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HomeMy WebLinkAboutSANCON ENGINEERING - 2002-05-06 (2) Recorded in Official Records, County of Orange Darlene Bloom, Clerk-Recorder 4 WHEN RECORDED MAIL TO: 111111 111il 11111 iIIIII IE111I'+III111111iIITil1!1EdNO FEE CITY OF HUNTINGTON BEACH 2O02001064466 04:30 m 11/22/02 Office of the City Clerk 200 79 N12 1 p P.O. Box 190—2000 Main St. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Huntington Beach, CA 92648 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 Engineering II Inc. who was the company thereon for doing the following work to-wit: OLD TOWN SEWER PHASE ill; CC-1180 f r This project includes the lining of the old down town sewer mains. ]r That said work was completed October 14, 2002 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 October 14, 2002, per City Council Resolution No. 2002-10 adopted February 19, 2002. 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 October 31, 2002 GL � Directorof Public Works or City Engineer ineer 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 October 31, 2002. irector of_Public Works or City Engineer City of Huntington Beach, California WHEN RECORDED MAIL TO: CITY OF HUNTINGTON BEACH Office of the City Clerk P.O. Box 190—2000 Main St. Huntington Beach, CA 92648 CONFORMED COPY Recorded in Official Records, County ared With Original Darlene Bloom, Clerk-Recorder of Orange "°t c4rly� illl1 J!lii 3!!I'r ill WHEN RECORDED MAiL TO: 20�2Q�1Q�4 ���4. I!ill FEE CITY OF HUNTINGTON BEACH 200 79 N12 1 0pm 11/22102 Office of the City Clerk 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0o P.O. Box 190--2000 Main St. Huntington Beach, CA 92648 -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 Engineering II Inc. who was the company thereon for doing the following work to-wit: OLD TOWN SEWER PHASE ill; CC-1180 This project includes the fining of the old down town sewer mains. That said work was completed October 14, 2002 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 October 14, 2002, per City Council Resolution No. 2002-10 adopted February 19, 2002. 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 October 31, 2002 Di r r Director of Public Works o City Enginee City of Huntington Beach, Caiifomle 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 October 31, 2002. !rector of Public Works or City Engineer City of Huntington Beach, California WHEN RECORDED MAiL.TO: CITY OF HUNTINGTON BEACH Office of the City Clerk P.O. Box 190—2000 Main St. Huntington Beach, CA 92648 COUNTY OF ORANGE ;--- • „ County Clerk-Recorder P.O. Box 238 RETURN SER vL REQUESTED oEC as�a z Santa Ana, CA 92702-023$ �„ � 7132225 U.B. POSTA89 n a .A ;A 1•�t ttt�.r :i�•.~".� ��[Ir[rr�rl[t['ltrt[�e[�Itt[r��t[�f[t��r[rlrt��rr[�[�r�r�rrt�� CONFO'RIJED Copy Recorded in Official Records, County of Orange Not Compared with Original Darlene Bloom, Clerk-Recorder llfffl�ll�i�I��II�INI�IIRI��8�1!I�IffIlll�lll�lllll!!!l!Illn WHEN RECORDED MAIL TO: 2002001064466 04.30 FEE CITY OF HUNTINGTON BEACH 200 79 N'12 1 p� �1�22IO2 Office of the City Clerk 0.00 O.Od o.00 0.00 0.00 0.00 0.00 0.00 P.O. Box 190—2000 Main St. Huntington Beach, CA 92648 -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 Engineering II Inc. who was the company thereon for doing the following work to-wit: OLD TOWN SEWER PHASE ill; CC-1180 This project includes the lining of the old dawn town sewer mains. That said work was completed October 14, 2002 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 October 14, 2002, per City Council Resolution No. 2002-10 adopted February 19, 2002. 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 October 31,2002 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 October 3zirector WorkaCity ineer City of Huntington Beach, California WHEN RECORDED MAIL TO: CITY OF HUNTINGTON BEACH Office of the City Clerk P.O. Box 190—2000 Main St, Huntington Beach, CA 92648 �:J..ti _i�� .. ..�,:•r .,S`:4 ^- t lr.` v'!4 ".�i.�::. - .';. - f! v.i 1''.ri':[ { • ' F'1J "•Y[-£- ! �.y •-{.-:. ' RECEIVED`I3Y: . CITY CLERK RECEIPT COPY Return DUPLICATE to �tfl-, �,� 6a Jeffrey Hughes(ext.6260) _(Name) —T_ after signingldating (Date) � : CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION TO: Shari Freidenrich, City Treasurer ATTN: Jim Slob�]ojan, Deputy City Treasurer FROM: Np s DATE: 4S 0~a2 SUBJECT: Bond Acceptance _1 M !•• f I have received1the bands for S11N{�,J ��jjN��l�tNh �� !t�•i _',[ ��.