 5 CSULB Technology Park-for City of Long Beach Sully-Miller Jaime Gonzalez 7141578-9626 JN 20042C 4/25/2000 $10,584.00 1/6/2001 1/31/2001 Rehab appx 108 If-8"swr pipe by HDPE lining 909 E.Harbor Dr.,San Diego,CA 92101 $392.00 140 7 Hollyhills Drain Unit 5-A- L.A.County DPW So Cal Underground Ge 6191584-7193 5/20/2000 $73,085.00 7/1/2000 9/30/2000 Contractor used pipe-bursting,but paid material&Sup't.time 909 E.Harbor Dr.,San Diego,CA 92101 -$62,772.00 141 5 City of Los Angeles -LA EQ RPR U-253 Williams Supply for City of Los Angeles 805/654-8202 E2002378-2381 3/14/2000 $17,550.00 6/1/2000 11/30/2000 Rehab appx 3,202 If of 8-in&703 If-12" swr pipe by HDPE lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 $109,171.75 142 5 City of Mill Valley-2000 Sanitary Sewer Rehab TGH Pipelines Inc. Jerry (415)945-3288 4/15/2000 $231,318.50 10/1/2000 12/31/2000 Rehab 6-in,10-in&12-in by HDPE Lining PO Box 38,Larkspur,CA 94977-0038 -$101,759.14 U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 264 1999 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID AMOUNT START COMPLETE 1999 119 5 City of Los Angeles -Hollywood Area Swr Unit 1 Prkacin Co.for City of L.A. 949/495-4849 WO SZC11135 11/10/1999 $157,187.00 2/1/2001 4/30/2001 Rehab appx 26791-8"8 1712'-6"pipe by HDPE lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 $87,985.00 120 5 City of Los Angeles-Lowry Street Emerg Sewer Rpr Clarke Contracting for City of Los Angeles,Ca 310/542-7724 $13,552.00 10/15/1999 11/1/1999 Rehab appx 1541f of 6-in pipe by HDPE Lining 4646 Manhattan Beach 81,Lawndale,CA 90260 121 5 San Diego County Wtr Auth-Sewer Group 638 DJF Construction for San Diego County 619/682-4100 K20023C $82,540.00 5/1/2000 6/30/2000 Rehab appx 520'-8"8 400'-6"pipe by HDPE lining 3211 Fifth Avenue,San Diego,CA 92103-5718 -$10,803.94 122 6 City of Los Angeles-Marquez Right of way Colich 8 Sons for City of L.A. 3231770-2920 WO SZS11151 $126,100.00 2/1/2000 5/31/2000 Rehab appx 260 If of 42-in pipe by CIPP Lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 2131847-8565 -$4,815.96 123 5 L.A.Zoo-Red Apes of the Rainforest Project#572 S.J.Amoroso Const.-Keith Speer 323/906-1523 572 $25,800.00 1/1/2000 1/31/2000 Rehab appx 280 If of 10"8 12"pipe by HDPE Lining 275 E.Baker Street,Ste B,Costa Mesa,CA 92626 -$3,675.00 124 5 City of L.A.Emerg Swr Rpr-Pacific Palisades M.Grbavac Construction for City of Los Angeles 626/355-1350 WO SZS11207 12/23/1999 $78,246.00 12/24/1999 12/31/1999 Rehab appx 1382'-8"pipe by HDPE lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 -$1,167.40 1=sewer,2=storm drain,3=Water,5=HDPE lining,6=CIPP lining,7=CCTV or misc. Further information will be supplied upon request Total 41 projects.Average Contract amt: $144,276.93 TOTAL 1999 to date: $5,915,354.02 $5,915,354.02 U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 264 1"9 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID AMOUNT START COMPLETE 1999 101 6 City of Manhattan Beach-Swr Reconstruction Proj Colich&Sons for City of Manhattan Beach 199E-1999 $70,800.00 1/31/2000 Rehab 1,005 LF of 6"&8"sewer pipe by CIPP lining 547 W.140th St,Gardena,CA 90248 Ted Polich 3231770-2920 -$29,925.00 102 5 City of Hermosa Beach-Swer Rehab on PCH/Gould City of Hermosa Beach $28,250.00 5/31/2000 Rehab 400 If of 8"sewer pipe by HDPE lining 1315 Valley Drive,Hermosa Beach,CA 90254 3101318-0239 $2,462.95 103 6 City of Tijuana,Mexico-Suluciones Subterraneas J&R Fernandez Carlos Torres 011-526-649-9794 103-1 $116,910.00 1/31/2000 Rehab appx 885'-18"&370'-12"sewer by CIPP lining 245 No.Mountain View Ave.,Pomona,CA 91767 9091629-7279 $34,077.00 104 5 City of Los Angeles-Mercury Ave Swr Rehab G.Grbavac Construction for L.A.Public Works 626/442-2356 W.O E2000951 8/17/1999 $70,540.00 4/15/1901 5/31/2000 Rehab 2,060 If of 6"and 8"sewer pipe by HDPE lining 200 No.Spring St Rm 355,Los Angeles,CA 90012 213/847-8565 $3,696.93 105 5 City of Los Angeles-LA EQ RPR U-235 G.Grbavac Construction for L.A.Public Works 626/442-2356 7/13/1999 $124,250.00 11/1/1999 1/31/2000 Rehab appx 1,750 If of 15"sewer pipe by HDPE lining 200 No.Spring St Rm 355,Los Angeles,CA 90012 2131847-8565 -$7,740.00 106 5 Elsinore Valley Muni Wtr Dist.-Canyon Lake Relining DenBoer Engrg&Const.for EVMWD 760/327-2200 7/13/1999 $51,654.00 11/15/1999 12/31/1999 Rehab appx 161':6"&1226':8"swr pipe/HDPE lining 68-175 Berros Court,Cathedral City,CA 92234 $4,376.82 107 5 City of Los Angeles -LA EQ RPR U-245 G.Grbavac Construction for L.A.Public Works 626/442-2356 WO E2002301 8/17/1999 $64,467.00 9/15/1999 10/31/1999 Rehab 918.6 If of&in swr pipe by HDPE lining 200 No.Spring St,Rm 355,Los Angeles.CA 90012 213/847-8565 to E2002305 $28,642.00 108 5 City of Los Angeles-Eagle Rock Area M.Grbavac Construction for City of Los Angeles 626/355-1350 WO SZC11133 $204,024.25 8/l/2000 10/31/2000 Rehab 3,371.0 If- 8",10"&12"pipe by HDPE lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 $137,981.39 109 5 City of San Diego-Sewer Group 615 Cal-Southwest for City of San Diego John Brito 619/586-9293 Swr Grp 615 $77,924.00 9/15/2000 10/31/2000 Rehab appx 1,091 If-8"swr pipe by HDPE lining 8996 Miramar Rd.,#210,San Diego,CA 92126 -$16,004.00 110 5 City of Los Angeles -LA EQ RPR U-255&U-263 M.Grbavac Construction for City of Los Angeles 626/355-1350 E2002424 to $36.064.00 8/1/2000 8/31/2000 Rehab 728':8"&336':12"swr pipe by HDPE lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 2131847-8565 E2002435 $7,013.09 111 5 City of Los Angeles-LA EQ RPR U-231 Williams Supply for City of Los Angeles 805/654-8202 E2002168 $11,055.00 1/6/2000 1/31/2000 Rehab appx 201 If of 8-in swr pipe by HDPE lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 $60.50 112 5 City of Los Angeles-Eagle Rock CSRP,Unit 3 Williams Supply for City of Los Angeles 805/654-8202 WO SZC11130 $113.775.00 2/l/2000 4/30/2000 Rehab 356-15"/497'-12"/l140'-8"swr HDPE lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 -$24,229.00 113 5 So.Inglewood-Orange Ave.Trunk Swr Extension No.2 L.A.County Sanitation District, No.5 562/699-7411 Ext#2 $131,123.00 1/5/2000 3/31/2000 Rehab appx 2,420'-101258'-8"swr pipe HDPE lining 1955 Workman Mill Road,Whittier,CA 114 5 City of Los Angeles-LA EQ RPR U-247 Vasilj-lvanko,Inc.,for City of Los Angeles 909/599-2845 $45,580.00 11/15/1999 12/31/1999 Rehab appx 1,060If of 8-in swr pipe by HDPE lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213IB47-8565 -$430.00 115 5 Chalon Road Storm Drain Repair Colich&Sons for City of L.A. 3231770-2920 $10,101.00 12/1/1999 12/31/1999 Rehab appx 74If of 12-in swr pipe by HDPE lining 200 No.Spring St,Rm 355,Las Angeles,CA 90012 213/847-8565 -$887.25 116 6 City of El Cajon-Petree St&Pierce St.Easement Bert W.Sales Inc. 619/502-7711 $176,035.00 12/l/1999 3/31/2000 Rehab appx 169'of 36"&155'of 71"x 47.'by CIPP lining 10748 Keith St,Santee,CA 92071 117 5 City of Los Angeles-LA EQ RPR U-240 Prkacin Co.for City of L.A.L 949/495.4849 EQ Rpr U240 $45,000.00 3115/2000 4/30/2000 Rehab appx 1500 If of 8-in swr pipe by HDPE lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 -$4,744.25 118 5 City of Los Angeles-LA EQ RPR U-216 Prkacin Co.for City of L.A. 949/495-4849 E2002064 to 11/9/1999 $107,634.00 11/1/2000 1/31/2001 Rehab appx 3002'-B-in by HDPE lining&add 1.244 8" 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 E2002074 $58,320.00 U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 254 1999 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID AMOUNT START COMPLETE 1999 84 5,6 L.A.Earthquake Repair SWRS U-221 M.Grbavac Construction for City of Los Angeles 626/355-1350 $39,371.00 7/31/1999 City of Los Angeles 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 $35,024.50 85 5,6 Basin III Sewer Lining Project,no.7545 City of Redondo Beach Steve Huang 310/318-0661 #7545 $69,540.00 6/30/1999 City of Redondo Beach 415 Diamond Street,Redondo Beach,CA 90277 $2.380.00 86 6 5,456 If-15"and 216 If-18"CIPP Lining Cal-Southwest for City of San Diego Jihad Sleiman 174911 $335,295.00 12/31/1999 Chollas Valley Trunk Sewer Ph.[, San Diego 1010 2nd St,Ste 500,San Diego,CA 92121 619/533-5154 -$13,416.00 87 6 3.510 If-12"and 2,574-18"CIPP Clarke Contracting for City of Santa Monica,Ca 310/542-7724 Proj.7&7A $5,000.00 12/31/1999 R r E uake Damaged Sanitary Sewer,Santa Monica 4646 Manhattan Beach BI,Lawndale,CA 90260 88 5 City of L.A.EQ U-198 W.O.#E2001957-1959,2047 Tomovich Construction for City of Los Angeles 626/443-3627 E2001957-1959 $99,684.00 7/30/1999 Mid-City area of Los Angeles P99-025 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 2047 -$226.60 89 5.6 1982 If-8"/318 If-12"1650 If-15"CIPP/12,028 If 8"HDPE City of Chino Nabil Kassih 909/627-4577 x-366 E99-79 $834,762.00 7/30/1999 City of Chino Sewer Improvements FY 1998-1999 13220 Central Ave.,Chino,CA 91710 $33.939.00 90 5 City of Buena Park City of Buena Park Chris Ludlum 714/562-3500 PO#100012 $116,879.00 7/30/1999 Lining of Existing Swr Mains 1998-1999 various 6650 Beach Blvd,Buena Park,CA 90620 $638.00 91 5 L.A.County Public Works-91 st St.Sanitary Sewers L.A.County Public Works 626/458-3118 $594,060.00 12/30/1999 Rehab appx 13,645-8-in/2,500'-15-in HDPE lining 900 So.Fremont Ave,Alhambra,CA 91803 -$77,834.54 92 5 City of Los Angeles L.A.EQ-228 Tomovich Construction for City of Los Angeles 626/443-3627 E2002148 to $144,951.00 2/28/2000 Rehab appx 4,500 If of 8"&10"HDPE lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 E2002154 93 5 City of L.A.-Slauson Ave&Hillcrest Dr. Tomovich Construction for City of Los Angeles 6261443-3627 E2000952 $20.580.00 9/30/1999 Rehab 490 If-10-in by HDPE lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 $1.124.42 94 5 City of San Clemente City of San Clemente Gary Voborsky 949/498-2533 19603 $35,392.00 8/31/1999 Boys and Girls Club Sewer Rehab 910 Calle Negocio,San Clemente,CA 92673 $41,416.00 95 5 City of Los Angeles Bridle Trail Sewer Rehab City of Los Angeles C.Bemard Galpin/Kiran Vasa 213/847-8850 E2000199 $594,060.00 12/31/1999 Rehab appx 3,871 If-8-in by HDPE lining 433 So.Spring St,Ste.600,Los Angeles,CA 90013 -$65,558.24 96 5 City of Los Angeles -NOS Vanowen St Swr Rehab City of Los Angeles C.Bemard Galpin/Kiran Vasa 213/847-8850 E2001544 $391,575.00 5/31/2000 Rehab appx 4,629 If-15-in by HDPE lining 433 So.Spring St,Ste.600,Los Angeles,CA 90013 97 5 City of Los Angeles/Broadway Sewer Rehab,Ph 1 Valley Crest Landscape Contractors for City L.A. 818/834-1000 E6000514 $105,189.00 3/31/2000 Rehab appx 1,257 ff-12"&508 If-10"HDPE lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 &E2002411 $665.00 98 6 City of Rialto City of Rialto Bruce Cluff 909/820-2530 Proj#555 $262,347.25 8/30/2000 Rehab appx 7,587 If of 8"sewer mains by CIPP lining 150 So.Palm Ave.,Rialto,CA 92376 PO#2000-0323 99 5 City of San Diego-Sewer Group 641 BRH-Garver Inc.for City of San Diego K99230C $38,875.00 12/31/2000 Rehab 500 If of 6"sewer pipe by HDPE lining $29,776.50 100 5 City of San Diego-Group 634 Swr Main Replacement Cal-Southwest for City of San Diego John Brilo 619/586-9293 K99242C $71,463.00 12/31/1999 Rehab 1,116 If of 6"and W sewer pipe by HDPE lining 8996 Miramar Rd.,#210,San Diego,CA 92126 -$3,118.40 U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 254 1998 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID AMOUNT START COMPLETE 1998 69 5 Engle&Co Metal Processors,Los Angeles Plant Engle&Co.Metal Processors Paul Segal. 213/589-8111 verbal 4/1/1998 $11,000.00 422/1998 4/23/1998 Rehab appx 205 If of 8"w/HDPE Lining 8440 So.Alameda Street,Los Angeles,CA 9"1 70 6 Vandenburg AFB,Vandenburg,CA Colich&Sons for USAF,Sgt McLaughlin 805l734-8232 x68437 #F04684-98- 6/30/1998 $760.000.00 7/6/1998 1/15/1999 Rehab appx 14,000 If of 8"to 15"CIPP 547 W.140th Street,Gardena,CA 90248 C0009 $23,822.00 71 5 Hon Industries,Los Angeles Plant Hon Industries S.Lesnil 319262-7565 verbal 4/20/1998 $16,605.00 5/18/1998 5/22/1998 Rehab appx 405 If of 8"with HDPE Lining 505 Ford Ave.,Muscatine,Io 52761 72 7 Victorville Prisons Bali Construction for Victorville Prisons 818/442-8003 PO 97018-444 $3,799.60 5/30/1998 5131/1998 CCTV appx 7,599.2 sewer line P.O.Box 3095,So.El Monte,CA 91733 73 5.6 San Diego Group 529 Rehab appx 282 If of 30"w/CIPP Dietrich Corp,for City of San Diego Ed Shoemaker 6191447-4800 Grp 529 $144,208.00 8/25/1998 5/28/1999 and rehab appx 231.6 of 6"&1,337.2'of 10"w/HDPE 1243 Greenfield Drive,Suite H,El Cajon,CA 92021 $18,195.09 74 C&S-Beacon St/Manchester cancelled 75 Ocean Trails cancelled 76 J&C Underground-misc. cancelled 77 5 City of Burbank,Ph II Williams Supply for City of Burbank 805/654-8202 $451,498.00 7/31/2000 Earthquake Repair-Damaged Sewers,Bid 993 2368 Eastman Ave.,Ste 2,Ventura,CA 93003 $827,366.34 78 5,6 City of National City Storm Drain Rehab City of National City 619/336-4200 Spec 98-3 $208,240.00 7/30/1999 Rehab 1243 National City Blvd,National City,CA 91950 -$52,886.50 79 6 704 If-18"and 282 If-24"CIPP City of San Clemente Ben Parker 949/498-2533 $273,755.00 1131/1999 Storm Drain Rehab P San Clemente,CA 910 Calle Negocio,San Clemente,CA 92673 $5,229.50 80 6 270If of 18"CIPP Harty Pipelines,Inc.for City of San Francisco 8/31/1998 $29,600.00 2/1/1999 2/2B/1999 Pine/Delancy St. #CW-121,San Francisco,CA 4085 19th Ave.,San Francisco,CA 94132 $5.956.00 81 5 Whitley Terrace G.Grbavac Construction for L.A.Public Works 626/442-2356 P98-113 $157,200.00 2/28/1999 City of Los Angeles 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 82 5 City of Burbank,Ph III,Bid no.1001 Williams Supply for City of Burbank 805/654-8202 $1,411,050.00 7/31/2000 Rehab appx 47,035 If of 8-in HDPE lining 2368 Eastman Ave.,Ste 2,Ventura,CA 93003 $445.775.67 83 5 City of Oakland 3,136 If-8"HDPE Lining D'Arcy&Harty Construction,Inc.for City of Oakland 41 518 22-52 00 C-70810 $141,750.00 10/31/1999 #C70810 Shepherd Cyn/Snake/Saroni/Robles 1300 Carroll Avenue,San Francisco,CA 94124 $6,676.00 1=sewer,2=storm drain,3=Water,5--HDPE lining,6=CIPP lining,7=CCTV or misc. Total 12 projects. Average Contract amt: $406,290.65 TOTAL 1998: $4,875,487.70 $4,875,487.70 U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 254 1997 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID AMOUNT START COMPLETE 1997 52 Seaside&Linden,Long Beach City of Long Beach-Water Dept. #703000 $18,750.00 8/31/1997 Repair Storm Drain 1800 E.Wardlow,Long Beach,Ca. 53 2,5 Wilmington U13&U14 Sewer Rehab. City of Los Angeles 2131847-6327 C-95505 $814.664.00 4/30/1998 Wilmington U16A Concrete Sewer Replacment 200 No.Spring St,Rm 355,Los Angeles,CA 90012 2131847-8565 -$27,915.00 54 3,5 City of San Diego Sewer and Water Group Job 618 City of San Diego Saeed Asked 619/627-3263 WO#172301& $979.936.00 9/1/1997 4/30/1998 Rehab appx 4,930 If of 6"&516 If of 8"w/HDPE Lining 1010 Second Ave. #500,San Diego,CA 92101 181941 -$107,731.00 55 1,5 Sewer Rehabilitation City of Compton A.Ajawara 310/605-5507 SEW/C97-004 $453,624.00 10/30/1997 4836 LF 8"and 6"HDPE pipe lining 205 South Willowbrook Ave,Compton,CA 90220. -$24,317.00 56 5 Rancho Santa Susana Community Park Sewer Improv. City of Simi Valley John Behjan 8051583-6404 PO#36079 $110,921.00 8/30/1997 Rehab appx 1,939 If of 8"with HDPE Lining 2929 Tapo Canyon Road,Simi Valley 93063 REQ#21765 -$7,874.00 57 1,5 North Harbor Unit 1 Sewer Rehabilitation City of Los Angeles 213/847-6327 #C-95606 $349,909.00 9/20/1997 4/30/1998 Rehab appx 3,718'of 6"&634'of 8"w/HDPE lining 600 S.Spring St.,Los Angeles W.O.E2000858 -$6,368.00 58 5 City of San Diego Sewer Group 645 City of San Diego- Mahmoud Origat 619/624-3262 W.O.#173101 $865,961.00 9/15/1997 3/30/1999 Rehab appx 3,718 If of 6"&appx 809 If of 8"w/HDPE Lining 9485 Aero Drive,San Diego,CA 92123 $13.925.00 59 5 Casuda Canyon Drive&Corporate Center Dr.Sewer Rehab City of Monterey Park 818/307-1346 Req 42-PU $15,810.00 10/31/1997 Rehab appx 186 If of 8-in w/HDPE Lining 320 W.Newmark Avenue,Monterey Park,CA 91754 60 5 L.A.Earthquake EQ U-206,South L.A. Colich&Sons for City of L.A. 213/770-2920 U-206 $278,500.00 2/1/1998 4/30/1998 Rehab appx 4,478 If of 8",1,534 If of 10"&133 If of 12"w/HDPE 200 No.Spring St,Rm 355,Los Angeles,CA 90012 2131847-8565 61 5 San Diego Group 622 Ortiz Corporation for the City of San Diego 619/482-4288 Bid#K98051 $49,692.00 4/1/1998 7/30/1998 Rehab appx 786 If of 6-in w/HDPE Lining P.O.Box 5574,Chula Vista,CA 91912 WO 172311 62 5 Whittier Boulevard,at al Sanitary Sewer County of L.A,Public Works Daniel Heald 626/458-3122 Cash#1955 $34,220.00 1/1/1998 1/30/1998 Cash Contract no.1955 P.O.Box 1460,Alhambra,CA 91802-1460 63 5 job cancelled $0.00 cancelled 64 5 L.A.Earthquake Repair U-215 Colich&Sons for City of L.A. 213/770-2920 U-215 $230,414.00 1/26/1998 5/30/1998 West L.A.-La Cienega 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 65 5 L.A.Earthquake Repair U-222,Sherman Oaks Tomovich&Assoc.for the City of L.A.D.P.W. 626/443-3627 U-222 2/15/1998 $57,156.00 4/10/1998 5/30/1998 Rehab appx 701 If of 8"&appx 320 If of 12"w/HDPE Lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 66 5 L.A.Earthquake Repair U-217,North LA.-Arleta Rondeau/Phelps JV for the City of LA D.P.W. 510/577-6740 E2002076-80 2/15/199B $229,914.00 4/10/1998 6/30/1998 Rehab appx 3,917 If of 8"&appx 1,308 If of 10"w/HDPE Lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 5598001 -$4,500.00 67 5 L.A.Earthquake Repair U-214,Los Feliz Area Williams Supply for City of L.A.D.P.W. 805/654-8202 E2002053-60 3/1/1998 $50,531.00 05/10/968 6/15/1998 Rehab appx 588 If of 8"&307 If of 10"w/HDPE Lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 68 5 L.A.Earthquake Repair U-195,Sunset&Western Williams Supply for the City of L.A.D.P.W. 805/654-8202 E-2001938-42 2/15/1998 $84,366.00 5119/1998 7/30/1998 Rehab appx 1,252 If of 8"&appx 359 If of 10"w/HDPE Lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 Total 16 projects. Average Contract amt: $278,724.25 TOTAL 1997: $4,459,688.00 $4,459,588.00 U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 254 1996 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID AMOUNT START COMPLETE 1996 42 5 Sewer Group 76 Suncoast Pipeline Inc.(for City of San Diego) #1045-2 $40,512.00 4/30/1997 San Diego 6643 Convoy St,San Diego,Ca. 619/495-0580 44 5 1995 Long Beach Rehabilitation City of Long Beach-Water Dept. #ND-2075 $732,918.00 9/30/1996 1800 E.Wardlow,Long Beach,Ca. 45 5 Phase V Sanitary Sewer Rehabilitation City of Palo Alto- Silvia Santos #37763 $1,774,455.00 11/30/1997 250 Hamilton Ave.Palo Alto,CA 94303 Palo Alto,Ca.94303 415/329-2471 46 5 Palos Verdes Colich&Sons(for City of Palos Verdes) $12,600.00 Emergency Repair 547 W.140th Street Gardena,Ca.90248 213/770-2920 47 5 Eagle Rods Sewer Rehabilitation City of Los Angeles 213/847-6327 $1,124,452.00 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 48 5 1995-96 Sewer Main Replacement Andes Construction(for Redwood City) Dan Mayorga $400,000.00 11/30/1996 Redwood City 5305 E.12th St.,Oakland,Ca.94601 510/536-7832 6"sewer in backyard easements 49 5 Sewer Group 72 City of San Diego-Saeed Askari 6191627-3263 $795,329.00 5/31/1997 6"&8"sewer lines in canyons 9485 Aero Drive,San Diego,CA 92123 -$63,293.00 50 5 Sewer Group 80 City of San Diego -Saeed Ashari #287256 $935,744.00 5/31/1997 6"&8"sewer lines in canyons 9485 Aero Dr.,San Diego,CA 92123 619/627-3263 $21,406.00 51 5 Swain Land Andes Construction(for City of Oakland) #C61210 $20,800.00 3/31/1997 Oakland 5305 E.12th St.,Oakland,Ca.94601 Dan Mayorga 510/536-7832 Total 9 projects. Average Contract amt: $643,880. TOTAL 1996: $5,794,923.00 $5,794,923.00 U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 254 1995 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID AMOUNT START COMPLETE 1995 25 5 Goodrich Blvd.Sanitary Sewers County of Los Angeles #CM30170 $41,462.00 1/31/1995 ACOP No.29 Commerce 900 S.Fremont,Alhambra,CA 26 5 Broadway Sewer Replacement Project City of Los Angeles 213/847-6327 #C-91185 $39,087.00 93rd&Colden 200 No.Spring St,Rm 355,Los Angeles,CA 90012 2131847-8565 27 5 Sanitary Sewer Rehab.1994 Bayshore Sanitary District $183.178.00 2/28/1995 San Mateo 36 Industrial Way,Brisbane,CA 94005 28 5 Sewer Rehab.C52230&52240 Andes Construction(for City of Oakland) $146,250.00 9/30/1996 Oakland 5305 E.12th Street,Oakland,a.94601 30 5 1994 Water&Sewer Main Replacement/Rehab Lash Construction,Inc.(for City of Santa Barbara) #95-01 $377,282.00 11/30/1995 City of Santa Barbara Public Works 721 Carpentaria St., Santa Barbara 31 5 Coated Steel Tank Continental Maritime of San Diego $9,200.00 12/31/1994 1995 Bay Front,San Diego, CA 92113 33 5 MTD Unit 1 Los Angeles Engineering $23,835.00 East Compton Creek Huntington Beach 4134 Temple City Blvd,Rosemead,CA 91770 34 5 Emergency repair City of Long Beach -Water Dept. 1800 Wardlow Rd., Long Beach 35 5 Emergency Sewer Repair City of San Gabriel PO 5476 $60,740.00 3/31/1995 San Gabriel 532 W.Mission Dr.,San Gabriel,Ca. 36 5 Request Street Manhole Rehab. Valley Sanitary District 619/347-9979 N018-95 $10.454.00 Indio 45-500 Van Buren,Indio,Ca.92201 37 5 San Jose Rehabilitation 4th Street Sani- M&G Construction(for City of San Jose) $101,545.00 12/31/1996 tary Sewer 3 Heather Way,Larkspur,CA 94939 38 5 Emergency sewer repair City of Long Beach -Water Dept. PO#67014-95 $27,900.00 5/31/1995 1800 Wardlow Rd., Long Beach 39 5 Altawood Drain County of Los Angeles Kelli Smith $84,318.00 5/31/1995 Altadena 900 So.Fremont,Alhambra,Ca. 40 5 Project C52230 Andes Construction(for City of Oakland) $299,200.00 1/31/1996 Oakland 5305 E.12th Street,Oakland,Ca.94602 41 5 Phase IV Sanitary Sewer Rehabilitation City of Palo Alto #C5074899 $1,110.719.00 8/31/1996 250 Hamilton Ave.,Palo Alto,Ca.94303 Total 15 projects. Average Contract amt:$167,678 TOTAL 1995: $2,515,170.00 $2,515,170.00 U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 254 1994 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID AMOUNT START COMPLETE 1994 12 City of San Diego-Public Works #42703 $250,000.00 Lakeside&Spring Valley Bldg.2-5555 Overland Ave. San Diego,Ca.92123 14 5 Concrete Sewer Rehabilitation City of Long Beach-Water Dept. WD-2000 $633,130.00 2/28/1995 WD 23-94 1800 Wardlow Rd., Long Beach 15 5 Sewer Group 492 City of San Diego $127,895.00 5/31/1995 City of San Diego 1010 Second Ave. #500 San Diego,Ca.92101 16 5 Sewer Group 99 El Cajon Grading (for the City of San Diego) #6601 $19,307.00 City of San Diego P.O.Box 967,Lakeside,Ca.92040 619/861-9840 17 5 Watershed 22 Trunk Upgrade Mountain Cascade,Inc. (for Central Contra Costa Sanitary Dist.) $198,750.00 Los Arabis Dr.,LaFayette 555 Exchange Court Livermore,Ca.94550 5101373-8370 18 5 8"sewer lining for County of Los Milan Grbavac Const.Co.,Inc.. $24,062.00 7/31/1994 Angeles Public Works Project P.O.Box 660219,Arcadia,Ca.91106 19 5 Sewer Main Relining SP1383 Colich&Sons(for City of Santa Monica) $307,994.50 10/31/1995 Santa Monica 547 W.140th Street,Gardena,Ca. 9024E 213/770-2920 20 5 Emergency Repair 6"sump line City of Long Beach -Water Dept. $39,000.00 10/31/1995 1800 Wardlow Rd., Long Beach 21 5 Project 13:096 Cox Construction(for Naval Air Station) #941631-1 $474,404.00 8/31/1996 Naval Air Station-San Diego 3170 Scott St.,Vista,Ca.92083 619/727-9020 22 5 Group 72A City of San Diego $237,497.00 10/31/1995 Mission Hills 1010 Second Ave. #500 San Diego,Ca.92101 23 5 Casita Way Sewer Rehabilitation J F Pacific Liners(for City of Sacramento) $10,725.00 11/30/1994 Sacramento 70 Union Way,Vacaville,Ca.95687 Line 13 manholes 24 5 #E2000397 Clyde Ave.Sewer Rehab. Mike Pdich&Sons(for City of Los Angeles) $33.495.50 12/31/1995 Geer Ave.&Homeside 200 No.Spring St,Rm 355.Los Angeles,CA 90012 213/847-8565 Total 12 projects. Average contract amt: 196,355. TOTAL 1994 $2,366,260.00 $2,356,260.00 U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 254 1993 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID AMOUNT START COMPLETE 1993 1 5 Vermont Ave. Sanitary Sewer Colich&Sons(for City of Los Angeles) $269,136.00 4/1/1993 10/30/1993 Phase II Los Angeles 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 213/770-2920 2 5 Atwater District Mainline Sewer Colich&Sons(for City of Los Angeles) $66,850.00 8/1/1993 8/31/1993 200 No.Spring St,Rm 355,Los Angeles,CA 90012 2131847-8565 213/770-2920 3 5 Sewer Rehab.&Repair National City $140,343.00 5/1/1993 10/31/1993 Proj.93-10 CIP 2013 1243 National City Blvd. National City,Ca. 4 5 Line 8"pipe F&A Dairy of Calif.Inc. Private $25,000.00 12/31/1993 691 Inyo Street(P.O.Box 578) Newman,Ca.95860 5 5 Rehab.6"sewer line Bakersfield Public Works Dept. $234,110.00 12/31/1993 Westchester Area 1501 Truxton Ave. Bakersfield,Ca.93301 805/326-3724 6 5 Second Street Bridge City of Long Beach -Water Dept. WD-1961 $85.140.00 12/31/1993 Sewer Force Main Rehabilitation 1800 Wardlow Rd. Long Beach,Ca. 7 5 East 16th Street Water Main Improve. Mesa Consolidated Water District MC 1324 $24,101.00 12/31/1993 Costa Mesa 1965 Placentia Ave. Costa Mesa,Ca.92628 8 5 High School Sewer Line Rehab. City of Grass Valley #93-24 $167.768.00 125 E.Main Street,Grass Valley,CA 95945 9 5 Wolf Creek Sewer Rehab.#9 City of Grass Valley #93-38 $223,391.50 125 E.Main Street Grass Valley,Ca.95945 11 5 Sewer Rehabilitation Tierra Construction(for City of Santa Barbara) #6111 $268,750.00 Santa Barbara P.O.Box 1719 Goleta,Ca.93116 Total 11 projects: Average contract amt: $136,781 TOTAL 1993 $1,504,589.60 $1,604,589.50 The following information must be returned with the bid Bidder's name: Southwest Pipeline and Trenchless Corp ' Bidder's address: 539 W. 140th Street Gardena, CA 90248 ' Phone number: ( 310) 329-8717 Fax number: ( 310) 329-0981 Pipeline rehabilitation process (trade name) bid: National Liner CIPP Type A ' (Choose only one per Section B- "Instructions to Bidders" #12) Manhole rehabilitation process (trade name) bid: Sadncm 160 FWUar+e+am ' Attach a letter to this sheet from the manufacturer stating that: ' 1. The installer (bidder) listed above is factory licensed and trained. Please see the attached letters. 2. SDR thickness supplied (minimum thickness SDR 35) Yes, the minimum thickness will 3. Have the ability and will supply the necessary amouRYPWrfla'terial within the construction time frame. Yes, our supplier(s) have the ability and will supply the necessary amount of materials within the construction time List of three certified laboratories that can perform the required ASTM testing. frame. Laboratory number 1: Name: Ramtech Laboratories, Inc- Address: 14104 Orange Avenue, Parmamonnt, CA Telephone number: (562) 633-4824 Contact person: ' Dave Macey Laboratory number 2: ' Name: OCM Testing Laboratory Address: 3883E Eagle Drive, Anaheim, CA 92807 ' Telephone number: (714) 630-3003 Contact person: Bruce Sauer ' Laboratory number 3: Name: ' HTS, Inc. Address: 416 Pickering Street, Houston, TX 77091 Telephone number: (713) 692-8373 ' Contact person: Larry McMichael ' C-11 1?70' NorthFrec�,vay, Suitc 59"' Houston. Te(fls 7706G S 1-874-0 t l i -) -547-1>35 �atic�nal En4�iro zch Ur����lp, L.L.C. '11 374-0,33 Fa, February 24, 2003 Re: National Liner® Certification/Qualification To Whom It May Concern.- The following is to certify and warrant compliance for the installation of Cured- In-Place Pipe (CIPP) utilizing the National Liner"' CIPP rehabilitation process. The National Liner CIPP product installed by National Liner West, a division of Southwest Pipeline and Trenchless Corp., is designed via the requirements of ASTM F- 1216 and the installed product fully exceeds all the requirements of ASTM F-1216. The National Liner CIPP product has been used to install in excess of 5,000,000 feet. National Liner West, as our authorized licensed installer, have fulfilled all necessary training requirements to be proficient in the installation of National Liner CIPP product. In summary,National EnviroTech Group L.L.C., through our licensee/installer, National Liner West, look forward to offering you a commercially acceptable CIPP rehabilitation technology we are very proud of. Regards, R M. Pavlic Director of Marketing National ®Liner' L.o_S_ ,�, 3 :+ S _ M..rca rl z':-�,3d:?� Fa:2t�•;r.9:, 3 JAJ,I "'Al Mayv0, GX2 SEJRaT Chris Scarratt Southwest Pipeline and Trenchless Corp. 539 West 140th St. Gardena, CA 90248 Dear Mr. Scarratt: Re: NATIONAL LINER CIPP FORMULATED WITH AOC L010-PPA VINYLESTER - CHEMICAL RESISTANCE TESTING W.O. SD001595 Per our September 17, 2001 letter, this CIPP system satisfied chemical resistance testing. tiVe revie'Ned your May 23, 2d02 facsimile and concur with the proposed design values. This material is useable on City of Los Angeles projects on a Trial Demonstration basis. Trade Name: National Liner CIPP Approved Use: Sanitary Sewer and Storm Drain Pipe Rehabilitation Installation: SSPWC Section 500-1.4 as modified by Standard Plan S-610 Size Range: 4"to 80" Resin: Alpha Owens Corning L010-PPA vinylester Felt tube: Polyester felt coated with 15 mils polyurethane on the face exposed to flow, from Pational Envirotech Group Llc, 12707 N. Freeway, Suite 545, Houston, TX 77060 Initial Flexural Modulus: 300,000 psi minimum 50-year Longterm Flexural Modulus: 75,000 psi minimum Initial Tensile Strength: 4,000 psi minimum If you have any questions, please call me at(213)847-8781. S' cerely, ugh S. Lee, Group Manager Design Standards and Investigations Group 650 S. Spring Street, Suite 400 Los Angeles, California 90014-1913 HSL:hl/natlnl2-wo6 cc: E. Decker, National Liner West, 539 West 140th St, Gardena, CA 90248 ' T. Gorman, Materials Control - NUS 480 W. Lawson, WCED - NI/S 538 J. Ellison, EoD D. Li, SED E. Arrington, SED AN EQUAL EMPLOYMENT OPPOR-TL'NrY -AFFIRMATTVE ACnCN EMPLOY:R SANCON ENGINEERING: INC. GENERAL ENGINEERING CONTRACTOR Tel: (714)891-2323 STATE CONTRACTORS LICENSE#731797 Fax: (714)891-2524 December 18, 2006 TO: Whom It May Concern RE: Manhole Liner and Installer Certifications This is to certify that Sancon Engineering, Inc. is the manufacturer and sole installer of Sancon 100 Polyurethane. All applicators are fully trained and have successfully completed our certified applicator training course. All applicators currently employed by Sancon Engineering, Inc. have a minimum of 5 years of experience in the application of Sancon 100 polyurethane protective coating. Sincerely, SANCON ENGINEERING,INC. (2,-2-.CD Chuck Parsons Vice President 5841 Engineer Drive Huntington Beach, CA 92649 SANCON ENGINEERING, INC. GENERAL ENGINEERING CONTRACTOR Tel: (714)891-2323 STATE CONTRACTORS LICENSE#731797 Fax:(714)891-2524 December 18,2006 TO: Whom It May Concern RE: 06-07 Sewer Rehabilitation Project, Cash Contract No. 1252 Manhole Liner Material Availability This is to certify that Sancon Engineering, Inc. is the manufacturer of Saneon 100 polyurethane protective coating. We do hereby certify that all necessary material for the manhole lining portion of the above referenced project can be delivered to support meeting the 230 working day completion time for this project. Sincerely SANCON NGNEERING, INC. Bob Hollingsworth Secretary 5841 Engineer Drive Hutitington Beach, CA 92649 Cured-In-Place Pipe(CIPP)Wall Thickness Design and Hydraulic Capacity Calculations Project:Huntington Beach Location: Owner: Line Segment(s):All 1('Linea Q4liDnAssuMilli ns. E==Sheded cob are user-defneo Cord l on or host pipe FD PD=partially deleriaated,FD=My deteriorated Inside diameter of host pipe on) D= 10 OvelIh'of host pipe(%) 4' DMA value!s2%;range=0%-10% Slope or host pipe(fflft) 6■ ams— Hog pipe Manning's reuglmese(dirnensicnless) A■ 0.015 varies from 0.013-0.030(dependent on exisiing pipe material,geonret y,dameler and condition) CIPP Menrng%roughness(dimensionless) M■ OA10 varieshom0.OD9.0.013 Constrained soil modulus of native soil in I s pipe zone(poi) is..= 1000 See table below lorrecarena ded values From Table 5.6 Cohesive fie 6MMAarNesimsods Unconfined cam M. ?�rtiyt1 . strength BloaLNB(pwASM (4.1 Doseriptlan Deertp6on tensld kPa pal ILPa k >0-1 base > - . 25 0-13 very,M soil 6D 1-2 loose 0 -D. 13-25 soft OF 1.4 fI �J® 2-4 0.25-0. 25- soft 700 4.8 ��"r 1 tfP 1 4-8 lime 0.50-1.0 10D rrredum 1,500 10.3 1 8-15 1.D-2o 10D-2OD dff 3 20.7 EXF 06130%6 1 15-30 act 20-4. 200- Gaff 5,OW 30-50 dense 40-6.0 400- herd 10000 69.0 r'b dense > > V"ram CfVIL Flenoral nnodulus d dty of EelasA CIPP.lnifteY(psi) E= 000 MfrNranm value is 250,000 psi perASTM F1216 Long-term retention of mechanical properties 50% Default value Is 50% Flannel modulus of elwldty ofCIPP,Wrg4wm(%(pd) Ft. 150,000 De@emined torn loWerm retention% Design safety factor N= 2 Do"value is 20 UMtweightdsoil(pef) 3..i 120 ApphestoMydelerlarataddesignof" 1� Unti weight of water(pd) 8„■ 624 Depth of corer(it) H■ Measured torn grand Raises to top Of pie Height of 9-ndweter(it) H.■ 7.0 Measured atom top of pips_NeLw.N watertabk is belowtop of plp%ups a negative nurnbarl Internal vacuum pressure(pall P.. 0.0 Default value Is 0 Interns!pressure(psi) P■ 0.0 Pressure pipe aplikallo ns only!If no pressure,Input 0 Diameter of hole or opening in or"pipe wall(in) d■ 0.0 Pressure pipe applications only!If noprssre,Input 0 Prson's ratio orCIPP v= 0. Average value for OPP per ASTMF1216 Flemft Gtrerip of CIPP,lit dl(psi) a,= 4,3100 Minimum value is 4.500 psi perASTM F1216 Flmrurd Wenglh dCIPP,W*Imm(Pea!) eL= 2,250 Deiainnined Aom longterm retention% Towne Gtrwvm of CIPP,pilot(psi) or= 4000 Pressure pipe appNeallors aryl Tensile strength of CIPP,brig-term(psi) on= 1,500 Determined from long-term retenlio n% Fi rucemeN beta(dmerLaades) K■ 7.0 Mininam value reoanmerded per ASTM F1216 Surface rive loading condition OQO H2O,E80 or airport H2O Calculations(Hishway Leach) Mpad factor for traffic load(dmenolaies) 4' 1.0 From AASHTO Standard SPearkofbns fcrhVhway Brldgm 1291 Edition DistiMled bad am over pipe at depla H(111) ALL= 517.4 See table and figures below Total applied surface wheel bad(lb) Pus= 000 Based an critical Wedng card pastion(see tads below) H2O live Iced transferred to pipe at depth H Dom) v.= 0.6 wL=(P-44144-Ail Condition Kit P,Ws Au, 1 1 H<1.33 16, 0. + .7 1. +1. H 2 1.335H-4.1 0. +1.75 +1.75H 5 H I 45,0W + +1. '..aAJr LYfw/Lo,J AM YLn.rl Leal A..■ f➢� - W,wi Lwr A,r 'MMn�l.N A..■ !6 °.Ly "�f rt i �.T WhM La.d Anw S� H A ... S •'MSS, , � lyo,` AM - 5 Sondbm t.Dimbuuled Load Are-Snya Dual Wimel condition 2.DlWhMd two Ma-Two H2O Traga Passing Condkn3.ill atbLaed LaadArea-ARamat,lords M Prssing aside 690 CakukAwm IRaihwav Losdsl E80 We Iced trarrsfered to pipe at depth H(psi) w,,■ 0.00 from graph below EDO Lis Loads on Pipe Installed Under Railroads (From Cwrneb Pipe Harxibook50Edition) o oeeo ggo000 gg og Qo00 $ oRU $g g$o $REA S o o o$,0D0Ib pvr 40 O tY N N Oa4i G 0 0 N N-- S e $a$@ `DI v,u,v,� mmm uo our e,tin ft 30I -5 a $ a 20 {, r - i to 8' 5'5'S' 9' 5'6'5' 9 8'575 5' 9'5'8 8 i o 0 10 20 30 Figure 4.30. Spacing of Wheel Load$Per Axle Wr 6 Wit Load(pd) Cooper E e0 IDesign Loading. National Liner(Design Template 1 vtnrmos OPP Design Coles Huntington Bead,-12-10-M Momus or elasticity of concrete(psi) E.■ 4,001000 defa It value Is 4,000,000 PoissarTsraloofcorlaee(dknelsladess) p. 0 d~vahmisO.15 CALIFORNIA REARING RATIO,COR Modulus of sbglade reaction MM 3) k■ 250 see ad'card Figure a f u 0 40 so r BB Thidates$Of concrete pavement(in) It■ t2 Depth ofcwer,top of pipe lo bottom of slob(R) H= .0 UNIFIED SOIL CLASSIFICATION Hortranted distance from pipe cenlarMe(n) X■ 0 aakmhed-0(worst case) Cmp of F.1l U.S.Army and Eh' U.S.Butau of Ralamtine Rodus Of sli fness of the rigd pmernerd(R) R,. 3.27 R,= 1 Eh s 1 p i W1eel bed(Ibe) Pu,.® AASHTO SOIL CLASSIFICATION WmIll-cese loading srermdo Fs far 2loads apeced OARS apart and is calc fated below. Feae a NplwwY Aem1 n4ir.non For alternate loading;conditions,see Oonmb Pipe Handbook SM Edgm Pressure CoeRklard(C)for XMs=0 2 leak 0.8 Rs roam eleeP FEDERAL AVIATION AGENCY 04 025 Soil Cbw4iolirn j axk of p� iLa ------------- 02 14 0.1S _ �RESISTANCE VALUE,R 01aOn ULUS OF SUBGRAOE REACTION,k pi p.inch BIDS W%: 2.756 j BEARING VALUE.pr) 0 memew ate . .�,#. " C= 0.074 13 .dr plate,0.I+n.dorhectian) G TT 0 2 4 e B f0 j CALIFORNIA REARING RATIO,CBR Nrtte Airport Rve bad Vanslarred tD pipe at depth H(psi) rMw■ -00-0-1 w,,,=CPW WAR Thkknow Delon Partially Dslerioraed 6 eavilyPipeCondiNah _ 1-q/100 a Ovalttyreductlon factor(dmehsoriess) Cs 0® C-([1+q/100P, External hydrostatic pressure from q ualdwater(pi) Pam. 3.39 Pw=yw(H.+0112Y144 Miruimum Ilvd ss respired,hydrostatic buddn8 t':j 0.15 m 4- 0 ASTM F1216,Equation X1 A 3.81 min 2'K' C: )+1 ([F?FN4lPt,+FJ Msimunitddamssrequired,ovetity check ts■ 0.10 In 1.5--!-I1+1.I-SDR�-OS-I1+i�l•SDR-N=0 2.42 min / lull // ASTM F1216,Equation X1.2 sm. 105 N P=0,dealt SDR=10D Cuadreft factor a for E4 X1.2 a- 0.0306 used to a"for WRz and 12: b= -0.510 c= M1.4239 Frgy Doftdoratad OravftyPipe CmxVdon Tote)We Mad bansfared to on a depth H(psi)= W,= 0.64 From We bad moans Water buoyancy factor(dimensionless) R.■ 0.77 R,=1-0.33(H,JFt)(min.value=0.57) AMg IF H„<0,use H.■0 An this calculation TOM external pressure on ppe(psi) ch. 10.45 qt=0.433H,+S^,1144+W, McLm H H,m,use H.■0In tide Calculation Codkie t of elastic support(l,ro) I3• ND45 9'=1Ki+4e4 n Mkirmrn thltleuess required,LusdFds buddkhg equ®Oon b• 0.19 in (.N)Z'D''12 '■ ASTM F1215,Equation X1.3 4.78 HIM t= 32.R,,B•-M,,,,k Movement Bldmass requked,pipe gArness 4■ 0.t5 In ■ 3.94 mm 1=04EO0.0012)m ASTM F1216,Equelon X1.4 PardaNyDeeerbraled Pressure Pipe CarFWdon Minimum tliolmess required to wit hsMrFd Internal pressure f.,= 0.00 in t==DNT(DM)`i5.�LiPNN�"+1) ASTM F1216,Equation X1.6 th In spalmkhg across any holes In e orignal pipe wall = 0.00 If OID s 1.8&(t,,,/D ,finer Is in WT Tanslon or hoop s� 1.83&0).. 0.00 and BAy deteriorated pressure pipe cm=m applies(ASTM F1216,EWN ion X1.5) Minlmum tlddmess required by desW dhe& t■I■ 0.00 in 0.00 min FuNy DellMarallad Prom"Pipe ConMorF = Warm tidiness required to withstand allWWW t.R• O. in t.x=Dh((2'aa/tK1)*2) ASTM F1216,Equation X1.7 beds and the tiii irttarnel pressure 0-OD mm Cl°P WON Tkk.Anom Delon Surefna►r Host pipe condition Fully Deferbrated CIPP end use appOcMm Grwmv Flaw CIPP outside diameer(host pipe khslde damehar) D• In Mlnlmhan CIPP l ldmess calculated tour,. 