� ` ` j "' (Company Name) Faithful Performance Bond No. try 75 14 Labor and Material Bond No. 114 "75 t 4 Monument Bond No. Maintenance Bond No. t fi..s it 14 Re: Tract No. ter' ,.,.. ... -• ,.r.- _- . 1 MSC No. : Approved 05- Agenda Item No. b fCouncil'Approva!Date) :'City Clerk Vault No. n g:fjahlbondletter.docrk .,., t WHEN RECORDED MAIL TO: CITY OF HUNTINGTON BEACH Office of the City Clerk P.O. Box 190—2000 Main St. Huntington Beach, CA 92648 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 Engineering Il Inc. who was the company thereon for doing the following work to-wit: OLD TOWN SEWER PHASE III; CC-1180 This project includes the lining of the old down town sewer mains. That said work was completed October 14, 2002 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 October 14, 2002, per City Council Resolution No. 2002-10 adopted February 19, 2002. 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 October 31, 2002 Director of Public Works or City Engineer City of Huntington Beach, California STATE OF CALIFORNIA } County of Orange } ss: City of Huntington Beach } 1, 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. 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 October 31, 2002. irector of Public Works or City Engineer City of Huntington Beach, California WHEN RECORDED MAIL TO: CITY OF HUNTINGTON BEACH Office of the City Clerk P.O. Box 190—2000 Main St. Huntington Beach, CA 92648 WHEN RECORDED MAIL TO: CITY OF HUNTINGTON BEACH Office of the City Clerk P.O. Box 190—2000 Main St. Huntington Beach, CA 92648 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 Engineering 11 inc. who was the i company thereon for doing the following work to-wit: OLD TOWN SEWER PHASE III; CC-1180 This project includes the lining of the old down town sewer mains. That said work was completed October 14, 2002 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 October 14, 2002, per City Council Resolution No. 2002-10 adopted February 19, 2002. 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 October 31, 2002 D to f Public Works or City Engineer Direc ro y g City of Huntington Beach, California STATE OF CALIFORNIA j County of Orange )ss: City of Huntington Beach 1, 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 October 31, 2002. !rector of Public Works or City Engineer City of Huntington Beach, California WHEN RECORDED MAIL TO: CITY OF HUNTINGTON BEACH Office of the City Clerk P.O. Box 190—2000 Main St. Huntington Beach, CA 92648 CITY OF HUNTINGTON BEACH .. . 2000 MAIN STREET . CALIFORNIA 92648 OFFICE OF THE CITY CLERK CONNIE BROCKWAY CITY CLERK November 7,2002 County Clerk-Recorder P.O. Box 238 Santa Ana, CA 92702 Enclosed please find a Notice of Completion to be recorded and returned to the Office of . .the City Clerk, City.ofHuntington Beach, 2000 Main Street,.P.O. Box 190,Huntington Beach;CA 92648. =. Also enclosed is a copy of the Notice of Completion to conform and return in the enclosed self-addressed, stamped envelope. Sincerely, C & Connie Brockway, CMC City Clerk ' !ct Enclosure: Notice or completion—Sancon Engineering 11,Inc.—CC No. 1 18a Old Town Stivei Phase 11I (Telephone:714-53662271 S ity �, NOTICE OF COMPLETION SUBMITTAL TO CITY CLERK'S OFFICE Hun mach*' Please transmit this form with the Notice of Completion to the City Clerk's Office. Note: the City Clerk's Office has 10 DAYS from the COMPLETION DATE of the Project to file the Notice for recordation (per City Council Resolution No..2002-10 adopted February 19, 2002);-Please HAND CARRY to the City Clerk's Office. To: Connie Brockway, City Clerk x5404 1. Name of Company: Sancon Engineering II Inc. 2. Contract Information: Q C A. CC No.: 1180 c• - - 7, 13. Date Project Awarded by Council: May 6, 2002 r-: -n C. Corresponding Agenda Item No.: PW 02-036 _L M c) 3. Date of Completion: September 20, 2002 PLEASE INCLUDE: Robert A. Martinez X-5423 Namefl=xtens+on Oct. 31, 2002 Date Submitted to City Clerk's Office Attachment—Notice of Completion Gy City of Huntington Beach ` INTER-DEPARTMENT COMMMUNICATION HUNTINGTON BEACH TO: THOSE LISTED HEREON FROM: Robert A. Martinez DATE: October 22, 2002 SUBJECT: Retention Release Payment Company Name: Sancon Engineering !i inc. Address: 5841 Engineer Drive City, State and Zip Code: Huntington Beach, CA 92649 Phone Number: (714) 902-0115 Business License Number:A200298 Exp.11/1/02 Local Address: Same as above Notice of Completion Date: Contract Purpose: Release remaining 10% money due the contractor for CC#1180 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. certify that no stop notices are on file on the subject at this time 4Da Robert F. Beardsley, Public Works Director certify that there are no outstanding invoices on file. fZvl�- u �- Date ari Freidenrich, 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. Dat6 Connie Brockway,gy Clerk Reten, Release 10/22/2002 3:22 PM 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 (619) 350-2400-FAX(619)350-2707 MAINTENANCE(WARRANTY) BOND Bond No.184 75 14 KNOW ALL MEN BY THESE PRESENTS: That, Sancon Engineering II, 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 Califomia, as Surety, are held and firmly bound unto the City of Huntington Beach, CA in the sum of three hundred sixty-nine thousand, five hundred thirty-eight and 30/100 dollars ($369,538.30), 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 19th day of April, 2002. WHEREAS, on the , the said Sancon Engineering II, Inc., as contractor, entered into a contract for Old Town Sewer Lining Project-CC #1180 for the sum of three hundred sixty-nine thousand, five hundred thirty-eight and 30/100 dollars ($369,538.30); and, . WHEREAS, under the terms of the specifications for said work, the said Sancon Engineering II,'IncAs required to give a bond for three hundred sixty-nine thousand, five hundred thirty-eight and 30/100 dollars ($369,538.30), to protect the City of Huntington Beach, CA 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 NOW, THEREFORE, if the said Sancon Engineering H, Inc. shall for a period of one year from and after the date of the completion and acceptance of same by said City of Huntington Beach, CA replace any and all defects arising in said work whether resulting from defective materials or defective workmnship, then the above obligation to be void; otherwise to remain in full force and effect. Sancon Engineering 11,Inc. BY: S S�,ecrT�jL;' Insurance Company of the West BY: Michael R-Y6gA ATTO -IN-FAC CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT 7^ State of California ss. County of Lds Angeles 4.: in .April 19, 2002 , before me, Kgherim L Public , Data Nunn and Tina of 011icer(e.g..'Jana 0of Notary Puble) personally appeared Michael R. Langan Naenaeel of si4f1a1(6) 29 personally known to me ❑ proved to me on the basis of satisfactory evidence to be the person( whose' name(io isles subscribed to the within instrument and acknowledged to me that heAgsexecuted the same in his/bdtr authorized »nuumww»unnmrmuntnuuur„nu»unmwmmumwanunm,nurnrnmt»urnr capacity0m), and that by his/lm m,1 11 KATHERINE L. BANKS signature(a) on the instrument the person(s¢, or COMM. # 1337229 the entity upon behalf of which the person(s) Cr- NOTARY PUBLIC •CALIFORNIA acted, executed the instrument. > LOS ANGELES COUNTY W My Comm.Expires Jan.31,2006 W ITN E S my hand and official s al. Place Notary Seal Above soalure o1 olary public OPTIO)L Though the information below Is not required by law,It may prove valuable to persons relying on the document I. and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Warranty Bond Document Date: Number of Pages: Signer(s)Other Than Named Above: Capecity(ies) Claimed by Signer Michael R. Langan Signer's Name: ❑ Individual Top of thumb here ❑ Corporate Officer—Title(s): ❑ Partner—❑Limited ❑General 13 Attomey in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: ' Signer Is Representing: Insurance CArV Of the West 0 1997 National Notary Association•0350 Do Soto Ave..P.O.Box 2402•Chagwom,CA 91918.2402 Prod,No.5007 Reorder.Call Toa•Free 1-OWE7"27 No.0000982 ICW GROUP Power of Attorney Insurance Company of the West The 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,The Explorer Insurance Company,a Corporation duly organized under the laws of the State of Arizona,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 ?MCHAEL R.LACNGAN their true and lawful Attorneys)-in-Fact with authority to date,execute,sign,seal,and deliver on behalf of the Companies,fidelity and surety bonds,umdertakings, and other aimilar 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 16th day of January,2001. DiSURANCE COMPANY OF THE WEST o4`�proy''i�� THE EXPLORER L'gSLIMuNCE COMPA-NY K ., S�AL FiDEPEI\'DENCE CASUALTY AND SURETY COWANY �tt.+R► r � o r .► yroaa.