0.19 In greatest value calculated Rom ASTM F1216 Equations X1.1,X1.s,Xi and X1.4(gra),ity 4.78 min Bow)or greallest of X1.1,X1.2,X1.3,X1.4 and X1.7(presage p1pe) Mkirtwm CIPP thidaressreoarunaMad low= 0.19 in Based on a mandmun SDR=100 . min Nom nal CIPP ftelmess to be supplied tow= mm Rounded up to the nearest 1.5 ran to reflect slanded CIPP Bhidmesses aA)pNed SDRuA■ 42 SDR=DR Maxirrarn recommarded SDR for CIPP is 100 per ASTM M216 NeRarol Liner DesW Template 10102" Cl PP Da ftn Celcs H K&Ctan Beach-12-10-06 ae ��i2 t • �� �� �' � ����� B pD??P A A N � � yO� WOW m i V� U O x £� fn �$� 6... a Q Npb OI Cured-In-Place Pipe(CIPP)Wall Thickness Design and Hydraulic Capacity Calculations Project: Huntington Beach Location: Owner: Line Segment(s):All 8'Lkhes Poskow AssufbOws: Shaded ods are user-deEned Condition d host pipe FD PD=partially deteriorated,FD=Alt deteriorated Inside diameter of had pipe(In) D. s Ovafry d host pipe(%) q. 2 Default value is 2%;range=0%-10% Slope d host pipe PM s s 0. Hoer[pipe Mamtng's rcuglmese(dinfendatless) 1%. 0.015 vwW from 0.013-0.030(dependent on e)dsdng pipe material.geometry diameter and condition) CIPP Menring%roughness(dimensionless) nr= oAt0 vadesOcm0.00S0.013 Cortst a!ned sod modulus of native sot in the pipe zone(psi) a.• 1,000 See table below for recommended values From Cohesive Naahe In Ggmlar Native soft Unconfined canpressive Mom, - (90) Dakription Bkwdft(CAM Dsscr"on torrid Irlt Pet kips ,r >0-1 base > - .1 0- 3 0. 1-2 very loose 0.125-0 13-25 very soft 2DO 1.4 2-4 0 - .50 25-50 soft 4.8 Y� 4-8 loose 0.50-1.0 50-1W medium 7,300 10.3 �r 8-15 1A-20 100-20D old/ 3ODO 2D.7 v 1 -30 act 2 -4.0 �0 strt 5 34.5 CA, 30-50 dertse 4.0-6.0 4ao-Wo hhald 10,000 69.0 > dense > > CJ€ Flerturd modulus of EeMsldty d CIPP,litel(poi) E• Minimum value Is 250,OD0 psi perASTM F1216 Long4erm r W4=of mKNuftd properties(%) Default value is 50% �.y Ruud modulus of elasticity of CIPP,to g4enn(psi) EL• 150,000 Determined from to g4erm retention% Design safety factor N• 2 Default value Is 20 Lk*wefgfttdsod(pd) a.• 120 AppfestOMydelselaakd designs u>nly Unit weight d water(pd) tiv• 624 Depth d cover(t) N• 10 Mewed Aom pond surface to fop of pipe Height of grcurdwaler(it) t4= 7.0 Meaased from foP d pie;I g If water tit!a bdowvtop of Pipe,Input a negative nunbed Internal Vacuum pressure(psi) P.• 0.0 Detarit value Is 0 Internal pressure(psi) P• 0.0 Pr,rasure pipe applications sty!If no preaerre,"0 Diameter of hole or opening in ad"pipe wad(m) d s 0.0 Pressure pie applications only!If no pressure,"0 Poisson'sraAoo(CIPP v. 0.30 Average value for CJPP per ASTM F1216 Reard strength dCIPP,Initial(psi) a,: 4,W Minimum value Is 4,5W psi perASTM F1216 Flexural strength d CIPP,long-term(psi) aL. 2,250 Determined tom long term!atertdon% Tensile strength of CIPP,WU(psi) UT. &W Pressure pipe applications only! Tends,strength of CIPP,lag-tenm(pet) oTL•III 1,50D Determined Aar lag-term retention% Enlencemet factor(dimensiadess) K=1 7.0 Minimum value recomm, , perASTMF1216 SUtaee live loading condition HOD H2O,E80 or airport H2O Cakukdom(Nfahea,Laedaf Impact factor fortretdc load(dimensionless) lr. 1.0 From AAS)fTO SYldald S)aec kOws ibrWNW&idgas 12M EdMW Distributed load area over pipe at depth H(ft') ALL= 517.4 See table and fgures below Total applied surface wheel hood Ob) PL.• 48 000 Based on offal loading configuradon(see tee below) H2O III load sanderred to pipe at depth H(Pa) WL„' 0.6 wL=(P'4)l144-AL) critical urallons for H20-loads r Condition H ft Pr bs Au,fr f H<1. 1 +1. 1. +1. 1.33SK<4.101 5. +1. 5 M 1 45,0W 114.113+ + epl y...., wi.+,«a A,M o WnM L-A,ea ��\ar op n. q . \bi . ,.i \ � `Q\,., \ . ',Oh.+ O" T '�•llJl \y1 m9J - Q„nibuNM L..A,. I�SMry -A.r4urM L.d Ar. h- condition 1.01"i fif LGWAra-Singe OW Meet Condlim 2.Disrbubd Load Area-hw N20 TMdO Panels Ste.Olbbeled Lad Ares-Memde Leads In Pm tMode FAO Wa load tra,Ws. d to pipe at depth H(psi) wwLa. 0.00 from graph below !Bug Live Loads on Pyoe tnstNed Under RaNroads QQ gg RUB(From(�onas fterHandfook,&hEdition) $ o�d�o ZS S�a o SSA$ 8 MCM o 8,000 lb per 40 a aQisau `vnvivZ' 8266 LNou�iv�i,n'i,fnft a 20 4. S 10 � 8' S'S'5' 9' 5'6'S' 8' 8'5'5'5' 9'5'6'S'S' 0 0 10 20 30 Figure 4.30. Spacing of Wheel Wads Per Axle 10r 8 UnN Load filial) Cooper E 90 Design Loading, Nafonal LxW Design Template 12110tM CIPP Design Cdcs Ruffngion Beath-12-104M Airport Loads Modulus of elasticity of cmade(psi) E.= 4,txt J OW default value is 4,000,000 Poisson'srafoof concrete(dirnfpe.nid.ardess) P■ 0.15 defeult value is0.15 CALIFORNIA REARING RATIO,CBR Modulus Ofaftrede r�on QtUin 9) k■ 250 see"'Oem figure3 4 5 A T 8 910 IS 10 25 30 /0 so Go 7000 1 Thkianess of Iwrnaele pavemerd(M) h■ 12 Depth of cover,top 0l Pipe b bolrom of slab(It) H■ UNIFIED SOIL CLASSIFICATION Hodzonlal distance from pipe oeninkm(e) x. 0 aaRRned=0(worst case) Corps el Enoi-u.S.Ar■N anti Radus of stiffness or the dpd pavernerd(it) R.■ 3.27 Eh' U.S.6orau of RlcllmlL or Wreel IDed(bs) Pu■ � AASHTO SOIL CLASSIFICATION Mrs4-case loading scenario Is for 2loads spaced 0.8R,apart and Is CalgJbtad below. FadMi NielnrlY AeminKrretian _For alternate loading conditions,see Conciale Pipe Handbook 6th Edition ! Pressure CaeRtOterd(C)fo,Me 0 2laam0.9 Rs, FEDERAL AVIATION AGENCY ■Oar1 rorp - Soil ck-oialim 1 025 nk of PWFJ 02 .. ,.. ! 015 ,- __ RESISTANCE VALUE,R cat z P g 4 G�" „ ..: -_.-_. • JD .o ' ro s r w ee' u . 01 MODULUS OF SUBC RAGE REACTIOR•k,px pn me, i ft IN ee0 Ne e0e MO 4011. OA5 Wits■ 2.756 i I ' BEARING VALUE,psi - 1 C■ 0.074 ! i30-m.d'en■te,pllte,O.I:_.dollgronl c. .t.,.. ,e ao w -� 0 10241 0 2 4 a a 10 CALIFORNIA BEARING RATIO.CBR i141! ; r i e w a m u sage Nrpod live load traalrred to pipe at depth H(psi) V`1A■ O.lx) W.=CP/R.` Wall'[,rkbtrnass Dsslan Partially Dtlarioratad Gravity Plpe Condition a 1-gf100 Ovality reduction factor(dimensiaiess) C= 0.84 C- [1+gi100]d External hydrostatic Prasm-/bm groundwater(list) P.• 3.32 P.,1.(H +0112y144 MximumtkW-s+eciuM,llydrosWkbuddung to■ 0.12 in R- 0 ASTM F1216,Equation Xl.1 3.02 mm 2.K.EL-C +t Mirimumlhidmass;required,watihrcheck &■ 1,g2 In mm 1.5--!--(1+1q).SORT-O.5•(1+1�I_SDR-- ASTM F1216,EquatianXl.2 SDtte■ 106 8 P.=0,defaut SOR=100 ` // Cluadaticladors for EgX1.2 a 0.0306 used to salve for SDRd and t2: b= -0.510 c=-338.6288 FuNy Do--rated GravNY Pipe Condition TOM five road transferred b pipe at depth H(psi)= W.= 0.64 From live load calculations VWter buoyancy factor(dRnenefordesa) R■ 0.77 R.=1-0.33(H Ai)(min.value=0.67) Note:If H.<%Lae K,■01n Oft cdc btfim Tom extend pressure on Poe(Pat) q,■ 10.37 q,=0.4331-6+5.W.1144+V14 NM N H.O.wa H.■01n this calculation Coefllderddelasek support(in�) Er 0.3D4 EP=1K1+4e-an I `' 1l9 Minimum VkWess required,Lus&iWs budlfing equation is■ 0.15 in \a�NJ D° 12 ASTM F1216,Equation X1.3 3.81 mm t 32R. B-M,,,•E� M Vmxn Ndmecs required,pipe sllhlers t,■ 0.12 In ■ 3.15 Imm t=C1KE10.093.12)'n ASTM F1216.EWaacn X1.4 PareaXy Deaedmaaad Pmmm Pipe Condlebn mkkm ntkmesslegliredl0wiY1swdbdanwjmw " trr■ 0.00 In I,=Dq((D1d)`-(5.33a,,/PNM"+1) ASTM F1216,Egialm X1.6 In spanning across any toles In the cdgnal pipe waft dID■ O.OD tf dID s 1.83•1[tp,0r,owls bring Bandon or troop drOSS IIA3(WD)re■ 0.00 and fufiy deW,mil pressure pipe oordition applies(ASTM F1216,Equation X1.5) Minimum lhicianess required by design dledc true■ 0.00 in 0.00 mm Futiy Deserhmsed Rem"Pipe CorNYYrn ■ MnMwm lidmess required b withala d allaKMmW tp■ O.OD In tart=D/((2'aniPN)* ASTM F1216,Equation X1.7 loads and the full internal pressure 0.00 Ran CBPP Wag Thickness,Dean Summary Host pipe condition Fully Dataiomled CIPP and use application HOW CIPP wfsidedianeter(host pipe inside diameter) D■ In Minimum CIPP lhidviess calculated t.■,■ 0.15 in G;reded value calculated from ASTM F1216 EQUBtione X7.1,X1.2,X1.3 and X1.4(gravity 3.81 rem low)or geateat0f Xl.l,X12,X1.3,X1.4 and X1.7(pressure pipe) Minimum(3PP thickness recommaded t.m■ 0.15 in Based on a me>amum SOR=100 mm Nonwmd CIPP tddmess to be supplied taw= rem Rounded up tithe nearest 1.5 mn 10 relled sad CIPP 1 idslesses supPlfed sciRe■r= 45 SDR=D R Mwdmum mmnmended SDR for CIPP Is 10D per ASTM F1216 National Liner Design Template 112110006 CIPP Design Calm FBmtington Beads-12-10-M Hv~10 CafoulaGOM aPP h"diameha(In) 4• 7.6 Flaw area of host pipe(E2) A,• 0.35 Flow area of CIPP(ft) A,- 0.32 Opacity Of host pipe(d's) 4- 0.57 Q=1.48&A"R-3"`(MwmkO Equamon) Capadly of C IPP(M) 4- 0.76 where R =hydadc radius=0l4 for pipe flowing full %irweassbecrease In Fbw Cape* aQ Na§mW Uner Design Tsmplahe 12f102006 C3PP Design Cdcs MR&Oon Beach-12-10.06 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-1735, Fax (714) 374-1573 ADDENDUM NUMBER ONE For 06-07 SEWER REHABILITATION PROJECT, CC-1252 November 23, 2006 Notice To All Bidders: Please note the following clarification to the Project Plans, Specifications, and Technical Provisions: Sewer Reaches 1-503-1-510, and their associated quantities in bid schedule, portrayed in Sheet 8 of the Project Location Maps will be deleted from the Contract Documents and Specifications for the 05-07 Sewer Rehabilitation Project. The bid schedule and Sheet 8 shall be replaced by the following attached documents: 1) REVISED BID SCHEDULE IN SECTION C FOR THE 06-07 SEWER REHABILITATION PROJECT 2) REVISED SHEET 8 OF THE PROJECT LOCATION MAP Bidders shall submit SECTION C with the revised bid schedule. This is to acknowledge receipt and review of Addendum Number One;dated No n r 23 006. SatthW,SJ PipejiM aidTMICIAIMS rMb. Company Namd By Chris D- Sccr,I"YR*, P1'E'SidertF Deceminer- l t r 2.000 Date All bidders must acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Douglas Erdman at(714)374-1735. This is to acknowledge receipt and review of Addendum Number Two,dated De er Company Namd sr Chris D. Scoxrmifo l bece *cr 111 200(0 Date All bidders must acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Douglas Erdman at(714)374-1735. 4, ie CITY OF HUNTINGTON BEACH re 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK JOAN L. FLYNN CITY CLERK February 23, 2007 Repipe - California 5525 E. Gibraltar St. Ontario, CA 91764 RE:CC-1252—06-07 Sewer Rehabilitation Project Enclosed please find your original bid bond for CC-1252. Sincerely, Joan L. Flynn City Clerk J F:pe enclosure g:/followup/cashcont/retu rnbidbond.doc procedure#13 (Telephone:714-536-5227) QEPIPE-CALIFORNIA 5525 E. Gibraltar St. Ontario, CA 91764 r- enti rTj rr t' rT r, . 4-, "SEALED BID" for the 06-07 SEWER REHABILITATION PROJECT CASH CONTRACT No.1252 CITY OF HUNPINGTON BEACH-DO NOT OPEN WITH REGULAR MAIL TO: City of Huntington Beach Office of the City Clerk Second Floor City Hall 2000 Main Street BID DATE: Tuesday December 19,2006 @ 2:00 pm WTI P ,.�.,m., ".: �. � . . THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, that we RePipe-California, Inc., 5525 E. Gibraltar Street, Ontario, CA 91764 (Here insert full name and address or legal title of Contractor) as Principal, hereinafter called the Principal, and Arch Insurance Company (Here insert full name and address or legal title of Surety) a corporation duly organized under the laws of the State of Missouri as Surety, hereinafter called the Surety, are held and firmly bound unto City of Huntington Beach, California (Here insert full name and address or legal title of Owner) as Obligee, hereinafter called the Obligee, in the sum of Ten Percent of Amount Bid Dollars ($ 10% ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for 06-07 Sewer Rehabilitation Project Cash Contract No. 1252, Huntington Beach, CA (Here insert full name,address and description of project) NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such contract and for the prompt payment of labor and material furnished in the prosecution thereof,or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid,then this obligation shall be null and void,otherwise to remain in full force and effect. Galifo `.� 0. . r7j ': Signed and sealed this 19th da of December 20 06 .......... 9 y SEAL O = RePi a-Calif nia, Inc. 2002� (Wi ess) mii.M% A,6404WAVA (Title) vice paasfovil,r Arch Insurance Company urety) (Seal) Witness) I J n Dombrowski, Attorney-in-Fact 07 AIA DOCUMENT A310 • BID BOND -AIA® • FEBRUARY 1970 ED•THE AMERICAN INSTITUTE OF ARCHITECTS,1735 N.Y.AVE.,N.W.,WASHINGTON.D.C.20006 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ss. County off On 1;2 -/J'd 4 before me, Date Name and Tide of Officer(e. Jane Doe,Notary Publtc-) personally appeared 4 , Name(s)of Signer(s) ❑personally known to me L roved to me on the basis of satisfactory evidence to be the person '] whose name(,8'j is/ae'subscribed R.ROACH to the within instrument and acknowledged to me that commission#1422053 he/s4oAlapy executed the same in his/herAtrefr Notaryp Public-California authorized ca aci Son Bernardino county ty{jps'J, and that by his/herfthreir Comm.Expires Jun 3,2007 signatures$'] on the instrument the personae, or the entity upon behalf of which the person acted, executed the instrument. WITNESS my hand and official seal. Place Notary Seal Above �� Signature of Notary Public OPTIONAL Though the information below is not required by law,it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s)Other Than Named Above: Capacity(ies)Claimed by Signer(s) Signer's Name: Signer's Name: ❑ Individual ❑ Individual ❑ Corporate Officer—Title(s): ❑ Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑ General ❑ Partner—❑ Limited ❑ General _ El Attorney in Fact • • y Top of thumb here ❑ Attorney in Fact ❑ Trustee ❑ Trustee Top of thumb here ❑ Guardian or Conservator ❑ Guardian or Conservator ❑ Other: ❑ Other: Signer Is Representing: Signer Is Representing: 0 2004 National Notary Association•9350 De Soto Ave.,P.O.Box 2402•Chatsworth,CA 91313-2402 Item No.5907 Reorder:Call Toll-Free 1-800-876-6827 POWER OF ATTORNEY Know All Men By These Presents: That the Arch insurance Company, a corporation organized and existing under the laws of the State of Missouri, having its principal office in Kansas City, Missouri (hereinafter referred to as the"Company") does hereby appoint Russell M. Canterbury, John B. O'Keefe, Joann Dombrowski, Cindy Guyette, Victoria P. Jovino and Marion R. Vail of Hartford, CT(EACH) its true and lawful Attorney(s)-in-fact, to make, execute, seal, and deliver from the date of issuance of this power for and on its behalf as surety, and as its act and deed: Any and all bonds and undertakings EXCEPTION: NO AUTHORITY is granted to make, execute, seal and deliver bonds or undertakings that guarantee the payment or collection of any promissory note, check, draft or letter of credit. This authority does not permit the same obligation to be split into two or more bonds in order to bring each such bond within the dollar limit of authority as set forth herein. The Company may revoke this appointment at any time_ The execution of such bonds and undertakings in pursuance of these presents shall be as binding upon the said Company as fully and amply to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at its principal office in Kansas City, Missouri. This Power of Attorney is executed by authority of resolutions adopted by unanimous consent of the Board of Directors of the Company on March 3, 2003, true and accurate copies of which are hereinafter set forth and are hereby certified to by the undersigned Secretary as being in full force and effect: 'VOTED, That the Chairman of the Board, the President, or any Vice President, or their appointees designated in writing and filed with the Secretary, or the Secretary shall have the power and authority to appoint agents and attorneys-in-fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings, obligatory in the nature thereof, and any such officers of the Company may appoint agents for acceptance of process." This Power of Attorney is signed, seated and certified by facsimile under and by authority of the following resolution adopted by the unanimous consent of the Board of Directors of the Company on March 3, 2003: VOTED, That the signature of the Chairman of the Board, the President, or any Vice President, or their appointees designated in writing and filed with the Secretary, and the signature of the Secretary, the seal of the Company, and certifications by the Secretary, may be affixed by facsimile on any power of attorney or bond executed pursuant to the resolution adopted by the Board of Directors on March 3, 2003, and any such power so executed, sealed and certified with respect to any bond or undertaking to which it is attached, shall continue to be valid and binding upon the Company. OOMLOO13 00 03 03 Page 1 of 2 Printed In U.S.A. State of Connecticut } } County of Hartford } On this 19th day of December 2006 before me personally appeared Joann Dombrowski To me known, who being by me duly sworn did depose and say that he/she is the Attorney-in-Fact of Arch Insurance Company The corporation described in and which executed the above instrument; that he/she knows the seal of said corporation,and that he/she signed his/her name thereto by like order. Marion R.Vail Notary Public Commission Expires:November 30, 2010 SECTION C PROPOSAL for the 06-07 SEWER REHABILITATION PROJECT CASH CONTRACT No. 1252 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 230 working days, including material delivery, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY's notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY's option, be considered null and void. Accompanying this proposal of bid, find RioiDEes BOND in the amount of$ 1O$A*W,-W&u which said amount is not less than 10% ofthe 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", as the case may be). Bidder shall signify receipt of all Addenda here, if any: Addenda No. Date Received BidderX Signature 11-23- 0Le Z 12- 8- o[o 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 and the portion of the work to be done by such subcontractor. Portion Name and Address of Subcontractor State License Class of Work Number �LCArif-A&/ ADVAriceo S6W62 TECNNoI-06/65 CCTV C1617 6RALIL.STa66T LOsAm&c&@s 6A 90039 So3438 A e-ACA-VAr►om/ /Ci&uf/ co.-Y50WIA-1, JAc. �Nr ,LSaAI&S 28441 eoAaOENA AV6. S'W%XC. H4.4, CA 9o7SS 73 823ly A �►gArNNOIrE /JAT�oNA.i GW^1r1#vb t L/N/N(, C. A" REK08it.�rq 21158S Sat—& sr.sversL LAkf I&SI"4E eitWSM 88643o c-33 By submission of this proposal, the Bidder certifies: 1. That they are 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 I NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of Orange A4Aek /4eurtir&Nn/ , being first duly sworn, deposes and says that he or she is Vic-E p*eTste6mr of ReA t - C.aarFoeN,A, rive. 