�'D� a 4tapr► �4'1 t.M+ � John H.Craig,Assistant Secretary John L.Hannum,Executive Vice President State of California County of San Diego gg• On January 16,2001.before me.Nora Porter,Notary Public,personally appeared John L.Hannum and John H.Craig,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 inwrument. Witness my hand and official seal. NORMA PORTER COMM. 2575 � NOTARY PUt)UCL!C•CALIFORNIRNiA M &PIEVNTY 0.C Expkea IJrI/lY/�Mr+'Or� MARCH 19,2004 Norma Porter,Notary Public RESOLUTIONS This Power of Attorney is granted and is signed,scaled and notarized with facsimile signatures and scale 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 representadnns 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,The Explorer 1hswanee 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 19 t'1 day of April, 2002 �14AQA' John H.Craig,Assistant Secmtary 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, 11453 El Camino Real,San Diego,CA 92130-2045 or call(858)350-2400. • Page 1 of I rnI scent a CompanyList Insuiance For more information on any company, click the Company.Name "Info" link. To view all companies in the same group, click the NAIC group number.. Company Name State of NAIC NAIC Group Name Domicile Number Number T e INSURANCE COMPANY OF THE CA 27847 0922 Legal WEST(Info) Name Record 1 of 1 Last Revised-March 29,2002 I0:42 AM Copyright®California Department of Insurance pisclaimer http://vA�,Nv4.insurance.ca.gov/wu/idb_co_listSco_list_mc.actionquery 5/1/2002 - , ,LL't"' ti-- 3 WHEN RECORDED MAIL_TO: CITY OF HUNTINGTON BEACH Office of the City Clerk P.O. Box 190—2000 Main St. Huntington Beach, CA 92648 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 Engineering II Inc. who was the company thereon for doing the following work to-wit: OLD TOWN SEWER PHASE III; CC-1180 This project includes the lining of the old down town sewer mains. That said work was completed October 14, 2002 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 October 14, 2002, per City Council Resolution No. 2002-10 adopted February 19, 2002. 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 October 31, 2002 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 October 3Zirector WoaCityineer City of Huntington Beach, California WHEN RECORDED MAIL_TO: CITY OF HUNTINGTON BEACH Office of the City Clerk P.O. Box 190—2000 Main St. Huntington Beach, CA 92648 S tv NOTICE OF COMPLETION SUBMITTAL TO CITY CLERK'S OFFICE li nx Reach• ' Please transmit this form with the Notice of Completion to the City Clerk's Office. Note: the City Clerk's Office has 10 DAYS from the COMPLETION DATE of the Project to file the Notice for recordation (per City Council Resolution No. 2002-10 adopted February 19, 2002); Please HAND CARRY to the City Clerk's Office. To: Connie Brockway, City Clerk x5404 1. Name of Company: Sancon Engineering II Inc. 2. Contract Information: o o A. CC No.: 1180 _- B. Date Project Awarded by Council: May 6, 2002 C. Corresponding Agenda Item No.: PW 02-036 3. Date of Completion: September 20, 2002 PLEASE INCLUDE: Robert A. Martinez X-5423 NamelExtension Oct. 31 2002 Date Submitted to City Clerk's office Attachment--Notice of Completion it CITY OF HUNTINGTON BEACH . 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK CONNIE BROCKWAY CITY CLERK November 7, 2002 County Clerk-Recorder P.O.Box 238 Santa Ana, CA 92702 Enclosed please find a Notice of Completion to be recorded and returned to the Office of ...the City Clerk, City of Huntington Beach, 2000 Main Street, P.O. Box 190,Huntington Beach, CA 92648: Also enclosed is a copy of the Notice of Completion to conform and return in the enclosed self-addressed, stamped envelope. Sincerely, Connie Brockway,CMC City Clerk /ct Enclosure: Notice of Completion—Sancon Engineering 1I,Inc.—CC No. I ISO—Old Town Sewer Phase III (Telephone:714-53"2271 WHEN RECORDED MAIL TO: CITY OF HUNTINGTON BEACH Office of the City Clerk P.O. Box 190—2000 Main St. Huntington Beach, CA 92648 NOTICE OF COMPLETION j 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 Engineering II Inc. who was the I company thereon for doing the following work to-wit: OLD TOWN SEWER PHASE III, CC-1180 This project includes the lining of the old down town sewer mains. That said work was completed October 14, 2002 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 October 14, 2002, per City Council Resolution No. 2002-10 adopted February 19, 2002. 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 October 31, 2002 D irector of Public Works or City En ineer D y g City of Huntington Beach, California STATE OF CALIFORNIA ) County of Orange ) ss: City of Huntington Beach ) I, the undersigned, say: 1 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 October 31, 2002. irector of Public Works or City Engineer City of Huntington Beach, California WHEN RECORDED MAIL TO: CITY OF HUNTINGTON BEACH Office of the City Clerk P.O. Box 190—2000 Main St. Huntington Beach, CA 92648 ;, CITY OF HUNTINGTON BEACH. 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK CONNIE BROCKWAY CITY CLERK LETTER OF TRANSMITTAL OF ITEM APPROVED BY THE CITY COUNCIL! REDEVELOPMENT AGENCY OF THE CITY OF HUNTINGTON BEACH DATE: May 10, 2002 TO: Sancon Engineering II Inc. ATTENTION: Bob Hollingsworth Name -$41 Engineer DEPARTMENT: street Huntington Beach CA 92649 REGARDING: _ Construction_ Contract City,state,Zip re: cc-11$0 See Attached Action Agenda Item E-6 Date of Approval 5/6/02 Enclosed For Your Records Is An Executed Copy Of The Above Referenced Agenda Item. Remarks: Connie Brockway City Clerk Attachments: Action Agenda Page x Agreement x Bonds x Insurance x RCA Deed Other CC: R. Beardsley DPW x x x x Name Department RCA Agreement Insurance Other E. Charlonne DPW x x x x Name Department RCA Ag eeme u Insurance Other S. Krieger DPW x x x x Name T Depar mt RCA Agreemrnt Insurance Other S. Freidenrich Treas x bonds Name Department RCA Agrccment Insurance tither C. Mendoza Risk Mgmt x x Name Department RCA htsurance (Tele phono:714-53"227) r FEDERALLY FUNDED COMMUNITY DEVELOPMENT BLOCK GRANT CONSTRUCTION CONTRACT BETWEEN THE C[T OF HUVTINGTON BEACH AND F TABLE OF CONTENTS Page No. 1. STATE OF WORK; ACCEPTANCE OF RISK 2 2. ACCEPTANCE OF CONDITIONS OF WORK; PLANS AND SPECIFICATIONS 2 3. COMPENSATION 4 4. COMMENCEMENT OF PROJECT 5 5. TIME OF THE ESSENCE 5 6. CHANGES 5 7. NOTICE TO PROCEED 6 —8. BONDS 6 9. WARRANTIES 7 10. INDEPENDENT CONTRACTOR 7 11. LIQUIDATED DAMAGES/DELAYS 7 12. DIFFERING SITE CONDITIONS 9 13. VARIATIONS IN ESTIMATED QUANTITIES 10 14. PROGRESS PAYMENTS I I 15. WITHHELD CONTRACT FUNDS, SUBSTITUTION OF SECURITIES 11 16. AFFIDAVITS OF SATISFACTION OF CLAIMS 12 17. WAIVER OF CLAIMS 12 18. INDEMNIFICATION, DEFENSE, HOLD HARMLESS 12 19. WORKERS' COMPENSATION INSURANCE AND EMPLOYERS' LIABILITY INSURANCE 13 20. INSURANCE 13 21. CERTIFICATES OF INSURANCE; ADDITIONAL INSURED ENDORSEMENTS 14 22. DEFAULT& TERMINATION 15 23. TERMINATION FOR CONVENIENCE 16 24. DISPOSITION OF PLANS, ESTIMATES AND OTHER DOCUMENTS 16 25. NON-ASSIGNABILITY 16 26. CITY EMPLOYEES AND OFFICIALS 17 27. STOP NOTICES; RECOVERY OF ADMINISTRATIVE COSTS 17 28. NOTICES 17 29. SECTION HEADINGS 18 30. IMMIGRATION 18 1 FEDERALLY FUNDED COMMUI ITY DEVELOP-MENT BLOCK GRANT CONSTRUCTION CONTRACT TABLE OF CONTENTS, continued Pam 31. LEGAL SERVICES SUBCONTRACTING PROHIBITED 18 32. ATTORNEY'S FEES 19 33. INTERPRETATION OF THIS AGREEMENT 19 34. GOVERNING LAW 20 35, DUPLICATE ORIGINAL 20 36. CONSENT 20 37. COMPLIANCE WITH APPLICABLE REGULATIONS 20 38. MINIMUM WAGES 22 39. PREVAILING WAGE LAW 25 40. WITHHOLDING 25 41. HEALTH AND SAFETY 26 42. PAYMENT OF TRAVEL AND SUBSISTENCE ALLOWANCE 27 43. APPRENTICES AND TRAINEES 27 44. PAYROLLS AND BASIC RECORDS 29 45. WITHHOLDING FOR UNPAID WAGES AND LIQUIDATED DAMAGES 32 46. SUBCONTRACTS 32 47. FEDERAL PARTICIPATION 32 48. DAVIS-BACON ACT 33 49. DISPUTES CONCERNING LABOR STANDARDS 33 50. CERTIFICATION OF LIABILITY 33 51. DISCRIMI>\ATION, MINORITIES, ALIENS 34 52. EQUAL EMPLOYMEN"f OPPORTUNITY ..34 53. COPELAND "ANTI-KICKBACK" .ACT 35 54. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT 35 55. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION POLLUTION CONTRACT ACT ..36 56. ENERGY CONSERVATION ..37 57. HOUSING AND URBAN DEVELOPMENT 37 58. SUBCONTRACTS 37 59. CONTRACT TERMINATION; DEBARMENT 38 60. COMPLAINTS, PROCEEDINGS OR TESTIMONY BY EMPLOYEES 38 61. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT OVERTIME REQUIREMENTS 38 62 ENTIRETY 39 2 4 ,l FEDERALLY FUNDED COMMUNITY DEVELOPMENT BLOCK GRANT CONSTRUCTION CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND F .R THIS AGREEMENT ("Agreement") made and entered into this 6th day of May _ 20_O2 , by and between the City of Huntington Beach, a municipal corporation of the State of California, hereinafter referred to as "CITY," and N,496, . a California , hereinafter referred to as "CONTRACTOR." WHEREAS, CITY has solicited bids for a public works project, hereinafter referred to as "PROJECT," more fully described as in the City of Huntington Beach; and The PROJECT to which the construction work covered by this Agreement pertains is being assisted by the United States of America and Federal Labor Standards Provisions are included in this Agreement pursuant to the provisions applicable to such Federal assistance. Housing and Urban Development Act of 1968. as amended in 1992, Section 3, Title 