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. Re p�roe- Ca4rCo6NrAr iNG. Name of Bidder Signature of Bidder Al WL/JeV*9AnN- v.P. SSZSE• 6I14IEA4TAe ST,2fer 0&rAmoo CA 917&&/ Address of Bidder Subscribed and sworn to before me this day of EL'r:l3�E', 2004. R.ROACH Commission#1422083 Notary Public-California • San Bernardino County My Comm.Expires Jun 3,2007 NOTARY PUBLIC NOTARY SEAL 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 06-07 SEWER REHABILITATION PROJECT; CC-1252, (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 perfonned 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. RE Pipe- CA&IFoe.NIA, iNG. Contractor BY M�&k- Et��ArnJ yic.c pretFstnENr Title Date: bec. Is, 2.00te C-5 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, 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 XNo 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. RE Pipe- CA&I FOAr4tAl &IC. Contractor By Mq#-k 4Cvw%A.nvn1 )/lc.E pgostoefir Title Date: DEG. I S Zop(o C-7 UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-422-4133 a minimum of two working days before scheduled excavation. Dig Alert Identification Number: Contractor By Title Date: Note: : This form is required for every Dig Alert Identification Number issued by U.S.A. during the course of the Work. Additional forms may be obtained from the AGENCY upon request. C-8 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: RE PipE- CAGIFot.NiA- 11VC. Bidder Name S5ZS E. G iBreAG%AA QT�6ET Business Address 0NrA&i0 74 y City, State Zip ( 9 01 ) Z 91 - 4050 Telephone Number 914 303 Ac State Contractor's License No. and Class 1 102 Original Date Issued 10131106 Expiration Date The work site was inspected by D A4 AC,Goy of our office on Dec 5 s (.Q , 200 6. The following are persons, firms, and corporations having a principal interest in this proposal: ROSE&T J eemArJ —pQa-snoyivT 12EP E- CALiF.+�r�A, iNG, ARnauit s. Fe aP-60LtA V/c.e PAFsf VVr '.kATHy �3oi2EN - 1/P_ .--)teAsv*r9/SEc,e€ra9y ACNAIEt. Co. rV"GR - ✓LCE Pj0dM14Eiv7- _.,.!AwtE5 P. I<EArny&- ✓i,,c Poeesia yr 9t it t� t� DO&.4 M)40-65— Assr. C-9 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. RE ReC- G,401Fo�e-1U1a, /NG, Company ame Si ature oh3idder M AA1- 46 u F"omrj — (/Ice Ates 1DEiu T Printed or Typed Signature Subscribed and sworn to before me this---/-�5 day of DjEcl—m"-;C2001a . R.ROACH Commission#1422083 z Omy Notary Public-California San Bernardino County NOTARY PUBLIC Comm.Expires Jun 3,2007 O R AL Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past two years: 1. G+T 1 of 1`Ofe�eaiJCX 3031 Tore *VCC e&-VD, j O AANCC c A 90S03 Name and Address of Public Agency Name and Telephone No. of Project Manager: SPwol coH&Al ( 310) 418-3057 A&5&1 V 77.DO /0, 12 Aw16 I01-fr#4#I Afdl & APRl1i 2004 Contract Amount Type of Work Date Completed 2. G lt, eF Los ANGycr-S I I if R S. i?A0A0 W A" Lo-T Ar4&rtx5 CA 9o0/y Name and Address of Public Agency Name and Telephone No. of Project Manager: 2FTE ki4A&- AHMEB (213, 48S-587S, r 383 g 3o.oo LiNiwy o F 8-/Nem 1p"g¢ fpxi& a&S Contract Amount Type of Work Date Completed 3. LAG 5 D 1755 LAjoQA&Ma+%i M/ca RvAO L-0141MfCIL GA CPo(001 Name and Address of Public Agency Name and Telephone No. of Project Manager: M i1&e: To.TA r o v/c H (3to) 638-1 fe l l 399, 310. 00 LsNr,vr. of E, to ,�,0 12-in4cN It" M AZCOle Contract Amount Type of Work Date Completed C-10 The following information must be returned with the bid Bidder's name: CZe P.l..pe- G,c►L�Fo�M iA� �nr c. Bidder's 5525 E. address: or4rAAL#o cA 4/7v� Phone number: (9og) 2 91 - y030 Fax number: (90q) 291- qO 20 Pipeline rehabilitation process (trade name) bid: AIAT I W^c. L.rnr Et2 (AMM 23 (Choose only one per Section B- "Instructions to Bidders" #12) Manhole rehabilitation process (trade name) bid: urJ&ITNawa poi-huQ*TWawE Attach a letter to this sheet from the manufacturer stating that: 1. The installer(bidder) listed above is factory licensed and trained. 2. SDR thickness supplied (minimum thickness SDR-35) 3. Have the ability and will supply the necessary amount of material within the construction time frame. List of three certified laboratories that can perform the required ASTM testing. Laboratory number 1: Name: _ Rwwl TecW LA85 Address: lH)oy ORANGE Ave. PkanmoaNT GA 9o7Z3 Telephone number: (5CO2) (o33- g&2.4 Contact person: =6 pip IFer2 Laboratory number 2: Name: NT 5 inrc . Address: Ro Sax 10348 14cis r&c TX Telephone number: (713 ) &9Z.-8373 Contact person: LARD.} Nie- Pf I CAf A F-L- Laboratory number 3: Name: GABS ( rN/cRo Bac) Address: 4750 AAwric us L•uo:r 5. varr A SpwL-06)k CO St3o/ Telephone number: (3o3} gel_ po.?q (OoeoN,� CA (909� 73y• gGoo) Contact person: I-AS DlttS7cTOr�, C-11 REVISED PROJECT BID SCHEDULE - ADDENDA 2 Iterri.. .... .... ......... ........................... unit: . ....... ::::::Eifi d y . .. .... .. ... ................. ............. . . ........ ..... ... ... ... ........... .. .. ... .. ...... ............. .. . . ..... ... .. Moblization/Demobilizaton lump sum @ —rWOMT!, rkovsoN& Dollars $2010W.00 $ZOO OOO.O Cents Per lump sum 2 1 Traffic Control lump sum @ _51y_ Tw&VSA.Pj� —Dollars $ &J"O.00 ("OW-00 tj 0 Cents Per lump sum 3 35735 Clean and inspect 8" sewer main IS. @ ONE Dollars $ I.ZO TW SN!'j Cents Per IS. 4 1459 Clean and inspect 10"sewer main 1. @ ONE Dollars 7-WgVrn Cents Per Lf. 5 35735 Install Liner and post inspect 8"sewer main @ T%4 ff'41!j F8 VS Dollars $ zs.so $ 911.2w.so — F,Fni Cents Per Lf. 6 1459 Install Liner and post inspect 10"sewer main @ 7W I" -Dollars 30-00 (43,7?0.0 N 0 Cents Per Lf. 7 933 Re-open sewer service lateral each @ sevewrl PIve Dollars 9,i7S.oc Cents Per each 8 47 Grind protruding sewer lateral each @ scv&LNLT Five —Dollars $ 3.523.00 Cents Per each 9 1389 Rehabilitation of sewer manhole VS. @ ONE ALjjv&&m 5eve^,171 r—o—Dollars 11Z.00 $258J08.0c Cents Per v.f. 10 25 Excavate&replace damaged 8"VCP sewer main(2 locations) @ QA4 y,uwys^eya Ft vir J4yvvfj&.&-a Picef—Dollars $ 505.00 $37,(,ZS,oc t4o Cents Per Lf. 11 10 Excavate&replace damaged 10"VCP sewer main(I location) Lf @O"c 77,bv4^w& Five guovaaev Five Dollars $ l'sos-00 $ 15,050.00 Cents Per If. C-Is REVISED PROJECT BID SCHEDULE - ADDENDA 2 Item::Esti.....ed:: item:..... .nit: rice:: Exfei}ded:: .... Nb :::: iihhb wi itt-," words: ::::::::i3nit Price:: ::tlmciunt ....... ..Q......1, . ........... ..... ................. ...... Total Amount Bid in Figures: $ ( i 34017L6 .30 Total Amount Bid in Words_ p�je pA,w,,pj -rM&US WvNea" A/,,vr`1_ TROOSA-vo SEvEN 9&wb&E-4 C-2s 1 STATE OF CALIFORMA DEPARTMENT OF INSURANCE N4 07800 SAN FRANCISCO Amended Certificate of Authority THIS IS TO CERTIFY THAT,Pursuant to the Insurance Code of the State of California, Arch Insurance Company Of Kansas City, Missouri organized under the laws of Missouri subject to its Articles of Incorporation or other fundamental organizational documents,is hereby authorized to transact within the State,subject to all provisions of this Certificate,thefollowing classes of insurance: Fire, Marine, Surety, Disability, Liability, Workers' Compensation, Common Carrier Liability, Boiler and Machinery, Burglary, Team and Vehicle, and Automobile as such classes are now or may hereafter be defined in the Insurance Laws of the State of California. THIS CERTIFICATE is expressly conditioned upon the holder hereof now and hereafter being in full compliance with all,and not in violation of any,of the applicable laws and lawful requirements made under authority of the laws of the State of California as long as such laws or requirements are in effect and applicable, and as such laws and requirements now are,or may hereafter be changed or amended. IN.WITNESS WHEREOF,effective as of the 15th day of December 2003 ,1 have hereunto set,my hand and caused my official seal to be goIxed this 15th day of December 2003 Joh jG mendi t mtssidnerBy Victoriafor Ida ZAsst ieputt' NOTICE:Qualification with the Secretary of State must be accomplished asrequired by the California rporations Comptly after issuance of this Certificate of Authority.Failure to do so will be a violation of Insurance Code Section 701 and will be grounds for revoking this Certificate of Authority pursuant to the convenants made in the application therefor and the c"tions contained herein. FORM CaJ Fa OSP 00 3MI ARCH INSURANCE COMPANY STATEMENT OF FINANCIAL CONDITION December 31, 2005 Assets Cash in Banks $ 46,423,863 Bonds owned 455,177,510 Stocks 277,548,844 Premiums in course of collection 113,959,352 Accrued interest and other assets 183,555,316 Total Assets $ 1,076,664,885 Liabilities Reserve for losses and adjustment expenses $ 223,287,066 Reserve for unearned premiums 57,814,328 Ceded reinsurance premiums payable 93,328,359 Amounts withheld or retained by company for account of others 52,571,218 Payable to affiliates 60,814,514 Reserve for taxes, expenses and other liabilities 112,727,192 Total Liabilities 600,542,677 Surplus as regards policyholders 476,122,208 Total Surplus and Liabilities $ 1,076,664,885 By: Attest: Senior Vice President and cretary Chief Financial Officer State of New York ) SS City of New York ) Fred Eichler and Martin Nilsen, being duly sworn, say that they are Senior Vice President and Chief Financial Officer and Secretary, respectively, of ARCH INSURANCE COMPANY, Missouri; and that the foregoing is a true and correct statement of financial condition of said company, as of December 31, 2005• Subscribed and sworn to before me, thi4 Wday of March, 2006 Notary Public PETER J.CALLEC,wa- ry Public, state of New York No.02CA6109336 A I , L d in New York County sion Expires May 3,2008 ARCH Insurance Company ARCH Surety NOTICE — DISCLOSURE OF TERRORISM PREMIUM In accordance with the Terrorism Risk Insurance Act of 2002, we are providing this disclosure notice for bonds on which Arch Insurance Company is the surety. DISCLOSURE OF PREMIUM The portion of the premium attributable to coverage for terrorist acts certified under the Act is Zero Dollars ($0.00). DISCLOSURE OF FEDERAL PARTICIPATION IN PAYMENT OF TERRORISM LOSSES The United States will pay ninety percent (90%) of covered terrorism losses exceeding the applicable insurer deductible. ASSISTANT SECRETARY'S CERTIFICATE ON BEHALF OF REPIPE-CALIFORNIA,INC. I, Dora Mares, am an Assistant Secretary of rePipe-California, Inc., a Delaware corporation (the "Corporation"), and, as such, I am authorized to execute and deliver this certificate on behalf of the Corporation. I hereby certify as follows: (a) The officers of the Corporation as of the date hereof are as follows: Name Office(s) Robert J.Meehan President and Assistant Secretary Arthur J.Ferreira Vice President and Assistant Secretary Kathy Boren Vice President,Treasurer and Secretary Michael G. Fuller Vice President James P.Keating Vice President Mark Neumann Vice President Dora Mares Assistant Secretary (b) The Board of Directors of the Corporation duly adopted the following resolution as of January 7, 2005: BE IT FURTHER RESOLVED, that the officers of the Corporation are hereby severally authorized, for and on behalf of and in the name of the Corporation, to enter into and deliver any and all bids and contract documents relating to the business of the Corporation. IN WITNESS WHEREOF, I have executed this Assistant Secretary's Certificate as of August 9, 2006. Dora Mares Assistant Secretary 3871755v.2 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ss. County ooff t'}/�/ .��2i1f12,�Zf9� On before me, Date Name and Title of Officer(e.g.,"Jane Doe,Notary lic") personally appeared ,&� Name(s)of Signer(s) ~— ❑ personally known to me roved to me on the basis of satisfactory evidence R.ROACH to be the person(,sywhose name(,$)'isWsubscribed Commission# 1422083 to the within instrument and acknowledged to me tHat ro; , Notary Public-California lshe/thef executed the same in W/her/lbeir Son Bernardino County - authorized capacity(OsJ7 and that by PA/her/Pi"r My Comm.ExPkes Jun 3,2007 signature(g) on the instrument the personal, or the entity upon behalf of which the person�4 acted, executed the instrument. WITNESS my hand and official seal. Place Notary Seal Above Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to-another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s)Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: ❑ Individual ❑ Individual ❑ Corporate Officer—Title(s): ❑ Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑ General %% ❑ Partner—El Limited ❑General ❑ Attorneyin Fact Top of thumb here El Attorney in Fact El Trustee Trustee Trustee Top of thumb here ❑ Guardian or Conservator ❑ Guardian or Conservator ❑ Other: ❑ Other: Signer Is Representing: Signer Is Representing: 0 2004 National Notary Association•9350 De Soto Ave.,P.O.Box 2402•Chatsworth,CA 91313-2402 Item No.5907 Reorder.Call Toll-Free 1-800-876-6827 r `N, City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-1735, Fax (714) 374-1573 ADDENDUM NUMBER ONE For 06-07 SEWER REHABILITATION PROJECT, CC-1252 November 23, 2006 Notice To All Bidders: Please note the following clarification to the Project Plans, Specifications, and Technical Provisions: Sewer Reaches 1-503-1-510, and their associated quantities in bid schedule, portrayed in Sheet 8 of the Project Location Maps will be deleted from the Contract Documents and Specifications for the 06-07 Sewer Rehabilitation Project. The bid schedule and Sheet 8 shall be replaced by the following attached documents: 1) REVISED BID SCHEDULE IN SECTION C FOR THE 06-07 SEWER REHABILITATION PROJECT 2) REVISED SHEET 8 OF THE PROJECT LOCATION MAP Bidders shall submit SECTION C with the revised bid schedule. This is to acknowledge receipt and review of Addendum Number One;date ovember 23, 20 6. ReP(Pe_ GaLIFoAviA, INC. Company Name By M �(� AN _ ✓a�/ot�s.op�T DEc. /5 . 2 00(e Date All bidders must acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Douglas Erdman at(714)374-1735. aw ma. .. • s €k }��t =yt�2 '^!k l ie. 'flk.k' � 1�R•Q,"� � y�1 �� ��pa - ®® fl� WE MIX 4 .+ ppp 1 Kl Y i `S rl N C `I 1jf.- „F 5 .wry _ �♦� tEEm— � t Fm IDIOM ¢ 1� g rr � n 1 j'• �LOCATION MAP CITY OF HUNTINGTON BEACH REMSED DEPARTMENT OF •' OF r REVISED PROJECT BID SCHEDULE - ADDENDA 1 fit.... .......iated..: :=::#terii:with:unif: iic....::::::::::::: :::::::::::::::::::::::::::::::::::: ..... rtei...... �. ............................. Vitif Price:: ::: tliiiiiiiiit .............. .............................. No Qiian ty:: written:in:words::::::::::::::::::::::::::::::::::::::::::::::::::: .................................... 1 1 Moblization/Demobilizaton Jump sum @ Dollars $ $ Cents Per lump sum 2 1 Traffic Control lump sum @ Dollars $ $ Cents Per lump sum 3 35480 Clean and inspect 8" sewer main l,f @ Dollars $ $ Cents Per 11. 4 1459 Clean and inspect 10"sewer main l.f. @ Dollars $ $ Cents Per I.f. 5 35480 Install Liner and post inspect 8"sewer main l.f. @ Dollars $ $ Cents Per I.f. 6 1459 Install Liner and post inspect 10"sewer main l.f. @ Dollars $ $ Cents Per I.f. 7 930 Re-open sewer service lateral each @ Dollars $ $ Cents Per each 8 47 Grind protruding sewer lateral each @ Dollars $ $ Cents Per each 9 1389 Rehabilitation of sewer manhole v.f. @ Dollars $ $ Cents Per v.f. 10 25 Excavate&replace damaged 8"VCP sewer main(2 locations) I.f. @ Dollars $ $ Cents Per 1.f. 11 10 Excavate&replace damaged 10"VCP sewer main(1 location) IS @ Dollars $ $ Cents Per I r REVISED PROJECT BID SCHEDULE - ADDENDA I �terii: Estiiriafed= : ::Iterii:wi#ti:unif: rice: ::::::::::::::::....::.:::::....::::::_::::::::::::::::::::::::::::::::_:::E ...1�. writfeit:c rds: ::=: Unit Pr-ice- in gyro- .............................................. .................................... Total Amount Bid in Figures: $ Total Amount Bid in Words: City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-1735, Fax (714) 374-1573 ADDENDUM NUMBER TWO For 06-07 SEWER REHABILITATION PROJECT, CC-1252 December 8, 2006 Notice To All Bidders: Please note the following clarification to the Project Plans, Specifications, and Technical Provisions: ADDENDA ITEM #1 Sewer Reaches L122 is duplicated on Sheet 4 at the intersection of Mokihana Dr.and Zamora Ln. The L122 on Zamora Ln will be reassigned as L129 with a length of 255.0' and 3 laterals. Sheet 5 does not show reach L208 in the location map and will be revised to illustrate the missing sewer. The Revised Project Bid Schedule- Addenda 1, Sheet 4 and Sheet 5 shall be replaced by the following attached documents for the Contract Documents and Specifications for the 06-07 Sewer Rehabilitation Project: 1) REVISED BID SCHEDULE—ADDENDA 2 2). REVISED SHEET 4 OF THE PROJECT LOCATION MAP 3) REVISED SHEET 5 OF THE PROJECT LOCATION MAP. Bidders shall submit SECTION C with the most current revised bid schedule. ADDENDA ITEM#2 Equivalent Materials in Section B, Instruction to Bidders, Item number 12 will be.amended to read the following: The Contractor shall select one of the following seamless,jointless, tight fitting liner systems listed below for the rehabilitation of the existing sewer lines. NO other rehabilitation systems or methods will be accepted. Trade Name GREENBOOK Section Process Insituform, National Liner 500-1.4 Type A* Cured-in-Place Liner(CIPP Liner) InLiner 500-1.4 Type B* Cured-in-Place Liner(CIPP Liner) NuPipe or EX Pipe 500-1.10 Type A* Folded and Re-formed PVC Pipe Liner AM-LINER II 500-1.10 Type B* Folded and Re-formed PVC Pipe Liner *Shall comply with Standard Specifications for Public Works Construction (GREENBOOK), current edition, except as modified herein This is to acknowledge receipt and review of Addendum Number TwoZdated cember 8, 20 Company Name By VICE PAftrpeNr Dec-, 151 2 OO(e Date All bidders must acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Douglas Erdman at(714)374-1735. REVISED PROJECT BID SCHEDULE - ADDENDA 2 .. . ................I...".....W.....i.t.....h..:jA...ih..i.t. :. ... .......................... .. ...... . .. ... write word nit Price A'M 0. ...... .. .. ten... .. ......................... ...... ...... ...... ...Moblization[Demobilizaton lump sum @ Dollars $ Cents Per lump sum 2 1 Traffic Control lump sum @ Dollars $ $ Cents Per lump sum 3 35735 Clean and inspect 8" sewer main 1. @ Dollars $ Cents Per Lf. 4 1459 Clean and inspect 10"sewer main @ Dollars $ $ Cents Per 1.f. 5 35735 Install Liner and post inspect 8"sewer main Lf. @ Dollars $ Cents Per Lf. 6 1459 Install Liner and post inspect 10"sewer main @ Dollars Cents Per Lf 7 933 Re-open sewer service lateral each @ Dollars $ $ Cents Per each 8 47 Grind protruding sewer lateral each @ Dollars $ $ Cents Per each 9 1389 Rehabilitation of sewer manhole V. @ Dollars $ $ Cents Per v.f. 10 25 Excavate&replace damaged 8"VCP sewer main(2 locations) @ Dollars $ $ Cents Per 1.f. 11 10 Excavate&replace damaged 10"VCP sewer main(I location) If @ Dollars $ $ Cents I lPer Lf. C-Is I REVISED PROJECT BID SCHEDULE - ADDENDA 2 I..... :......ri...... : .. m:witlt:uaif: rice: ::Exfendec� P. Nti iiaiiti written in irords:=: riif Price:: :::: lmouii#::....... ..Q......h . ..................... .................................... U ............. .... ............................... Total Amount Bid in Figures: $ Total Amount Bid in Words: ---------------------------------------------------------------------------------------------------------------------------------- C-2s erground Service Alert • • �k �;; .11: TOLL FREEcy y • WORKING DAYS BEFORE • DIG- - • ...• ■ • ii �t _ � § try l F a� j of! a ° _� t 4 F g n� g }t �'• • mra � �wi z46ry +�.� ���V� "�•Zk"4�.�� 3 i e ; `e "Mg— nu . ' 11 cie, T� x �AM-` v,g`.r�",��,r,�-�,t,.�'�t,n�i ®� •� s iDr Y�� - a $-4w`e3�. ., s�a.,'•i saes: ,���`-� �; < e��"'',�"��.. �< cast � �� r�w��C� J �'� t� �� � � • .y�:;t Ak, r SawP LOCATION MAP i CITY OF HUNTINGTON BEACHREMSE �,DEPARTMENT OF PUBLIC LEGEND Underground Service Alert FLOW DIRECTION SEWER TO BE REHABILITATED Call: TOLL FREE 1-800-422-4133 ####### D=#'± ,W0 WORKING DAYS BEFORE YOU DIG (APPROXIMATE DEPTH LINE ID No. OF MANHOLE) (SEE THIS SHT.) MANHOLE TO BE REHABILITATED 1'- 300' SEWER TO BE SLIPLINED - -------- EXISTING.SEWER + ® SEWER MANHOLE ® DROP MANHOLE �# SEWER SEGMENT(SEE TABLE) 10.5'± LINE SIZE LINEAL. FEET. LATERALS COMMENT ' L200 8" 187.0 . 5 TO SHEET 4 :t L201 8'" 213.0 6 L202 8" 262.8 2 L203 8." 196.8 8 L204 8" 200.7 6 _ L205 8" 1 255.0 4 L206 8" 330.4 5 L207 -8" •51.2 0 L208 8" 152.9 0 L209 8" 136.4 3 L210 8" 117.1 2 L211 8 370.4 13 L212 8" 246.3 5 L213 8" 376.5 13 a; L214 8" 236.9 4 L215 8" 378.0 8 Lu" C A T 10- MAP •�. CITY OF HUNTINGTON BEACH REVISED DEPARTMENT OF PUBLIC WORKS SHT. 5 OF 11 12707 North Freeway,Suite 490 Houston,Texas 77060 800-547-1135 National EnviroTech Group. L.L.C. 281-874-0333 Fax December 12, 2006 Re: National Liner'`"Certification/Qualification For City of Huntington Beach 06- 07 Sewer Rehabilitation Project To Whom It May Concern: The following is to certify compliance with the project specification requirements for the installation of Cured-In-Place Pipe(CIPP)utilizing the National Liner CIPP rehabilitation process. The National Liner CIPP product is designed via the requirements of ASTM F- 1216-93) and the installed product fully exceeds all the requirements of ASTM F- 1216-93, including approval and compliance to both Greenbook(500-1-4 Type A),and Brownbook standards, rePipe-California, Inc., as our authorized licensed installer, has fulfilled all necessary training requirements to be proficient in the installation of National Liner CIPP product, In addition, the National Liner CIPP liners supplied for the referenced project will have a minimum thickness of SDR3)5, National EnviroTe-ch Group LLC has the ability to supply all materials for the installation of National Liner CIPP within the construction time frame of subject project. In summary, National EnviroTech Group L.L.C. looks forward to supplying a commercially acceptable C'1PP rehabilitation technology we are very proud of, Regards, *,, P V M y M, Pavl1c Director of Marketing National 0 Liner' Walter K. Shioji, PE Consultant December 15, 2006 Mr. Thomas Lyon RePipe California Inc. 5525 E. Gibraltar Street Ontario, CA 91764-5121 RE: City of Huntington Beach 06-07 Sewer Rehabilitation Project Dear Mr. Lyon: Transmitted herein are the National Liner CIPP Wall Thickness Design Calculation sheets for the 8-inch and 10-inch lines based on the data provided and in accordance with ASTM F-1216. The minimum liner wall thickness for the 8-inch diameter host pipe is 3.81 mm(0.15 inch) and for the 10-inch diameter host pipe is 4.78 mm(0.19 inch). The proposed nominal thickness to be supplied shall be 4.5 mm(0.177 inch)for 8-inch host pipes and 6 mm(0.236 inch)for the 10" host pipes. If you have any questions or further information required, please contact me. Sincerely, Q,�OF ESSIO/, Walter Shicji, PE a 9 R K. Tel: (562)431-7750 X;•E Fax: (562)430-8284 No. 21475 J� CIV'(L ��fi Of- CAd\F10 Cured-In-Place Pipe(CIPP)Wall Thickness Design and Hydraulic Capacity Calculations 'r Project: Huntington Beach Location: Owner: Line Segment(s):All 8"Lines Design Assumptions: Shaded cells are user-defined Condition of host pipe FD PD=partially deteriorated,FD=fully deteriorated Inside diameter of host pipe(in) D= 8 Ovality of host pipe(%) q= 2.0 Default value is 2%;range=0%-10% Slope of host pipe(fVft) S= 0.003 Host pipe Manning's roughness(dimensionless) ni= 0.015 varies from 0.013-0.030(dependent on existing pipe material,geometry,diameter and condition) CIPP Manning's roughness(dimensionless) nf= 0.010 varies from 0.009-0.013 Constrained soil modulus of native soil in the pipe zone(psi) M,"_ 1,000 See table below for recommended values From Table 5.6 of AWWA Manual of Water Practices M45,Second Edition Cohesive Native Soils Granular Native Soils Unconfined compressive M,,, strength(q„) Description Blows/t(per ASTM Description tonslsf kPa psi kpa D1586) >0-1 _ye ,ve loose >0-0.125 0-13 .-. j,v ve e soft.-. _50 0.3 _.- 1-2 _ ve loose Y 0.125-0.25_ 13-25 _v_erasoft__ 200 1.4 2-4 _ 0.25-0.50 �25-50� soft _ 700_ -4.8 _ 4-8 loose 0.50-1.0� 50-100 _medium U _ _1,500 10.3 8-15 sli htl com act 1.0-2.0 100-200 _ 000 20.715-30 compact^ __2_0--4.0 _�_ 200_-40_�ve000 34.5_30-50 _ dense 4.0-6.0 400-600 ,000 69.0 >50 vee >6.0 >600ve ,000 138.0 Flexural modulus of Eelasticity of CIPP,initial(psi) E= 300,000 Minimum value is 250,000 psi per ASTM F1216 Long-term retention of mechanical properties(%) 501A Default value is 50% Flexural modulus of elasticity of CIPP,long-term(psi) E,= 150,000 Determined from long-term retention% Design safety factor N= 2 Default value is 2.0 Unit weight of soil(pcf) S,= 120 Applies to fully deteriorated designs only Unit weight of water(pct) Sw= 62.4 Depth of cover(ft) H= 10.0 Measured from ground surface to top of pipe Height of groundwater(ft) H.= 7.0 Measured from top of pipe;Note:If water table is below top of pipe,input a negative 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 wall(in) d= 0.0 Pressure pipe applications only! If no pressure,input 0 Poisson's ratio of CIPP v= 0.30 Average value for CIPP per ASTM F1216 Flexural strength of CIPP,initial(psi) a,= 4,500 Minimum value is 4,500 psi per ASTM F1216 Flexural strength of CIPP,long-term(psi) 2,250 Determined from long-term retention% Tensile strength of CIPP,initial(psi) IT= -3,000 Pressure pipe applications only! Tensile strength of CIPP,long-term(psi) an= 1,500 Determined from long-term retention% Enhancement factor(dimensionless) K= 7.0 Minimum value recommended per ASTM F1216 Surface live loading condition H2O 1 H2O,E80 or airport H2O Calculations(Highway Loads) Impact factor for traffic load(dimensionless) N= 1.0 From AASHTO Standard Specifications for Highway Bridges,12th Edition Distributed load area over pipe at depth H(ft) ALL= 517.4 See table and figures below Total applied surface wheel load(lb) Pew= 48,000 Based on critical loading configuration(see table below) H2O live load transferred to pipe at depth H(psi) wee= 0.6 WL=(P'0/044 Au) Critical oadino Confl urations for H2O loads(per AASHTO) Condition H,ft P,Ibis ALL,ft 1 H<1.33 1 16,000 0.83+1.75H 1.67+1.75H 2 1.33 5 H<4.10 32,000 0.83+1.75 5.67+1.75H 3 4.10 5 H 48,000 4.83+1.75H)(5.67+1.75H) y <' Condition 1.Distributed Load Area-Single Dual Wheel Condition 2.Distributed Load Area-Two H2O Trucks Passing Condition 3.Distributed Load Area-Alternate Loads in Passing Mode E80 Calculations(Railway Loads) E80 live load transferred to pipe at depth H(psi) WLR= 0.00 from graph below E80 Live Loads on Pipe Installed Under Railroads (From Concrete Pipe Handbook,5th Edition) c^s ti 40 ----�"`-----r..-""---'^"•l co, ppS#A c6GK�aMsabs is u^s Is 11nC a r a� yY55t * „xj L f=20 ,.""""---`"�-^-,.-.-^:( 0 0 10 20 30 Figure 4.30. SpWV of Vih",Lsoads P,Sk AA 'a Unit Load(psi) L < National Liner Design Template 1211012006 CIPP Design Calcs Huntington Beach-12-10-06 Airport Loads Modulus of ela-iticity of concrete(psi) E�= 4,000,000 default value is 4,000,000 Poisson's ratio of concrete(dimensionless) µ= 0.15 default value is 0.15 CAUFORNIA Si ARHIS 3AT€0 IM Modulus of subgrade reaction(lb/in 3) k= 250 see adjacent figure 1 H'1 S 40 80 Thickness of concrete pavement(in) In= t2. Wa-- � -- »T Depth of cover,top of pipe to bottom of slab(it) H= 9.0 Gr4mi:f€SOIL Horizontal distance from pipe centerline(it) X= 0 assumed=0(worst case) R x U.3.Arr4y rt=ci a ti.S. + xv 41 Ras. z"ls . Radius of stiffness of the rigid pavement(tt) R,= 3.27 Rs= Eh 121-µz Wheel load(lbs) Pam= AA,WO SOMUAWW.CAT1ON j i Li.Arx.S 4 o"V Ad,,*wv8Yiw I ? i Worst-case loading scenario is for 2 loads spaced 0.81Rg apart and is calculated below. For alternate loading conditions,see Concrete Pipe Handbook,5th Edition Pressure Coefficient(C)for XlRs=O 21 O.8 0 fUXIIAt.AWAY OA AOCKY I Air-alom; sxis of 0 I i 0.2 i 0.15 i .YA 1, t§P0-U S£€h$Y€S�SBA€JEIiEAh -t- CTION,k, ..t9 't4P MC 6h6'�2A 3� 0.05 - HIP,= 2.756 R�ALOf,,ov C=J 0.074 �S•s tt`4txtx„ t8,81 g SN#t4i?s1 i F, I.. �..�„.. CALIFORNIAEARINGRA`f10,'COR ' 0 2 4 6 8 10 j H/Rs ...„w .s-.,«...... e-........m. � x A r s t as .v xn sx ao �"""aa as xn axain Airport live load transferred to pipe at depth H(psi) wu= 0.00 w,=CP/RS` Wall Thickness Design Partially Deteriorated Gravity Pipe Condition a C_� 1-q/100 Ovality reduction factor(dimensionless) C= 0.84 [1+q/10012 External hydrostatic pressure from groundwater(psi) P„,= 3.32 P„,=y„,.(Hw+D/12)/144 D Minimum thickness required,hydrostatic buckling t,= 0.12 in 1, ���'''333ggy;;; ASTM F1216,Equation X1.1 3.02 mm �L 2�rl+1 1-u' N P+P Minimum thickness required,ovality check t2= 0.08 in 1 5 q I 1+q SDR-0.5�1+q)SDR-g-0 ASTM F1216,Equation X1.2 1.92 mm 100 100) 100 P N SDR,= 106 If P„,=0,default SDR=100 Quadratic factors for Eq.X1.2 a= 0.0306 used to solve for SDRz and t2: b= -0.510 c= -338.6288 Fully Deteriorated Gravity Pipe Condition Total live load transferred to pipe at depth H(psi)= W.= 0.64 From live load calculations Water buoyancy factor(dimensionless) P_= 0.77 Rw=1-0.33(H„1H)(min.value=0.67) Note:ff Hv,<0,use H.=0 in this calculation Total external pressure on pipe(psi) qi= 10.37 q,=0.433HM,+6,HR,1144+Ws Note:If H,.<0,use H.=0 in this calculation Coefficient of elastic support(in-lb) B.= 0.304 B'=1/(1+4e-1,11H) Z tl3 Minimum thickness required,Luscher's buckling equation t'= 0.15 in ASTM F1216,Equation X1.3 3.81 Imm t- 32 Rw B Ms„ EL Minimum thickness required,pipe stiffness 4= 0.12 in =1 3.15 Imm t=D/(E/0.093 12)" ASTM F1216,Equation X1.4 Partially Deteriorated Pressure Pipe Condition Minimum thickness required to withstand internal pressure tp,= 0.00 in Ip,=D/([(D/d)2(5.33 oL/PN)]"z+1) ASTM F1216,Equation X1.6 in spanning across any holes in the original pipe wall d/D= 0.00 If d/D 5 1.83-(tp,1D)',liner is in ring tension or hoop stress 1.83(tp,lD)"= 0.00 and fully deteriorated pressure pipe condition applies(ASTM F1216,Equation X1.5) Minimum thickness required by design check tpr�= 0.00 in 0.00 mm FuW Deteriorated Pressure Pipe Condition Minimum thickness required to withstand all external tprz= 0.00 in tp12=D/((2 aT✓PN)+2) ASTM F1216,Equation X1.7 loads and the full internal pressure = 0.00 mm CIPP Wall Thickness Design Summary Host pipe condition Fully Deteriorated CIPP and use application Gravity Flow CIPP outside diameter(host pipe inside diameter) D= 8, ' In Minimum CIPP thickness calculated t4.k= 0.15 in Greatest value calculated from ASTM F1216 Equations X1.1,X1.2,X1.3 and X1.4(gravity 3.81 mm flow)or greatest of X1.1,X1.2,X1.3,X1.4 and X1.7(pressure pipe) Minimum CIPP thickness recommended tp,;p= 0.15 in Based on a maximum SDR=100 3.81 mm Nominal CIPP thickness to be supplied tc1pp= .•4.5 - mm Rounded up to the nearest 1.5 mm to reflect standard CIPP thicknesses supplied SDRcipp= 45 SDR=D/t Maximum recommended SDR for CIPP is 100 per ASTM F1216 National Liner Design Template 12/10/2006 CIPP Design Calcs Huntington Beach-12-10-06 n Hydraulic Calculations CIPP inside diameter(in) Dr= 7.6 Flow area of host pipe(ft) A,= 0.35 Flow area of CIPP(ft) Ar= 0.32 Capacity of host pipe(cfs) a= 0.57 Q=1.486 A R-S- (Manning's Equation) Capacity of CIPP(cfs) Qr= 0.76 where RH=hydraulic radius=D/4 for pipe flowing full increase/decrease in Flow Capacity AQ= National Liner Design Template 12/10/2006 CIPP Design Calcs Huntington Beach-12-10-06 Cured-In-Place Pipe(CIPP)Wall Thickness Design and Hydraulic Capacity Calculations Project: Huntington Beach Location: Owner: Line Segment(s):All 10"Lines Design Assumptions: Shaded cells are user-defined Condition of host pipe FD PD=partially deteriorated,FD=fully 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= 0.003 Host pipe Manning's roughness(dimensionless) ni= 0.015 varies from 0.013-0.030(dependent on existing pipe material,geometry,diameter and condition) CIPP Manning's roughness(dimensionless) nr= 0.010 varies from 0.009-0.013 Constrained soil modulus of native soil in the pipe zone(psi) M.n= 1,000 See table below for recommended values From Table 5.6 of AWWA Manual of Water Practices M45,Second Edition Cohesive Native Soils Granular Native Soils Unconfined compressive M.. strength(q") Description Blowsift(per ASTM D1586) Description tons/sf kPa psi kPa >0-1 very,very loose >0-0_125 __ 0-_1 3-.- ve ve soft 50 0.3 1-2 verb loose _ 0.125-0.25 13 25 _ ve soft 200 1 A 2-4 0.25-0.50 25-50 soft 700----4.8_ 4-8 loose 0.50-1.0 50-100 medium 1,500 _ 10.3_ 8-15 sli htly compact 1.0 2.0 __100-200 stiff �3,000 20.7 15-30 compact 2.0-4.0 200-400 very stiff__ 5,000 34.5 30-50 dense __ 4.0-6.0_ 400-600 hard 10,000 _69.0 >50 very dense >6.0 >600 veryhard 20,000� 138.0 Flexural modulus of Eelasticity of CIPP,initial(psi) E= 300,000 Minimum value is 250,000 psi per ASTM F1216 Long-term retention of mechanical properties(%) 50% Default value is 50 Flexural modulus of elasticity of CIPP,long-term(psi) EL= 150,000 Determined from long-term retention Design safety factor N= 2 Default value is 2.0 Unit weight of soil(pcf) 6,= 120 Applies to fully deteriorated designs only Unit weight of water(pcf) S.= 62.4 Depth of cover(ft) H= 10.0 Measured from ground surface to top of pipe Height of groundwater(ft) H.= 7.0 Measured from top of pipe;Note:If water table is below top of pipe,input a negative 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 wall(in) d= 0.0 Pressure pipe applications only! If no pressure,input 0 Poisson's ratio of CIPP v= 0.30 Average value for CIPP per ASTM F1216 Flexural strength of CIPP,initial(psi) ol= 4,500 Minimum value is 4,500 psi per ASTM F1216 Flexural strength of CIPP,long-term(psi) oL= 2,250 Determined from long-term retention Tensile strength of CIPP,initial(psi) gr= 3,000 Pressure pipe applications only! Tensile strength of CIPP,long-term(psi) on= 1,500 Determined from long-term retention Enhancement factor(dimensionless) K=1 7.0 IMinimum value recommended per ASTM F1216 Surface live loading condition H2O H2O,E80 or airport H2O Calculations(Highway Loads) Impact factor for traffic load(dimensionless) Ir= 1.0 From AASHTO Standard Specifications for Highway Bridges,12th Edition Distributed load area over pipe at depth H(ft 2) ALL= 517.4 See table and figures below Total applied surface wheel load(Ib) PLw= 48,000 Based on critical loading configuration(see table below) H2O live load transferred to pipe at depth H(psi) wLH= 0.6 wL=(P.lfy(144 ALL) Critical oading Configurations for H2O loads per AASHT Condition H,it P,Ibs ALL,ft 1 H<1.33 1 16,000 0.83+1.75H 1.67+1.75H 2 1.33 5 H<4.10 32,000 0.83+1.75 5.67+1.75H 3 4.10 5 H 48,000 (4.83+1.75H)(5.67+1.75H) �.. •r`x 7 , e ac L.w3 Aata�\Q� All Condition 1.Distributed Load Area-Single Dual Wheel Condition 2.Distributed Load Area-Two H2O Trucks Passing Condition 3.Distributed Load Area-Alternate Loads in Passing Mode E80 Calculations(Railway Loads) E80 live load transferred to pipe at depth H(psi) wm= 0.00 from graph below E80 Live Loads on Pipe Installed Under Railroads (From Concrete Pipe Handbook,5th Edition) a � P m 40 xis ter evi e*€ i"a xro+tw eat _a o 30 oF=20 . r`) p.....' •+ewwYr .. .. +ar.v.,w_.�r.xr�+waWae is w 10 2 o 0 0 10 20 30 f1guras4.3A $p0oing,of Loads Pw Axis tar 0 Unit Load(psi) Cooper E 84 DO&V€itadf - National Liner Design Template 12/10/2006 CIPP Design Calcs Huntington Beach-12-10-06 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 CALOORNIA 8EARiNG+tATt0 00R Modulus of subgrade reaction(Ib/in 3) k= 250 see adjacent figure y 4 7 §t _348 S k10 Thickness of concrete pavement(in) h= 12 �� Depth of cover,top of pipe to bottom of slab(ft) H= 9.0 ( utKiii£:F7-SOIL 6LASSl'fl 6.ST§0 u Horizontal distance from pipe centerline(ft) X= 0 assumed=0(worst case) VWA al^`"''I U.S'Am,, 3 %il i r€R€§,sn Radius of stiffness of the rigid pavement(ft) R,= 3.27 Rg=4 Eh 121-µ' � ) Wheel load(Ibs) Pu= 90,000 ' AAS*T`O SOIL ttA=VitA1"OA. Iwo*HsghkaY AMtY",Y'§`.33i�31t17f # Worst-case loading scenario is for 2 loads spaced 0.8R,apart and is calculated below. For alternate loading conditions,see Concrete Pipe Handbook,5th Edition Pressure Coefficient(C)for X/Rs=0 Ilea&as 0, x„1-do" E't9FISA6 AS+ATl81t�T1:IiAu"4' 0.25 axis of g'spe .pa:-0`0046:c#+4:ir74d%.� 02 0.15 ...,....w__.._. ....r. E 01 .� � � MOD 0LOS 0 F S"u06RADE REACTION,k W, 0.05 H/R,=F 2.756 i i BEAR§i3G YALI#E psi C= 0.074 { 4"'14muR 0414:B 1a#a`sk��tc<rt# t 0 € ..w.,..,..; 0 2 4 6 a 10 l'.AI.IO $4 RIA Q#2iS .,4T)O.GBR . i r-4....�.,.� H/Rs 8 as s xt� s3 s� as ap xs,ansa Airport live load transferred to pipe at depth H(psi) wu= 0.00 ww=CP/Rs' Wall Thickness Desim Partially Deteriorated Gravity Pipe Condition 3 C_( 1-q/100 Ovality reduction factor(dimensionless) C= 0.84 [1+q/100]2 External hydrostatic pressure from groundwater(psi) P,„= 3.39 P„,=yW,.(Hw+D/12)/144 D Minimum thickness required,hydrostatic buckling t,= 0.15 in t+- ASTM F1216,Equation X1.1 3.81 mm 2'KE�C-u +1 (�1 ' N(P+Pv rr Minimum thickness required,ovality check t2= 0.10 in q q q - ASTM F1216,Equation X1.2 1.5-� 1+- SDR-0.5� 1+- SDR- -0 2.42 mm 100 100 100 P N SDRZ= 105 If Pw=0,default SDR=100 Quadratic factors for Eq.X1.2 a= 0.0306 used to solve for SDRZ and 12: b= -0.510 c= -331.4239 Fully Deteriorated Gravity Pipe Condition Total live load transferred to pipe at depth H(psi)= W.= 0.64 From live load calculations Water buoyancy factor(dimensionless) R„.= 0.77 R„.=1-0.33(H„(H)(min.value=0.67) Note:If H„.<0,use H.=0 in this calculation Total external pressure on pipe(psi) q,= 10.45 q,=0.433Hw+8aHR,/l44+Ws Note:If H,«<0,use H.=0 in this calculation Coefficient of elastic support(in-lb) B'= 0.304 B'=1/(1+4e 0MH) t/3 q, N z.D312 Minimum thickness required,Luscher's buckling equation t3= 0.19 in ( ) ASTM F1216,Equation X1.3 4.78 Imm t- - 32 Rw B' Ms„ EL Minimum thickness required,pipe stiffness t,= 0.15 in = 3.94 Imm t=D/(E/0.093 12)1n ASTM F1216,Equation X1.4 Partially Deteriorated Pressure Pipe Condition Minimum thickness required to withstand internal pressure tp,=W000 in tp,=D/([(D/d)'(5.33 oL/PN)]'"+1) ASTM F1216,Equation X1.6 in spanning across any holes in the original pipe wall d/D= If d/D<_1.83�(tp,1D)�'',liner is in ring tension or hoop stress 1.83(tp,/D) = and fully deteriorated pressure pipe condition applies(ASTM F1216,Equation X1.5) Minimum thickness required by design check tph= in _ mm Fully Deteriorated Pressure Pipe Condition Minimum thickness required to withstand all external tp,p= 0.00 in tp2=D/((2 vn/PN)+2) ASTM F1216,Equation X1.7 loads and the full internal pressure =1 0.00 imin CIPP Waff Thickness Deslan 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 te,i.