24, Code of the Federal Regulations, Part 135, Economic Opportunities for Low- and Very Low- Income Persons, Section 3 contract clauses, the work to be performed under this Agreement is subject to the requirements of Section 3 of the Housing and Urban Development Act of 1968, as amended, 12 U.S.C. 1701u (section 3). The purpose of Section 3 is to ensure that employment and other economic opportunities generated by HUD assistance or HUD assisted projects covered by Section 3, shall, to the greatest extent feasible, be directed to low- and very low- agreelformslfederal CDG13 11/14/01 1 income persons, particularly persons who are recipients of HUD assistance for housing; and CONTRACTOR has been selected and is to perform said work; NOW, THEREFORE, in consideration of the promises and agreements hereinafter made and exchanged, the parties covenant and agree as follows: 1. STATEMENT OF WORK; ACCEPTANCE OF RISK CONTRACTOR shall complete and construct the PROJECT pursuant to this Agreement and the Contract Documents (as hereinafter defined) and furnish, at its own cost and expense, all labor, plans, tools, equipment, supplies, transportation, utilities and all other items, services and facilities necessary to complete and construct the PROJECT in a good and workmanlike manner. CONTRACTOR agrees to fully assume the risk of all loss or damage arising out of the nature of the PROJECT, during its progress or prior to acceptance by CITY, from the action of the elements, from any unforeseen difficulties which may arise or be encountered in the prosecution of work, and for all other risks of any description in connection with the work, 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 agree%formsifederai CDGB 11114?01 2 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; 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 Constniction, 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; agreelformslfederal CDGB I l/ldlol 3 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 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 F. ), as set forth in the Contract Documents, to be pai as provided in t is Agreement. agree/formsr'federal CDGB 11/14!01 4 4. COMMENCEMENT OF PROJECT CONTRACTOR agrees to commence the PROJECT within ten (10) working days after the Notice To Proceed is issued and diligently prosecute the PROJECT to completion within (yo consecutive om the day the Notice to Proceed is issued by DPW, excluding delays provided for in this Agreement. 5. TIME OF THE ESSENCE The parties hereto recognize and agree that time is of the essence in the performance of this Agreement and each and every provision of the Contract Documents. CONTRACTOR shall prepare and obtain approval as required by the Contract Documents for all shop drawings, details and samples, and do all other things necessary and incidental to the prosecution of its work in conformance with the progress schedule set forth in the Contract Documents. CONTRACTOR shall coordinate its work with the work of all other contractors, subcontractors, and CITY forces working on the PROJECT in a manner that will facilitate the efficient completion of the PROJECT and in accordance with the terms and provisions of this Agreement. CITY shall have complete control of the premises on which the work is to be performed and shall have the right to decide the time and order in which the various portions of the work shall be performed and the priority of the work of other contractors, 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 agree/rorms/federal CDG8 11/14/01 5 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 Agreement price will be adjusted upward or downward accordingly. 7. NOTICE TO PROCEED No work, services, material, or equipment shall be performed or furnished under this Agreement unless and until a Notice to Proceed has been given to CONTRACTOR by CITY. CITY does not warrant that the work will be available on the date the Notice to Proceed is issued. In the event of a delay in commencement of the work due to unavailability of the job site, for any reason, relief to CONTRACTOR shall be limited to a time extension equal to the delay due to such unavailability. 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 Agreement price to guarantee the CONTRACTOR's faithful performance of the work, and one in agree/FormVfederal CWB !1114/0) 6 the amount of one hundred percent of the Agreement 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 (I00%) of the final Agreement price, including all change orders, to warrant such performance for a period of one (1) year after CITY's acceptance thereof within ten (10) days of filing of the Notice of Completion. 