= 0.19 in Greatest value calculated from ASTM F1216 Equations X1.1,X1.2,X1.3 and X1.4(gravity 4.78 mm flow)or greatest of X1.1,X1.2,X1.3,X1.4 and X1.7(pressure pipe) Minimum CIPP thickness recommended tm;,,= 0.19 in Based on a maximum SDR=100 4.78 mm Nominal CIPP thickness to be supplied tcwp= 'zt. l mm Rounded up to the nearest 1.5 mm to reflect standard CIPP thicknesses supplied SDRcipp= 42 SDR=D/t Maximum recommended SDR for CIPP is 100 per ASTM F1216 National Liner Design Template 12/10/2006 CIPP Design Calcs Huntington Beach-12-10-06 Hydraulic Calculations CIPP inside diameter(in) Dr= 9.5 Flow area of host pipe(ft') A,= 0.55 Flow area of CIPP(ft) Ar= 0.50 Capacity of host pipe(cfs) Q= 1.04 Q=1.466 A-PH S" (Manning's Equation) Capacity of CIPP(cfs) Qr= 1.37 where RH=hydraulic radius=D/4 for pipe flowing full %increase/decrease in Flow Capacity AQ= National Liner Design Template 12/10/2006 CIPP Design Calcs Huntington Beach-12-10-06 SENT BY: NATIONAL ENVIROTECH GROUP, L.L. ; 281 874 0333; DEC-7-06 2:11PM; PAGE 2 12707 Notch Freeway,Suite 4990 H oustm,�rexas 77060 281-874-0111 800-547-1235 National EnviroTech Group, L.L.C. 281-874-0333Fax December 7, 2006 Mr. Joseph Fuentes City of Huntington Beach Engineering Department 2000 Main Street Huntington Beach, CA 92648 RE: National Liner Qualification for Sewer Rehabilitation Project Dear Joseph.- As a follow-up to our conversation today, attached is the information you requested. Included are approved Greenbook versions for National Liner CIPP,using different manufactures vinyl ester resins and pickle jar test results for Greenbook approval. Please advise should you need any additional information for approval of National Liner C1PP for your upcoming project_ Regards, R Pavlic Director of Marketing/Sales CC; Mr, Douglas A. 1?rdman,P.E,, City of Huntington Beach Mr. Mick Fuller, refte-California Mr. Chris Scarratt, Southwest Pipeline& Trenchless Corp. National 0 Liner` SENT •BY: NATIONAL ENVIROTECH GROUP, L.L. ; 281 874 0333; DEC-7-06 2:12PM; PAGE 3 BOARD MWONcs +m` OF C?Q A�NGI�LES aua; TAW OF YA.EP �'3+ F�K t; 1gltG _ D � ► 'WrALY B.TROYAN,P.E crrr RNOMW sTRWN C,AR►O" $so$MTN OPWNG sr.sunv=Q w00arfuMG JAMES K_ HAHN �osanG�s_G►fmlr.,gt+ --- w►rnrt r�►•��dAra+� -AMU �" Sapternber 17, 2001 Chris Scarratt ?2 Liner 225 W. Third Snet,,pS/�ults E :ong SeaO, CA 90802 V �1C.�1V�7 w wn► '11'r,-y;TT •aft-Q Dear Mr-Scwmtt: Re: NATIONAL LINER CIPF FORMULATED WITH AOC L0104?PA VINYLESTER - CHEMICRL RESISTANCE TESTING W'0. 80001595 This sumrnarim SSFY/C,210-2.3 tests peormed by our General Services Testing Lab=1101Y,Wa are attecHng a cry of Lab Report No.2001414.293,dated July 26,2001 and ALgust 9,2001 for your use. The cured-ln•.piaca pipe performed well fbr all aategorles of the test (welght change, retention of hardness,retention of tensile strength and nitention of sioNaflon)and is detern*led to be satlsfactory. This mrari'al can only ba spedlted on City of Los Angela's pmlQcts alter manufacturer-recommended gniar del and lone term doWgn yelum is submtded. Trade Nacre; National Lher CIPP 4proved Use: Sandw Sewer and Storm Drain Ripe Rehabilitation Installation: SSPWC Section 600-1.4 as modltied by Standard Plan S-610 Size Rang*: 4"to SO- Resin: Alpha Owens Coming L010-PPA vinylester Felt tube_ Polyester t`elt coated with 15 mils polyurethane on the face exposed to flow, mal►nufai timW at National Envlrotech Group Llc, 12707 North Freeway,Suite 545. Houston.TX 7706C Flexural Modulus. ro bd subm ttad by manufacturer as soar as possible Tons*Sirongfh: To be submrfled by menufackm ev soon as passible If there are any questions,please conteet rite at(213)847-97E'. Si tyl Hugh S.Lee,Engineer of Design $60 S.Swing Stmwt, Suite 400 Los Angiales,CA 9W1 4-1913 HL:hflr2atlln .wad Attachment(Leah No.2001-514-293) AN EOUM.EMV(,pYA fWrCOPMRfUNnY-.►MPMA71Vi A(MbN E7AKOYsp SENT BY: NATIONAL ENVIROTECH GROUP, L.L. ; 281 874 0333; DEC-7-06 2:12PM; PAGE 418 CM of LOS ANGUn 1 of� .,.ece:vCd date: 1_3 ,?OQ 1 DEY�16tT�tE:+"f QE GENERAL 3RRYIC�S page, _ �of STANDARDS DIVISIONIf To; r. a �' '�f WS ANG CA m era i s=:�ysuaz0 3 lOp1 aax�i�a►us.sers Amn; —Mr.Jerry Effisog pe CHEMICAL REMIAME IMI 0 At the request of th* Bureau of Engineering, structural %vtsion and Major Sawa: EnVineering Divis_orl, r_.1e=cal res-stance and p;:ysical pr:.perties wa5ts were (:onducted on a sez of ;vazio rjne= CI?? Sewer pipe lining system sa:ap'_es Braject Title: National Liner r'•roject Nv. : 5JQ0�S9S �ay7::xxeer: Huge% Lea / Jerry Ellison The samples w,re tested for weight change and physical prouerties before and afterexpasure to chamacal solutions in accordance w2th the Standard Speci.ficationa for Public Works Construction-1997 adi zion, --sactions 210-2 2.3. Test results sheets are attached. apk_n K. H07a,sapian, At oftP.12mim Ganexai ServzCes/sta^ arM ;t 1 tiff` PXH:KSM:4CG SENT BY: NATIONAL ENVIROTECH GROUP, L.L. ; 281 874 0333; DEC-7-06 2:12PM; PAGE 518 Lab No: 2001-614-03 Page 2 at 4 Rev.; MrA01 - Chemical Resistance Yet g RECEIVED Nitional Lin _MF SEP 05 Z001 &4%?4W QF 0MaN Project Titla: National Liner CtPP Project Number: B0001595 Engineer. JRny Bison Source: A pha Aws C4rning Date ftwWatl: 10/1012000 Speciflaatton: SWWC 210-2.3.3. 1997 Dessriptlan: Vinyleetet W10-PPA Reslr 2a: i { 5uf t&Aai4 20% 0.0w 0.0794. 0.1"s 0.1731 dodlnm ;276 .0.0701 -0.1460 "-0,9183 4.5928 Ammoeinm a% 0.11X2 -0.1474- . 0.2507 02494 All Solutions IVFtrrc Acid,1% 0.1132 0.1=7- 03710 0.2a59 Firriea Crrtoridg 196 0.1240 0. G20 gim 0.2956 and PerWWS s ILI% 0.1176 0.15W (12b40 02ACO . NM GL1% 0.1053 0.1WT 0.2M 0.2M. t 1.5Y.rt X aoa, r 0,1200 0.1w also 02841 81104rch. 1% 0.1134 0.1257 0.2303 02468 1 SENT' SY: NATIONAL ENVIROTECH GROUP, L.L. ; 281 874 0333; DEC-7-06 2:12PM; PAGE 6/8 Lab No: 2XII-514•2M gage 3 of Rev;: &S=i Chemical ResigancC Testd unlit UDIM Mp RECEIVED SEP O5Z001 studwaf Beam AM Cawft&mfkm Pru}ect Idle: Natianal Liner CIFP PM*t NuMer. 1313001NS Engineer, .ferry Ellbon source: AIphB owas cornirg Date Rsceivsd: 10/1912000 Specfffaatlon: SSPWC 210-2.3.3, 1097 Descriptlon: 1Anyfestar L010-PPA Resin spl,iv�loN ��13: . . t QUIi MEB�t3 Sufhrrfc Add,20%' -3 SOW=hy*oadft S% rd Anunankaa on. .3' For -3 Fwk DhJorfdtw 1% -4 lnfornvation Soap.C.9 Si -4 D Al SG Only 8lwiah, 1% .2 PHYSrCAL POM RIY l�ltd" hlslod&4 sham"D Is _ For Infarmad" srnt l,�ro only S SENT SY: NATIONAL ENVIROTECH GROUP, L.L. ; 281 874 0333; DEC-7-06 2:13PM; PAGE 7/8 Lab No: 200 s-614-293 page d of 4 Rev., 8/9/Mol Chemicil FesistUge Test of RECEIVED SEP 0 5 Mat Project Title: hakr:ai L1ner ClPP Project Number: BR001565 l rtginear: ,/per ESsoq Source: Alpha owena cprninr, Date lteeeived: 1 Oil 912000 Speclflanvon: SSpv4c 21C12.9.3.1097 Description: Wrtiester 1A10-PPA Res.r. SOLUTION .:Mum - UP XI L!S2t �rieierr�BlDer Suffurk Acid,ZM I 1.4 SoQiurn Hydraurfde,3'9f� e-i S,024 7. Ammonium 3%, 1 3,452 1.7 Far Fo ft ChlaridR,Tea T i a.5d3 .y 2 warrnatwrit Soe Q•� T e/ 5,214 f.4 Q•�iL, e 1 5,760 1.3 Only SOD, Z TODrype 1 51759 1.2 DleacA, M f 6,538 1.4 PHYS CALRROPriRrms WMAC'R9Suc1s. 1affFai rinaWi - - ; - 6,173 For lydorrtmdort 1rrlNal P_1cr�gadcu,X 1.3 anh/ SENT' BY: NATIONAL ENVIROTECH GROUP, L.L. ; 281 874 0333; DEC-7-06 2:13PM; PAGE 8/8 7) *****Natin nnil,`,'rTjaticrnal -irx�r Vinvlrerci.A:+' 1 AwNve Lab Deport:#2000-51 4-17,dated 9/16199 City otl.os Angaeles Public Work's Approval:8123/99 Approved diameter range:100 mm to 2000 mm(d"to MY) --z-Approved resin:Chemtron D-9220NL vinviester --;,,Approved tube supplier Applied Felts pt)lyester fa from Martinsville_VA asse"bled at National Fnvirotech Gmup Llc. 12707 N.Frecivay. Suite 545. Houston.TX 77060 Field-cured composite pipe properties Initial Flexural Modulus: 1724.1 h1Pa(250.000 psi)minimum InitialTetsile Strength:NIN 33.1 (4.800 psi)minimum Flexural Modulu., for 50-.ear Desisn:431.0 M?a(62-500 psi) 8) **""Nationg l""National i_iner-V 40r 1..�st r-versit�n ? Archive Lab Rerxirt:2000-514-19.dated g/16i99 (:it}-oFLos Angeles Public W orks Approval:8/23/99 Approved diameter range: 100 nun to 2000 mm(4"to 80") � 1pproved resin:Interplastics VEX-200-518 vinylester Appny\ed whe supplier Applied Felts rx)lyesterldt t'mm XrlartiruviIle.VA assembled at Rational Envirotech Group Llc. 12 707 N. Freeway-. Suite 545. Houston.TX 77060 Field-cured composite piN properties Initial Flexural Mlcxittlus: 1724.1 IM Pa(250.000 psi)minimum Initial Tc-tsileStrenwh:46.9'viPa(6.800 psi)mirkmim Flexural Modulus for 50-year Design:-131.0 N'tPu(62.500)psi �m�r'`Vit�tlr, tcr-tzSr�c6tin4 ArcNive Lab Ikerma:2001-514-293.dated 7126/01 --,.City of L os Angeles Public �Vorks Approval:9/17/01 Approved diameter range: 100 rr nto 2000 mm(4'to 80") mApproved resin:Alpha Ownes Coming L010-PPA vinylester -a-Approved tube supplier:Applied Felts polyester I&from Vhuiimsvilie_VA assembled at National Envirotec;h Group L1c. 12707 N. Freeway. Suite 545. Houston.TX 77060 Field-tared eomrx»ite pipe properties Initial Flexural Modulus,2069.0 N1Pa(300.000 psi) ntaiirn= Initial Temile Smiesh:27.6 MPa(4.000 psi)n**num Flexural Modulus tor50-year Design:517.2 MPa(75.000)psi 12/19/2606 00:31 9514713779 NCLC rAbt I "'9i SZ�?tiL9S8i Ob�L6l6,Lt S '�'��►S�i'�Wr�! i A PgMomow-s- v .I ad �R PM QP4ll.ice+ . �+OIlopp ' ,P AM vWWmmwW*wii0W* l alpApoqB W �gbNM►��al��` Nal�+� UoMW► '�N111 mm"11 VO S 4 Jf4lw e allodpow ll OF dg) wt • ^ pqs a.fo,pww, ,c�,.u�la a,s s.0 mff"uoD mad wr4M m""m W ado 4s P"aw l s oats•eE��:�soaz atru►za•nori �aa pa+�dr go�pw H'easaIgo�,' dlao gy.A�nJ. _. ... vow owe - ! gnu gem . - � it T ,p�IMI }- ? . V •,III I j -..� -- ----- ' wr t qqm ZjD t dl%a is If rI POW%m ] zoos xaa e�4t�zzz�� ire vs:st 000t� T W'% MAT-IM, O]Oh TC7GOC TC_9T nnnv•�� ...�� 'J14"aff CITY OF HUNTINGTON BEACH 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK JOAN L. FLYNN CITY CLERK February 23, 2007 Insituform Technologies, Inc. 702 Spirit 40 Park Drive Chesterfield, MO 63005 RE:CC-1252 —06-07 Sewer Rehabilitation Project Enclosed please find your original bid bond for CC-1252. Sincerely, � '-m/- 'JJr-0 Joan L. Flynn City Clerk J F:pe enclosure g:/followup/cashcont/retu rnbidbond.doc procedure#13 (Telephone:714536-5227) /nsitwform Technologies, Inc. 2006 DEC 19 PM 1: 22 1'{ZJ11,10 I f e'.S T.L i' to G A C i'7 SEALED BID FOR: 06-07 SEWER REHABILITATION PROJECT - CASH CONTRACT NO. 1252 Bidder: INSITUFORM TECHNOLOGIES,INC. 702 SPIRIT 40 PARK DRIVE CHESTERFIELD,MO 63005 California Contractor's License No.: 758411 Class A Deliver Bid To: CITY OF HUNTINGTON BEACH OFFICE OF THE CITY CLERK SECOND FLOOR,2000 MAIN STREET HUNTINGTON BEACH,CA 92648 BID DUE Date: 12/19/2006 Time: 2:00 PM AIA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS,that we Insituform Technologies, Inc. as Principal,hereinafter called the Principal,and Travelers Casualty and Surety Company of America a corporation duly organized under the laws of the State of Connecticut as Surety,hereinafter called the Surety,are held and firmly bound unto City of Huntington Beach as Obligee,hereinafter called the Obligee, in the sum of Ten percent of amount bid Dollars($10%of amount qid for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs,executors,administrators,successors and assigns,jointly and severally,firmly by these presents. WHEREAS,the Principal has submitted a bid for 06-07 Sewer Rehabilitation Project Cash Contract No. 1252 NOW,THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid,and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds,if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void,otherwise to remain in full force and effect. 'Signed and sealed this 19 day of December 12006 Insituform Technologies, Inc. JAI, Principal) (Seal) �t s) /� enise Carro� H. Doug as Th( s , Vice. President Rehabilitation Project Support Travelers Casualty and Surety Company.of America i� (Surety) (Seal) u .cc� 1, (witness) n (Title) Kathleen A. Petchulat,attorney-in-fact AIA DOCUMENT A310•BID BOND•AIA®•FEBRUARY 1970 ED•THE AMERICAN INSTITUTE OF ARCHITECTS,1735 N.Y.AVE..N.W..WASHINGTON,D.C.20M 1 L CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT Stale Of Missouri County of St.Louis On December 19,2006 before me, Deborah M.Jenningj l DATj NAME,TITLE OF OrF ICE A-E G 'JANE DOE-NOT^Rv PUBLIC personally appeared Kathleen A.Petchulat, Attorney in fact of Travelers Casualty&Surety NAMEISI OF SIGN-A(S) Company of America personally known to me - OR - D 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 ac- knowledged 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. E VJIT S my han :Q s"A Y S Ui t't1SS?Oai i omrnission^J�-nber Oa4.28430 OPTIONAL Thouoh the data below.Is not reauired by law. I:,rnav prove valuable to persons relying on the document and could prevent t4 V fraudulent reat,achmen; of this form. I CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT r LJ INDIVIDUAL ❑ CORPORATE OFFICER Bid Bond TITLE OR TYPE OF DOCUMENT TITLE(5) ❑ PARTNER(S) D LIMITED ❑ GENERAL 1 D ATTORNEY-IN-FACT NUMBER OF PAGES ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: December 19,2006 DATE OF DOCUMENT SIGNER IS REPRESENTING: NAAAE Or PERSON(5)OR EN-nTV(IEsj Travelers Casualty&Surety Company of America SIGNER(S)OTHER THAN NAMED ABOVE 01993 NATIONAL NOTARY ASSOCIATION•8236 Remmel Ave..P.O.Box 7184-Canoga Park.CA 91309.7164 WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER STPAUL POWER OF ATTORNEY TRAVELERS Farmington Casualty Company St.Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company Attorney-In Fact No. 216084 Cerri6cate No. 001124774 KNOW ALL MEN BY THESE PRESENTS:That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York,that St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company and St.Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota,that Farmington Casualty Company,Travelers Casualty and Surety Company,and Travelers Casualty and Surety Company of America are corporations duly organized under the laws of the State of Connecticut,that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland,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 Stephen E.Ricci,Kathleen A.Petchulat,Thomas C.Ricci,Jr.,and Barbara M.Nierneier of the City of St.Louis State of Missouri their true and lawful Attomey(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 uslttess of�guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or pertin ons oceedings allowed by law. 3rd IN WITNESS WHEREOF,the Companies have caused this ins b to'be n �rtd cprorate seals to be hereto affixed,this day of May 2006 Farmington Casualty Co� St.Paul Guardian Insurance Company Fidelity and Guaranty, s a ` p p St.Paul Mercury Insurance Company Fidelity and Guaranty InsuA'nderwers,Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company GI.SU,F RE'- 4�989 * !o°�ANCE State of Connecticut By: City of Hartford ss. orge W ompson,Seri r Vic President On this the 3rd day of May 2006I before me personally appeared George W.Thompson,who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety 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,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. eipm In Witness Whereof,I hereunto set my hand and official seal. W wk y •My Commission expires the 30th day of June,2011. Marie C.Tetreault,Notary Public 58440-6-06 Printed in U.S.A. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT No 5907 State of Missouri County of St. Louis On before me, Denise Carroll DATE NAME.TITLE OF OFFICER-E.G..-JANE DOE.NOTARY PUBLIC- personally appeared H. Douglas Thomas NAME(S)OF SIGNER(S) personally known to me -OR - ❑ 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 E ELCARROLL behalf of which the person(s) acted, executed the instrument ublic-Notary Baale of Missouriand ke Countyand officia n Expires Dec.S,2009 WITNEsion#0539ggg2 SIGNATURE OF NOTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL CORPORATE OFFICER Bid Bond Vice President Rehabilitation Project TITLE OR TYPE OF DOCUMENT TITLE(S) r t ❑ PARTNER(S) H LIMITED GENERAL ❑ ATTORNEY-IN-FACT ❑ TRUSTEE(S) 1 page ❑ GUARDIAN/CONSERVATOR NUMBER OF PAGES ❑ OTHER: December 19 , 2006 SIGNER IS REPRESENTING: DATE OF DOCUMENT NAME OF PERSON(S)OR ENTITY(IES) Insituform Technologies , Inc. SIGNER(S) OTHER THAN NAMED ABOVE S-4067/GEEF 2198 0 1993 NATIONAL NOTARY ASSOCIATION-8236 Rem met A"e.P 0 Box 7184-Canoga Park.CA 91309-71-' SECTION C PROPOSAL for the 06-07 SEWER REHABILITATION PROJECT CASH CONTRACT No. 1252 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 230 working days, including material delivery, 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 REVISElOROJECT BID SCHEDULE - AVENDA 2 Item::Estimated:: 1fiem:with:unit: rice: Extender::::: .... cant t wYi.. in words: Q.......Y. ...................................................................... .................................... 1 1 Moblization/Demobilizaton lump sum @ Dollars $ Cents Per lump sum 2 1 Traffic Control lump sum @c ,yG, /t/p Dollars $ Gix" G Cents Per lump sum 3 35735 Clean and inspect 8" sewer main V Lf. @ Qom/ ' Dollars Cents Per l.f. 4 1459 Clean and inspect 10"sewer main l.f. @ Dollars $ $ zi l�l{f Cents Per IS. 5 35735 Install Liner and post inspect 8"sewer main IV Dollars $ j S $7,59 Cents Per Lf. 6 1459 Install Liner and post inspect 10"sewer main i l.f. @t �j Dollars $ !:� $S �)SV %lv�k Cents Per Lf. 7 933 Re-open sewer service lateral �- each Dollars $/� Rr21 Cents Per each 8 47 Grind protruding sewer lateral each @ c`�r? 1416VA49 a g Dollars $-7-57V $ 12 Cents Per each 9 1389 Rehabilitation of sewer manhole v.f. @ Dollars $;? z ,liF7 Cents Per v.f. 10 25 Excavate&replace damaged 8"VCP sewer main(2 locations) Dollars $�J Cents Per 1.f. 11 10 Excavate&replace damaged 10"VCP sewer main(1 location) IS @ ��,�-�//if/ �C' fyfl t/ Dollars $ $ �� ,G Cents Per IS. Gls REVISEDWOJECT BID SCHEDULE - AVENDA 2 Ite�ri::Esxirriafed:: �teiri. .....unit:..rice: No::::: uaiitl written iii words: Unit Price Amount Q...... Y. ...................................................................... .................................... Total Amount Bid in Figures: $J,Z9;, 2ry Total Amount Bid in Words:�y�: j��f�,�� �����.��p ,a, y�7 al/�W/- -------- - --------------------------------------------------------------- t -----1- - ------------- --- - C-2s 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. amount bid Accompanying this proposal of bid, find Bidders Bondn the amount of$10% of 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", as the case may be). Bidder shall signify receipt of all Addenda here, if any: Addenda No. Date Received Bidder'sYignature No. l 11 23 06 No. 2 12/8/06 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 and the portion of the work to be done by such subcontractor. Portion Name and Address of Subcontractor State License Class of Work Number By submission of this proposal, the Bidder certifies: 1. That they are 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 Missouri State of(XNAM a ss. County of(XW St . Louis H. Douglas Thomas , bein first duly sworn, deposes and sayfAj� t he or she is V.President Rehabilitatien—I:?reipp- -- Muform Techno log ies,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 , Inc. Name of Bidder Signature of Bidder H. Douglas Thomas V. Pres-ident Rehabilitation Project- 702 Spirit 40 Park Dr Support Chesterfield, Mo 63005 Address of Bidder Subscribed and sworn to before me this 19 day of December , 200 6 . DENISE L CARROLL Notary Public-Notary Seal State of Missoun Pike county NOTARY PUBLIC My Commission Expires Dec.5,2009 Commission#05399892 NOTARY SEAL 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 06-07 SEWER REHABILITATION PROJECT; CC-1252, (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 , Inc. Contractor By H . Douglas Thomas , Vice President Rehabilitation Project Support Title Date: December 19 , 2006 C-5 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? ❑ Yes No If the answer is yes, explain the circumstances in the space provided. Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code, each contractor to whom a public works contract has been awarded shall sign the following certificate. I am aware of the provisions of Section 3700 of the Labor Code, which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. Insituform Technologies , Inc. Contractor BY H. Douglas Thomas, Vice President Rehabilitation Project Support Title Date: December 19 , 2006 C-7 UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-422-4133 a minimum of two working days before scheduled excavation. Dig Alert Identification Number: t � r n `Vp IDrl0 -`I 0 12--Kaw�lbyl t clnr +-fir T Contractor By `�ov��S mho P?'ICIS � U e(t�S�VL 0,CA LO Title Date: o (b Note: This form is required for every Dig Alert Identification Number issued by U.S.A. during the course of the Work. Additional forms may be obtained from the AGENCY upon request. C-8 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Insituform Technologies , Inc. Bidder Name 702 Spirit 40 Park Drive Business Address Chesterfield, MO 63005 City, State Zip ( 636 530-8000 Telephone Number 758411 Class A State Contractor's License No. and Class 1/26/99 Original Date Issued 1/31/07 Expiration Date The work site was inspected byjFX1'.A( � of our office on E��,?7�°���, 200_ The following are persons, fines, and corporations having a principal interest in this proposal: S C'_ C-9 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 , Inc. Company Name Signature of Bidder H. Douglas Thomas , Vice President Rehabilitation Printed or Typed Signature Project Support Subscribed and sworn to be e this 19 day of December , 2006 DENISE L.CARROLL Notary Public-Notary Seal State of Missouri Pike County NOTARY PUBLIC -mob My Commission Exaran n,5,2009 892 Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past two years: 1 City of San Diego 9192 Topax Way, San Diego, Ca 92223 Name and Address of Public Agency Name and Telephone No. of Project Manager: Margaret L iags 858-654-4494 $18 ,000 ,000 CIPP Install, Feb 2006 Contract Amount Type of Work Date Completed 2 City of Huntington Beach 2000 Main St , Huntington Beach , CA Name and Address of Public Agency Name and Telephone No. of Project Manager: Dave Vernone 714-375-8471 $1 , 573 ,821 CIPP Install March 2003 Contract Amount Type of Work Date Completed 3. City of Reno 350 South Center St , Reno NV Name and Address of Public Agency Name and Telephone No. of Project Manager: Gene ,Tones 775-334-2458 $3 ,426 , 713 CIPP Install Oct 2004 Contract Amount Type of Work Date Completed qee ntta,-hod cheat for Additional Pefet:ertees C-10 INSITUFORM TECHNOLOGIES, INC. Assistant Secretary's Certificate The undersigned, being the Assistant Secretary of Insituform Technologies, Inc., a Delaware corporation (the"Corporation"), hereby certifies that: l. The following is a true and correct excerpt from the By-laws of the Corporation: Chief Executive Officer Appointments. The Chief Executive Officer may from time to time appoint such officers of operating divisions, and such contracting and attesting officers, of the Corporation as the Chief Executive Officer may deem proper, who shall have such authority, subject to the control of the Board, as the Chief Executive Officer may from time to time prescribe. The Chief Executive Officer of the Corporation has, pursuant to the above authority, duly appointed (a) H. Douglas Thomas to the position of Vice President Rehabilitation— Project Support and(b) Joann Smith and Denise L. Carroll as Contracting and Attesting Officers of the Corporation. Each of the foregoing have been fully authorized and empowered by the Chief Executive Officer of the Corporation: "(i) to certify and to attest the signature of any officer of the Corporation, (d)to enter into and to bind the Corporation to perform pipeline rehabilitation activities of the Corporation and all matters related thereto, including the maintenance of one or more offices and facilities of the Corporation, (iii) to execute and to deliver documents on behalf of the Corporation and (iv) to take such other action as is or may be necessary and appropriate to carry out the projects, activities and work of the Corporation." IN WITNESS WHEREOF, I have hereunto affixed my name as Assistant Secretary, this 22nd day of November,2005. Insituform Technologies, Inc. By: OnnA� Suta Tungsiripat Assistant Secretary The following information must be returned with the bid Bidder's name: Insituform Technologies, Inc. Bidder's address: 702 Spirit 40 Park Drive, Chesterfield , Mo 63005 Phone number: (639 530-8000 Fax number: (636r - Pipeline rehabilitation process (trade name) bid: Insituform dhop (Choose only one per Section B- "Instructions to Bidders" #12) Manhole rehabilitation process (trade name) bid: �Y1%rf✓✓� Attach a letter to this sheet from the manufacturer stating that: 1. The installer (bidder) listed above is factory licensed and trained. see Attached 2. SDR thickness supplied (minimum thickness SDR 35) see Attached 3. Have the ability and will supply the necessary amount of material within the construction time frame. See Attached List of three certified laboratories that can perform the required ASTM testing. Laboratory number 1: Name: Ramtech Laboratories Address: 14104 Orange Ave, Paramount CA 90723 Telephone number: ( 561 633-4824 Contact person: Ron Macey, Dave Macey Laboratory number 2: Name:. Radco Labs Address: 3220 E. 59th St , Long Beach, CA 90805 Telephone number: (562) 272-7231 Contact person: Jay Mishra Laboratory number 3: Name: SGS U.W. Testing Lab Address: 5555 Telegraph Rd Los Angeles , CA Telephone number: ( 9)0040 Contact person: Jay Gorhale C-11 Insituform• Technologies, Inc. STATEMENT OF EXPERIENCE (PARTIAL LIST) Contract Date Contact Phone Pipe Lineal Feet of Manufacturer Project Amount Completed Owner Name Owner Address Person Number Diameters CIPPInstalled ofCIPP ROW and Easements-Phase"A"K02104A $ 18,000,000.00 Feb-05 City of San Diego 9192 Topaz Way,San Diego,Ca 9223 Margaret Llags 858-654-4494 8-12" 42,000 Insituform Technologies,Inc. 2004 Sanitary Sewer Mains Lining Project-Ph 1 $ 337,507.00 Sep-04 Town of Hillsborough 1600 Floribunda Ave,Hillsborough,CA 94010 Dave Bishop 650-375-7488 6-30" 6,882 Insituform Technologies,Inc. 2004 Sewer Rehabilitation Project Phase III $ 3,426,713.00 Oct-04 City of Reno 350 South Center Street,Suite 400 Reno,NV 81 Gene A.Jones 775-334-2458 8-42" 23,428 linsituform Technologies,Inc. Huntington Harbour Sewer Project $ 1,573,821.00 Mar-03 City of Huntington Beach.CA 2000 Main Street,Hu tin ton Beach,CA 92648 Dave Verrone 714-375-8471 8-15" 39,689 Insituform Technologies,Inc. City Wide Trencless Sewer Rehabilition 2.00.2-0.1 $ 449,998.00 Jul-02 City of Upland,CA 1370 N.Benson Avenue,Upland CA 91785 Steve Gapuzan 909-931-4270 8" 25,553 Insituform Technologies,Inc. 2002 Sewer Reline Project $ 379,882.00 Oct-02 City of Big Bear Lake,CA 42040 Garstin Dr,Big Bear Lake,CA 92315 Jerry Vantine 909-866-7521 6-16" 6,100 Insituform Technologies,Inc. Wastewater Rehabiliation 2002 Basin $ 1,635,275.00 Jan-03 City of Eugene,OR 244 East Broadway,Eugene,OR 97401 Mark Schoenin , 541-682-5560 6"-27" 24,155 Insituform Technologies,Inc. 1-405 at NE 8th Street Sewer Pipe Relining $ 86,896.00 Dec-02 I City of Bellevue,WA 11511 Main Sreet,Bellevue,WA 98009-9012 Abe Santos 425452-6456 8",12"&21" 1,230 Insituform Technologies,Inc. Small Diameter Rehabilitation Project $ 6,000,000.00 Mar-02 City of Phoenix.AZ 200 West Washington St.,Phoenix,AZ 85003 Blaine Robinson 602-262-4709 8"&12" 171,000 Insituform Technologies,Inc. 2001 E.Blanco Rd.Sanitary Sewer $ 479,952.00 Se -02 City of Salinas 200 Lincoln Ave,Salinas,CA 93901 Lynn Mau 831-758-7241 24&27" 2,750 Insituform Technologies,Inc. Small Diameter 2001 project $ 1,800,000.00 Se -01 City of Huntington Beach 2000 Main Street,Hu tin on Beach,CA 92648 Dave Verrone 714-375-8471 8-15" 51,000 Insituform Technologies,Inc. I&I Sewer Main Repair 2000 $ 198,750.00 Jun-01 Sanity Dist.No.2 of Corte Madera,CA 300 Tamal is Drive,Corte Madera,CA 94925 David Bracken 415-927-8801 6"-10" 6,574 Insituform Technologies,Inc. 1998 Annual CIPP Contract $ 500,000.00 Au -03 City of Seattle,WA 710 Second Avenue,Seattle,WA 98104 Kafh Renee 206-615-1709 8"-36" 24,663 Insituform Technologies,Inc. Boeing Field Earth Quake Repairs $ 494,621.00 Ma-01 I King Count Int'I Airport,Boeing Field,WA 7233 Perimeter Rd.S..Seattle,WA 98108 Rick Renaud 206-296-7427 6"-12" 5,049 Insituform Technologies,Inc. EC Repair Base Sanitary Sewers,Phase 2&3 $ 2,318,910.93 Ma-01 McChord Air Force Base.WA P.O.Box 4178,McChord AFB,WA 98438-0171 Sgt.Benjamin 253-982-2532 6"-18" 40,946 Insituform Technologies,Inc. Sewer Rehabilitation for Downtown $ 230,000.00 Mar-01 City of Casa Grande,AZ 510 E.Florence Blvd.,Casa Grande,AZ 85222 Robert Jackson 520-421.8600 8" 5.750 Insituform Technologies,Inc. CIPP 2000 Project $ 1,000,000.00 Dec-00 City of Laguna Beach Fred Shahidi 949-467-3311 8" 25,000 Insituform Technologies,Inc. Peach Ave/Letterman Park Sewer Improve. Dec-00 City of Clovis,CA 1033 Fifth Street,Clovis,CA 93612 Tim Barker 559-297-2356 12" 1,401 Insituform Technologies,Inc. 2000 WPA Sewer Rehabilitation $244,156.69 Nov-00 City of Issaquah,WA P.O.Box 1307.Issaquah,WA 98027 Tony Nguyen 425-837-3437 e" 6,116 Insituform Technologies,Inc. Year 2000 Sewer Pipe Rehabilitation $1,088,726.64 Oct-00 Unified Sewerage Agency,OR 155 N.First St.,Suite 270,Hillsboro,OR 97124 Steve Lampert 503-846-3630 6'-12' 12,477 Insituform Technologies,Inc. City Wide Sewer Main Rehabilitation Project $1,200,000.00 Se -00 City of Arcata,CA 736 F Street,Arcata,CA 95521 Doby Class 707-825-2173 6"-21" 23,406 Insituform Technologies,Inc. Lemmon Valle -Horizon Hills Sewer Rehab Se-00 Washoe County,NV 7930 Energy Way,Reno,NV 89502 Juan Esparza 775-954-4600 6"&8" 3,767 Insituforn Technologies,Inc. Grant Street Sanitary Sewer Lining Au -00 City of Calisto a,CA 1232 Washington Street,Calistoga,CA 94515 John Draper 707-942-2800 8" 771 Insituform Technologies,Inc. Sanitary Pipe Lining-2000 $146,970.00 Au -00 I City of Moscow,ID P.O.Box 9203,Moscow,ID 63843 Dean Weyen 208-883-7030 8"&10" 3,605 Insitufonn Technologies,Inc. Small Diameter Rehabilitation Project Jun-00 City of Glendale,AZ 6829 N.58th Drive,Glendale,AZ 85301 Glen Compton 623-930-3633 8" 7,000 Insituforn Technologies,Inc. 2000 Sewer Rehabilitation Project $313,779.69 Jun-00 City of Lewiston,ID P.O.Box 617, Lewiston,ID 83501 Merritt Donlon 208-746-1316 8" 9.192 Insituform Technologies,Inc. Howard Vollum Park Sanitary Sewer Rehab $157,656.66 Apr-00 Tektronix,Beaverton,OR P.O.Box 500,Beaverton,OR 97077 Mel Benedict 503-627-2488 8"-18" 4,070 Insituform Technologies,Inc. Cured In Place Pipe Rehab 2000 Mar-00 City of Sacramento,CA 1395-35th Avenue,Sacramento,CA 95822 Brett Grant 916-264-1413 6"-15" 6,191 Insituform Technologies,Inc. EC Repair Base Sanitary Sewers,Phase 1 $972,567.79 Mar-00 McChord Air Force Base,WA P.O.Box 4178,McChord AFB,WA 98438-017rud njamin 253-982-2532 6--15- 18,017 Insituform Technologies,Inc. Pima CountySmall Diameter Additional Work Mar-00 Pima County,AZ 201 N.Stone Ave.,Tucson,AZ 85701 ncoln 520-740-2651 8" 2,000 Insituform Technologies,Inc. Newton Creek Basin Sewer LiningProject Feb-00 RoseburgUrban Sanitary Authority,OR P.O.Box 1185,Roseburg,OR 97470 Thames 541-072-1551 8"&18" 1,548 Insituforn Technologies,Inc. South Natomas Sewershed Rehab Project Jan-00 Count San.Dist 1 of Sacramento County, 827 Seventh St.,Sacramento,CA 95814 ph Dobson 916-875-7123 6"-15" 3,411 Insituform Technologies,Inc. Wastewater Collection System Improvements Dec-99 City of Depoe Bay,OR 570 SE Shell,De oe Bay,OR 97341 erry ngs 541-765-2361 8" 3,968 1 situforn Technologies,Inc. I&I Sewer Main Repair,Project No.99-201 Dec-99 Sanitary Dist.No.2 of Corte Madera,CA 300 Tamalpais Drive,Corte Madera,CA 94925 David Bracken 415-927-8801 6"-12" 5,796 Insituform Technologies,Inc. 1999 Sewer Line Rehab,Project 8.251-5 Au -99 City of Incline Village,NV 893 Southwood Blvd.,Incline Village,NV 89451 Bill Quesnel 702-832-1267 6"-18" 3,625 Insituform Technolo ies,Inc. insitufhrm' Technologies, Inc. STATEMENT OF EXPERIENCE PARTIAL LIST Sewer Improvement Project Au -99 City of Kalispell,MT P.O.Box 1997,Kalispell,MT 59903-1997 Fred Zavodn 406-758-7700 10"&15" 2,210 Insituform Technologies,Inc. Sierra Vista Small Diameter Rehabilitation Jul-99 City of Siena Vista,AZ 1224 North Ave.,Sierra Vista,AZ 85635 Marty Haverty 520-458-5775 8" 12,500 Insituform Technologies,Inc. Linin B"Sanitary Sewer Force Main Jun-99 City of Millbrae,CA - 621 Magnolia Ave.,Millbrae,CA 94030 Dino Campagna 650-259-2374 8" 1,835 Insituform Technologies,Inc. Emergency Repair of Sewer Near City Hall Jun-99 lCity of Mountlake Terrace,WA 23204-58th Ave W,Mountlake Terrace,WA 98 Greg Reed 425-776-1161 6"&8" 1,219 Insituform Technologies,Inc. 1997 Sanitary Sewer Main Rehabilitation Au -98 City of Renton,WA. 200 Mill Ave.South,Renton,WA 98055 Mike Benoit 425-277-6206 8" 5.545 Insitufonn Technologies,Inc. Downtown Sewer Rehabilitation Jun-98 City of Hines,OR 101 East Barnes,Hines,OR 97738 Bob Sands 541-573-2251 8"-12" 1.993 Insituform Technologies,Inc. 1998 WPA Sewer Rehabilitation Jun-98 City of Issaquah,WA P.O.Box 1307,Issa uah,WA 98027 Tony Nguyen 425-837-3437 8" 2.464 Insituform Technologies,Inc. Phase I Wastewater System Improvements-1998 Jun-98 City of Nyssa,OR 14 S.3rd Street,Nyssa,OR 97913 Scott Nebeker 541-372-2264 8"&10" 1,936 Insituform Technologies,Inc. 647,833 CITY OF HUNTINGTON BEACH 06-07 Sewer Rehabilitation Project, CC-1252 To Whom It May Concern: Insituform Technologies, Inc. will supply pipe thickness based on Design Specification and ASTM- F1216, taking into consideration the actual physical site conditions and the physical properties of the proposed lining system, and will supply the necessary amount of material within the construction time frame. Signature H.Douglas Thomas Vice President Project Support Title December 19,2006 Date Insituform ® T Worldwide Pipeline 702 Spirit 40 Park Drive Tel: (636)530-8000 Technou►gies,IIZC Rehabilitation Chesterfield,MO 63005 Fax:(636)530-8744 www.insituform.com January 6, 2006 RE: Installer Certification To Whom It May Concern: Please be advised that Insituform Technologies is a 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 a full research and development department, licensed 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, Inc. is authorized to install Insituform products supplied by Insituform Technologies, Inc. Sincerely, INSITUFORM TECHNOLOGIES, INC. Alexander . uehler Vice President Sales and Marketing STATE OF MISSOURI COUNTY OF ST. LOUIS Subscribed and sworn to before me this 06th day of January in the year 2006. Notary Pu li "NOTARY SEAL" Lori K Fnifrock , NotarYublic St. Charles County, State of Missouri My Commission Expires 1/21/2009 Commission Number 05407088 ALASKA COLORADO SHANNON &WILSON, INC OMISSOURI REGON FLORIDA ® GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS WASHNGTON December 12, 2006 Mr. Eugene Zaltsman Insituform Technologies, Inc. 702 Spirit 40 Park Drive Chesterfield, Missouri 63005 INSITUFORM CIPP DESIGN CITY OF HUNTINGTON BEACH 06-07 SEWER REHABILITATION PROJECT, CONTRACT NO. 1252 HUNTINGTON BEACH, CALIFORNIA Dear Mr. Zaltsman: As requested, we have reviewed your calculations for the design of the Insituform CIPP for the 06-07 Sewer Rehabilitation project in Huntington Beach, California. Our review is based on the following documents provided to us by your firm: • Pages E-28 and E-29 of Pipeline System Rehabilitation Project for Sewer Relining using Cured-In-Place Pipe (CIPP). • ASTM F1216, Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of Resin Impregnated Tubes. • Insituform Engineering Design Guide, Insituform Technologies, Inc. • Insituform pipe design input values and calculated thicknesses prepared by Insituform for the subject project. Design parameters used in the analyses are presented in Table 1. We have reviewed your calculations, and in our opinion the minimum design thickness presented in Table 2 meet the requirements set forth in ASTM F1216 and the project specifications for the assumed conditions. The CIPP thickness was calculated using the Modified AWWA Formula, which includes the maximum groundwater depth measured above the crown of the pipe to be rehabilitated as a variable. We recommend that design assumptions be checked in the field during construction, and that we be notified if any discrepancies are observed so that we can review the design accordingly. 2043 WESTPORT CENTER DRIVE SAINT LOUIS,MISSOURI 63146.3564 41-1-36357-034 314.699.9660 FAX 314.699.9661 <><><><><><><> INSITUFORM®CIPP DESIGN <><><><><><><> (as per ASTM F1216) Client: City of Huntington Beach 12/07/06 Project: 06-07 Sewer Rehabilitation Project,Contract No. 1252 Location: Huntington Beach, CA Conduit\Condition: Gravity Sewer, Fully Deteriorated 400,000 psi Flexural Modulus 50 % Flexural Modulus Retention to Account for Long-term Effects 4,500 psi Flexural Strength. 2.0 Safety Factor for External Loads 8.00 inches Mean Diameter 7.84 inches Minimum Diameter 2.0 % Ovality 7.70 feet Maximum External Water Head to Invert 10.00 feet Soil Depth at Top of Conduit 120 Ib./cu.ft. Soil Density 1,000 psi Soil Modulus 11.0 psi Total Earth Loading 16,000 Ibs Live load per AASHTO (includes 1.54 psi HWY surcharge) 0 psf 2025psf RR Live Load (80,OOOlbs per axle or 320,OOOlbs per truck) (includes 0.00 psi RR surcharge) Thickness Limitations (inches) 0.1000 Maximum compressive hoop stress 0.1084 External pressure buckling 0.1126 Minimum stiffness limitation,deteriorated conduit 0.1387 External pressure,deteriorated conduit(AWWA) Minimum Design Thickness = 0.14 inches 3.5 mm DR= 57.7 Mode of Failure : External pressure,deteriorated conduit(AWWA) Long-term Deflection= 1.19% (Spangler) Based on Trench Width of 2.25 feet 0.7 meter The input data for this project should be verified in the field prior to construction. Should other conditions exist now or are expected to change over the design life of this Insituform CIPP then appropriate adjustments must be made to the design calculations. EZ Designed by Checked by <><><><><><><> INSITUFORM®CIPP DESIGN <><><><><><><> (as per ASTM F1216) Client: City of Huntington Beach 12/07/06 Project: 06-07 Sewer Rehabilitation Project,Contract No. 1252 Location: Huntington Beach, CA Conduit\Condition: Gravity Sewer, Fully Deteriorated 400,000 psi Flexural Modulus 50 % Flexural Modulus Retention to Account for Long-term Effects 4,500 psi Flexural Strength 2.0 Safety Factor for External Loads 10.00 inches Mean Diameter 9.80 inches Minimum Diameter 2.0 % Ovality 7.80 feet Maximum External Water Head to Invert 10.00 feet Soil Depth at Top of Conduit 120 Ib./cu.ft. Soil Density 1,000 psi Soil Modulus 10.7 psi Total Earth Loading 16,000 Ibs Live load per AASHTO (includes 1.23 psi HWY surcharge) 0 psf 2025psf RR Live Load (80,000lbs per axle or 320,OOOlbs per truck) (includes 0.00 psi RR surcharge) Thickness Limitations (inches) 0.1000 Maximum compressive hoop stress 0.1361 External pressure buckling 0.1408 Minimum stiffness limitation,deteriorated conduit 0.1698 External pressure,deteriorated conduit(AWWA) Minimum DesiAn Thickness = 0.17 inches 4.3 mm DR= 58.9 Mode of Failure : External pressure,deteriorated conduit(AWWA) Long-term Deflection= 1.20% (Spangler) Based on Trench Width of 2.5 feet 0.8 meter The input data for this project should be verified in the Feld prior to construction. Should other conditions exist now or are expected to change over the design life of this Insituform CIPP then appropriate adjustments must be made to the design calculations. EZ Designed by Checked by r November 17, 1999 Test Report No. E9-0544 Page 1 of 4 CLIENT: Insituform Technologies, Inc. 17999 Edison Avenue Chesterfield,MO 63005-3700 Attn: Greg Hunt RE: PO R-05508 MATERIAL: Thirty-five individual composite specimens approximately 8 inches x '/2 inch x 0.235 inches were submitted and identified as Insituform® 102TA Composite Samples. TESTING: Chemical Resistance testing was conducted in accordance with ASTM D5813-95,paragraph 6.4.1. The specimens were immersed in the solutions shown.in the table below for 368 days. At the end of the exposure,the specimens were removed and tested for flexural properties in accordance with ASTM D790-98,Procedure A using a span to depth ratio of at least 16:1. In addition, one set of"Control" specimens were exposed to approximately 50%Relative Humidity and 23°C for the 368 day period. Chemical Solution Concentration Nitric acid 1 Sulfuric acid 5 ASTM Fuel C 100 Vegetable oil 100 Detergent 0.1 Soap 0.1 RESULTS: The results are summarized in Table 1 as the percentage retention of flexural modulus and flexural strength after the one-year immersion. All values exceeded the ASTM D5813 requirements of at least 80% retention of flexural modulus after one-year immersion in all solutions. Detailed values are presented in Table 2. TESTING SUPERVISED BY: TESTING CONDUCTED BY: ><e Krause-Singh Dale J. Beasle Section Manager Technician II This report applies only to the sample,or samples.investigated and is not necessarily indicative of the quality or condition of apparently identical or similar products.As a mutual protection to clients,the public and these Laboratories,this report is submitted and accepted for the exclusive use of the client to whom it is addressed and upon the condition that it is not to be used,in whole or in part,in any advertising or publicity matter without prior written authorization from Hauser Laboratories.This report may be copied only in its entirety. Hauser Laboratories • 4750 Nautilus Ct.So. • Boulder, CO 80301-3240F • www.hal 4' .0�,f° m T2chn01cgi ;. InC. i!�2 Sp it 40 Pars •� 9 Ph: (800)241-2322 Ph: (303)581-0079 FAX: (303)581-0195C1,i2 tErtield, P;iO 6, '' �� November 17, 1999 Test Report No. E9-0544 Page 2 of 4 TABLE 1 SUNMARY OF FLEXURAL TEST RESULTS Solution Average Retention of Flexural Strength Average Retention of Flexural Modulus Nitric acid 87 94 Sulfuric acid 87 98 ASTM Fuel C 90 100 Vegetable oil 87 101 Detergent 85 85 Soap 88 r 88 MTM D5813 80 minimum Requirement tr��'uform Tecli! g-I e s k ic: in2 cpirii C'l,,�s;eriiela. ,,u C)s"G5 November 17, 1999 Test Report No. E9-0544 Page 3 of 4 TABLE 2 DETAILED FLEXURAL PROPERTIES Specimen No. Maximum Flexural Strength Flexural Modulus(Tangent) Value %Retention Value %Retention psi % psi % Control 1 6860 746000 2 6970 722000 3 7450 718000 4 8630 733000 5 8560 792000 Average 7690 100 742000 100 Std. Dev. 850 29700 Nitric Acid Exposure 1 6610 676000 2 6810 721000 3 6670 725000 4 6650 660000 5 6620 716000 Average 6670 87 700000 94 Std.Dev. 80 29600 Sulfuric Acid Exposure 1 6710 672000 2 6540 711000 3 6530 768000 4 6400 730000 5 7140 758000 Average 6670 87 728000 98 Std. Dev. 290 38500 ASTM Fuel C Exposure 1 6650 734000 2 6450 751000 3 7310 701000 4 7000 790000 5 7300 Average 6940 90 744000 1000 Std. Dev. 390 37000 C1� 1 November 17, 1999 Test Report No. E9-0544 Page 4 of 4 TABLE 2 CONTINUED Specimen No. Maximum Flexural Strength Flexural Modulus (Tangent) Value I %Retention Value % Retention psi % psi 4 % Vegetable Oil Exposure 1 7320 726000 2 6230 748000 3 6760 769000 4 6420 735000 5 6560 787000 Averse 6660 87 753000 101 Std. Dev. 420 24900 Detergent Exposure 1 7110 605000 2 6160 634000 3 6630 650000 4 5760 623000 5 7030 652000 Averse 6540 85 633000 85 Std. Dev. 570 19400 Soap Exposure 1 6110 618000 2 6860 647000 3 6930 688000 4 6780 658000 5 7270 657000 Averse 6790 88 654000 88 Std. Dev. 420 25000 107 S, rti Ohestcrt[eid. �✓ lnsituform Worldwide Pipeline 702 Spirit 40 Park Drive Tel: (314)530-8000 �i'(-11 1 ohJ( 07-ir. b r f Rehabilitation Chesterfield.M0 63005 Fax:(314)519-8010 www.insituform.com Flexural Creep Modulus AOC 102TA Polyester Resin 9e+5 9e+5 8e+5 ------—. ....------— ...... .—.—._.--- — ...... — — —— — 8e+5 7e+5 ------ --- --- ---------------------- — —— — ------ 7e+5 •^ 6e+5 — — — — -------- ---------— — — — —_--- --- ------ 6e+5 CL .... 106.Hrs 3 5e+5 — — — — —— — — — — —— --- ------- -----------......— 5e+5 .a Q 4e+5 — —------- — — ----- 4e+5 iL m d - ti. U3e+5 --------- ............------- — -------�0 00o Hrs — ------ 3e+5 2e+5 - 2e+5 1e+0 1e+1 1e+2 1e+3 1e+4 1e+5 Time (hours) 50 Years Testing done in accordance with ASTM D2990 by Hauser Laboratories Insituform Technologies,I.nc INSITUFORM TECHNOLOGIES,INC. OFFICERS CURRENT AS OF MAY 8,2006 Thomas S.Rooney,Jr. President and Chief Executive Officer Thomas E.Vossman Senior Vice President and Chief Operating Officer David A.Martin Vice President and Controller David F.Morris Vice President,General Counsel and SecreWy Timothy R.Minahan Vice President and Chief Information Officer Alexander Buehler Vice President Marketing and Technology Andrew B.Stroud,Jr. Vice President—Human Resources Andrew P.Hay Treasurer Suta Tungsiripat Assistant Secretary Business Address for Officers: 702 Spirit 40 Park Drive Chesterfield,MO 63005 \dminktiritnr,l�S1)lh i1-1I'1O&I)-i-09-06d„ La>IIt �isirn i'I.'.!( • City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-1735, Fax (714) 374-1573 ADDENDUM NUMBER ONE For 06-07 SEWER REHABILITATION PROJECT, CC-1252 November 23, 2006 Notice To All Bidders: Please note the following clarification to the Project Plans, Specifications, and Technical Provisions: Sewer Reaches 1-503-1-510, and their associated quantities in bid schedule, portrayed in Sheet 8 of the Project Location Maps will be deleted from the Contract Documents and Specifications for the 06-07 Sewer Rehabilitation Project. The bid schedule and Sheet 8 shall be replaced by the following attached documents: 1) REVISED BID SCHEDULE IN SECTION C FOR THE 06-07 SEWER REHABILITATION PROJECT 2) REVISED SHEET 8 OF THE PROJECT LOCATION MAP Bidders shall submit SECTION C with the revised bid schedule. This is to acknowledge receipt and review of Addendum Number One, dated November 23, 2006. Insituform Technologies, Inc. /✓' > Company Name By H. Douglas Thomas , Vice President Rehabilitation Project Support December 19, 2006 Date All bidders must acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Douglas Erdman at(714)374-1735. Underground Service Alert FLOW DIRECTION SEWER TO BE REHABILITATED Call: TOLL FREE IN L let 1-800-422-4133 ####### D=#'t MO WORMG DAYS affa�You ac (APPROXIMATE DEPTH LINE ID No. OF MANHOLE) (SEE THIS SHT.) MANHOLE TO BE REHABILITATED SEWER TO BE SLIPLINED -_ — -------- EXISTING SEWER ® SEWER MANHOLE ® DROP MANHOLE L# SEWER SEGMENT(SEE TABLE) LINE SIZE LINEAL FEET LATERALS COMMENT } L500 8"" 158.6 2 L501 8" 70.9 2 L502 8" 189.2 0 x_ " I ti L O C A T ION M A P CITY OF HUNTINGTON BEACH REVISED DEPARTMENT OF PUBLIC WORKS SHT. 8 OF 11 REVISED PROJECT BID SCHEDULE - ADDENDA 1 :)ft.... .......rafed. : .:.:.:.:.:.:Ite...... i: ..... rice: p................................... ........... .... No ::: aanti written in Vi�ards: ::i3>r�it Friee::: ::::Amau ::: Q...... ...................................................................... 1 1 Moblization/Demobilizaton lump sum @ Dollars $ $ Cents Per lump sum 2 1 Traffic Control lump sum @ Dollars $ $ Cents Per lump sum 3 35480 Clean and inspect 8" sewer main If @ Dollars $ $ Cents Per l.f. 4 1459 Clean and inspect 10"sewer main l.f. @ Dollars $ $ Cents Per l.f. 5 35480 Install Liner and post inspect 8"sewer main Dollars $ $ Cents Per l.f. 6 1459 Install Liner and post inspect 10"sewer main l.f. @ Dollars $ $ Cents Per l.f. 7 930 Re-open sewer service lateral each @ Dollars $ $ Cents Per each 8 47 Grind protruding sewer lateral each @ Dollars $ $ Cents Per each 9 1389 Rehabilitation of sewer manhole V. @ Dollars $ $ Cents Per v.f. 10 25 Excavate&replace damaged 8"VCP sewer main(2 locations) l.f. @ Dollars $ $ Cents Per l.f. 11 10 Excavate&replace damaged 10"VCP sewer main(1 location) IS @ Dollars $ $ Cents Per l.f. C-1s REVISED PROJECT BID SCHEDULE - ADDENDA 1 item:- s ima.ed ::Item:with:tinii:..rice: :::E tended : P. Qu:anti writte�t=iri .—ds: ::::I3nit . ..... ... ...................................................................... .................................... Total Amount Bid in Figures: $ Total Amount Bid in Words: C-2s City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-1735, Fax (714) 374-1573 ADDENDUM NUMBER TWO For 06-07 SEWER REHABILITATION PROJECT, CC-1252 December 8, 2006 Notice To All Bidders: Please note the following clarification to the:Project Plans,_Specifications, and Technical Provisions: ADDENDA ITEM #1 Sewer Reaches L122 is duplicated on Sheet 4 at-the intersection of Mokihana Dr.and Zamora Ln. The L122 on Zamora Ln will be reassigned as L129 with a length of 255.0' and 3 laterals. Sheet 5 does not show reach L208 in the location map and will be revised to illustrate the missing sewer. The Revised Project Bid Schedule- Addenda 1, Sheet 4 and Sheet 5 shall be replaced by the following attached documents for the Contract Documents and Specifications for the 06-07 Sewer Rehabilitation Project: 1) REVISED BID.SCHEDULE—ADDENDA 2 2) REVISED SHEET 4 OF THE PROJECT LOCATION MAP 3) REVISED SHEET 5 OF THE PROJECT LOCATION MAP Bidders shall submit SECTION C with the most current revised bid schedule. ADDENDA ITEM#2 Equivalent Materials in Section B, Instruction to Bidders,Item number 12 will be amended to read the following: The Contractor shall select one of the following seamless,jointless, tight fitting liner systems listed below for the rehabilitation of the existing sewer lines. NO other rehabilitation systems or methods will be accepted. Trade Name GREENBOOK Section Process Insituform, National Liner 500-1.4 Type A* Cured-in- Place Liner(CIPP Liner) InLiner 500-1.4 Type B* Cured-in-Place Liner(CIPP Liner) NuPipe or EX Pipe 500-1.10 Type A* Folded and Re-formed PVC Pipe Liner AM-LINER II 500-1.10 Type B* Folded and Re-formed PVC Pipe Liner *Shall comply with Standard Specifications for Public Works Construction (GREENBOOK), current edition, except as modified herein This is to acknowledge receipt and review of Addendum Number Two,dated December 8, 2006. Insituform Technologies , Inc. Company Name By H.-Douglas Thomas, Vice President December 19 , 2006 Rehabilitation Project Support Date All bidders must acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Douglas Erdman at(714) 374-1735. REVISEI 'ROJECT BID SCHEDULE - E. DENDA 2 ......: ......tafed . ........ i"tti:upif: rice:::=::: ::::::::::_:::::::::::::::::::::_:_::::: ::::::E.... P... ........................ :::N aan#i :< ::: ::=>:wrii eii in cords=: :_>:=: >: :=�3»if l'rtc Amau ..Q....... ........................................... 1 1 Moblization/Demobilizaton lump sum @ Dollars $ $ Cents Per lump sum 2 1 Traffic Control lump sum @ Dollars $ $ Cents Per lump sum 3 35735 Clean and inspect 8" sewer main l.f. @ Dollars $ $ Cents Per l.f 4 1459 Clean and inspect 10"sewer main l.f. @ Dollars $ $ Cents Per IS 5 35735 Install Liner and post inspect 8"sewer main l.f. @ Dollars $ $ Cents Per If 6 1459 Install Liner and post inspect 10"sewer main l.f. @ Dollars $ $ Cents Per l.f. 7 933 Re-open sewer service lateral each @ Dollars $ $ Cents Per each 8 47 Grind protruding sewer lateral each @ Dollars $ $ Cents Per each 9 1389 Rehabilitation of sewer manhole v.f. @ Dollars $ $ Cents Per v.f. 10 25 Excavate&replace damaged 8"VCP sewer main(2 locations) l.f. @ Dollars $ $ Cents Per l.f. 11 10 Excavate&replace damaged 10"VCP sewer main(1 location) IS @ Dollars $ $ Cents Per IS REVISEE ROJECT BID SCHEDULE - A )ENDA 2 item: :Es#irri...... :::::::::::::::::::::::::::::::I.....:.......unit: : ..P............................................. o ::::: uanti writferr in cords=: Unit Price......h'.. .......................................... .. ......... tlma........ ........................ Total Amount Bid in Figures: $ Total Amount Bid in Words: 'Underground • • • Coll: TOLL FREE • • aA ^'i-rE_n's i TIP j 5 , j � RON � ]���`��F' ®� • �- ,ii r^ �t­17_ �- 3 It �5l� �c..c �..�.sl9 t .rA• •G.. PM WE -.- {qtr�' 9i` LOCATIOrN MAP mf mug 1111110 - ' ■ • , • �1F �� Y � � - � 4 � ■'•' • • c gu a S s { � i x { // Y� S K 9 .�� 2 � �A � k �• i i f 14 f _ U 414.d,777A - a LOCATION MAP Emsm wal I 111!1111�! IIII�lIIIqIIIlIIII 11111111111 11 111 1 �` WE S` C 0 20100 S. Western Ave. Torrance, CA 90501 1 N F R AST R U CT V R E (310) 224-5000 Fax (310) 972 3621 License No.780144 December 18, 2006 City of Huntington Beach 200 Main St. Huntington Beach, CA 92648 Re: 06-07 Sewer Rehabilitation Project(WIT Bid No. B000311) We are unable to bid the above Project at this time. We would like to thank you for the opportunity to bid this job and we are looking forward on the next similar project for bidding that you may have in your program. Sincerely, Rey omingo Estimator ED 2006 DEC 19 AM 11: 14 HUNT`NGTON' �e s r WE S C 0 I N F R A S T R U C T U R E CITY OF HUNTINGTON BEACH CITY CLERK, 2ND FLOOR 2000 MAIN STREET HUNTINGTO,N BEACH, C,A :92648 Wesco Infrastructure, Inc:, 20100 S. Western Ave., Torrance,,` CA 90501 1 A: SECTION C PROPOSAL for the 06-07 SEWER REHABILITATION PROJECT CASH CONTRACT No. 1252 in the CITY OF HUNTINGTON BEACH TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF HUNTIN TON 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 230 working days, including material delivery, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY's notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY's option, be considered null and void. Accompanying this proposal of bid, find in the amount of$ 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", as the case may be). 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 and the portion of the work to be done by such subcontractor. Portion Name and Address of Subcontractor State License Class of Work Number By submission of this proposal, the Bidder certifies: 1. That they are 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 State of California ss. County of Orange being first duly sworn, deposes and says that he or she is of 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 Signature of Bidder Address of Bidder Subscribed and sworn to before me this day of , 200_ NOTARY PUBLIC NOTARY SEAL 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 06-07 SEWER REHABILITATION PROJECT; CC-1252, (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 perfonned 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. Contractor By Title Date: C-5 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? ❑ Yes ❑ No If the answer is yes, explain the circumstances in the space provided. 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: C-7 UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-422-4133 a minimum of two working days before scheduled excavation. Dig Alert Identification Number: Contractor By Title Date: Note: This form is required for every Dig Alert Identification Number issued by U.S.A. during the course of the Work. Additional forms may be obtained from the AGENCY upon request. C-8 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Bidder Name Business Address City, State Zip Telephone Number State Contractor's License No. and Class Original Date Issued Expiration Date The work site was inspected by of our office on , 200_. The following are persons, fines, and corporations having a principal interest in this proposal: C-9 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. Company Name Signature of Bidder Printed or Typed Signature Subscribed and sworn to before me this day of , 200 NOTARY PUBLIC NOTARY SEAL Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past two years: 1. Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed 2. Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed 3. Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed C-10 The following information must be returned with the bid Bidder's name: Bidder's address: Phone number: ( ) Fax number: ( ) Pipeline rehabilitation process (trade name) bid: (Choose only one per Section B- "Instructions to Bidders" #12) Manhole rehabilitation process (trade name) bid: Attach a letter to this sheet from the manufacturer stating that: 1. The installer (bidder) listed above is factory licensed and trained. 2. SDR thickness supplied (minimum thickness SDR 35) 3. Have the ability and will supply the necessary amount of material within the construction time frame. List of three certified laboratories that can perform the required ASTM testing. Laboratory number 1: Name: Address: Telephone number: ( ) Contact person: Laboratory number 2: Name: Address: Telephone number: ( ) Contact person: Laboratory number 3: Name: Address: Telephone number: ( ) Contact person: C-11 REVISED PROJECT BID SCHEDULE - ADDENDA 1 :It6M:::Esziirrcated: ::::::::::::: :::::::Ite......4h::unit: rice: ::::::EgteiidW ..................................................................................................... 'No.` :;Quantity: wiritfeit:in: ords.:: �Itiit:Pr>fce:'. ::::: inau; ;' :: .. ... ....... ..... ....... . . 1 1 Moblization/Demobilizaton lump sum @ Dollars $ $ Cents Per lump sum 2 1 Traffic Control lump sum @ Dollars $ $ Cents Per lump sum 3 35480 Clean and inspect 8" sewer main 1•f. @ Dollars $ $ Cents Per If 4 1459 Clean and inspect 10"sewer main l.f @ Dollars $ $ Cents Per IS. 5 35480 Install Liner and post inspect 8"sewer main l.f. @ Dollars $ $ Cents Per l.f. 6 1459 Install Liner and post inspect 10"sewer main If @ Dollars $ $ Ce is Per 1.f. 7 930 Re-open sewer service lateral each @ Dollars $ $ Cents Per each 8 47 Grind protruding sewer lateral each @ Dollars $ $ Cents Per each 9 1389 Rehabilitation of sewer manhole v.f. @ Dollars $ $ Cents Per v.f 10 25 Excavate&replace damaged 8"VCP sewer main(2 locations) l.f. @ Dollars $ $ Cents Per IS. 11 10 Excavate&replace damaged 10"VCP sewer main(1 location) IS @ Dollars $ $ Cents Per l.f. C-1s REVISED PROJECT BID SCHEDULE - ADDENDA 1 4t0h::Estimafed;.::::::: ::::::Item::I h:;unit:�:rice:::::::: :Ea�teiideit P.......... ........................... .. uant�ty wr�tte�t..n.fiords. : : :::::: ::::: ::::::: drt:Pr.ce::: ::::::: inoudt::::::: Total Amount Bid in Figures: $ ' Total Amount Bid in Words: -------------------------------------------------------------N-.0-----------v------- v----------------------- C-2s