9. WARRANTIES CONTRACTOR unconditionally guarantees all work done under this Agreement including, but not limited to, any workmanship, installation, fabrication, material or structural facilities constructed. CONTRACTOR, within ten (10) days after notice by CITY of any defect in the work, shall have the option to make appropriate repairs or replace the defective item or items. Upon expiration of such ten (10) day period. CITY may then make appropriate repair or replacement at CONTRACTOR's risk and own cost and expense. 10. INDEPENDENT CONTRACTOR It is understood and agreed that CONTRACTOR is, and shall be, acting at all times hereunder as an independent contractor and not an employee of CITY. CONTRACTOR shall secure at its own cost and expense, and be responsible for any and all payment of all taxes, social security, state disability insurance compensation, unemployment compensation and other payroll deductions for CONTRACTOR and its officers, agents and employees and all business 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 agree/forms/federal CDGB l 1114/01 7 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 Dollars (S ) per day for each and every working day's delay in completing the work in excess of the number of workingicalendar days set forth herein, which represents a reasonable endeavor by the parties hereto to estimate a fair compensation for the foreseeable damages CITY would sustain in the event of and by reason of such delay; and CONTRACTOR agrees to pay these damages herein provided, and further agrees that CITY may deduct the amount thereof from any monies due or that may become due to CONTRACTOR hereunder. CONTRACTOR will be granted an extension of time and will not be assessed damages for any portion of the delay in the completion of the work due to unforeseeable causes beyond the control and without the fault or negligence of CONTRACTOR, including, but not limited to, acts of God or of the public enemy, fire, floods, epidemics, quarantine restrictions, strikes, unsuitable weather, or delays of subcontractors due to such causes. CONTRACTOR shall, within fifteen (15) days from the beginning of any such delay (unless DPW shall grant a further period of time), notify DPW in writing of the cause of the delay and CITY shall extend the time for completing the work if, in its judgment, the findings of fact thereon justify the delay; and the decision of DPW shall be conclusive on the parties hereto. 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 agree/formslfederal CDGB 11114i01 8 other casualty at thy;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 (1 S)days of the commencement of such delay. No claims for additional compensation or damages for delays, irrespective of the cause thereof, and including without limitation the furnishing of materials by CITY or delays by other contractors or subcontractors, will be allowed and an extension of time for completion shall be the sole remedy of CONTRACTOR. 12. 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, agreelforms/federal CDCR 11/14/01 9 whether or not changed as a result of such conditions, an equitable adiustment 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. 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 Agreement 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. agree.!forms/federal CDGa l HI=4iD1 10 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 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 Agreement 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 agree/FormsAf deral CDGB 11/14/01 11 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. 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 agree/forns/federal CDGB 11/14/01 12 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 CON'TRACTOR's counsel. CITY" shall be reimbursed for all costs and attorney's fees incurred by CITY in enforcing this obligation. 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 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 maintain 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 indemnify CITY. CONTRACTOR shall obtain and furnish to agreelforms/federal CDGB ]Il14/01 13 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 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: I. provide the name and policy number of each carrier and policy. 2. state that the policy is currently in force; and 3. promise to provide that such policies will not be canceled or modified without thirty (30)days' prior written notice of CITY. aveelforimifed(!ral CDGS I11141O1 14 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 provisions for indemnification of CITY by CONTRACTOR under the Agreement. CITY or its representative shall at all times have the right to demand the original or a copy of all the policies of insurance. CONTRACTOR shall pay, in a prompt and timely manner, the premiums on all insurance hereinabove required. CONTRACTOR shall provide a separate copy of the additional insured endorsement to each of CONTRACTOR's insurance policies, naming CITY, its officers, elected and appointed officials, employees, agents and volunteers as Additional Insureds, to the City Attorney for approval prior to any payment hereunder. 22. DEFAULT AN"D 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. agree`formsrfederal CDGB I H14101 15 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. 23. 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 ptace 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 no further obligation to CONTRACTOR. 24. 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. 25. 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-. agree/formsifederal CDGB 111W01 16 26. 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. 27. SOP 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 (S100) for every Stop Notice tiled 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. 28. NOTICES Any notices, certificates, or other communications hereunder shall be given either by personal delivery to CONTRACTOR's agent (as designated in Section I hereinabove) or to CITY as the situation shall warrant, or by enclosing the same in a sealed envelope, postage prepaid, and depositing the same in the United States Postal Service, to the addresses specified below; provided that CITY and CONTRACTOR, by notice given hereunder, may designate different addresses to which subsequent notices, certificates or other communications will be sent: ageelformslfederal CDGB 111I4101 17 TO CITY: TO CONTRACTOR: City of HiWitingionpeach ATTN: 2000 Main Street Huntington Beach, CA 92648 LIq 41) 29. 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. 30. 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. 31. 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 agree/forms/federal CDGH 11/14/0) 18 CITY; and CITY shall not be liable for payment of any legal services expenses incurred by CONTRACTOR. 32. ATTORNEY'S FEES Except as expressly set forth in Section 18, in the event suit is brought by either parry to construe, interpret and/or enforce the terms and/or provisions of this Agreement or to secure the performance hereof, each party shall bear its own attorney's fees and the prevailing parry shall not be entitled to recover its attorney's fees from the non-prevailing party. 33. INTERPRETA"PION 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. agreeirormsirederal CMB]v14ia] 19 34. GOVERNING LAW This Agreement shall be governed and construed in accordance with the laws of the State of California. 35. DUPLICATE ORIGINAL The original of this Agreement and one or more copies hereto have been prepared and signed in counterparts as duplicate originals, each of which so executed shall, irrespective of the date of its execution and delivery, be deemed an original. Each duplicate original shall be deemed an original instrument as against any parry who has signed it. 36. 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. 37. COMPLIANCE WITH APPLICABLE REGULATIONS. The parties to this Agreement agree to comply with HUD's regulations in 24 CFR part 135, which implement Section 3. As evidenced by their execution of this Agreement, the parties to this Agreement certify that they are under no contractual or other impediment that would prevent them from complying with the part 135 regulations. CONTRACTOR agrees to send to each labor organization or representative of workers with which the CONTRACTOR has a collective bargaining agreement or other understanding, if any, a notice advising the labor organization or worker's representative of the CONTRACTOR's commitments under this Section 3 clause, and will post copies of the notice in conspicuous places at the work site where both employees and applicants for training and employment positions can see the notice. The notice shall describe the Section 3 preference, agree/formsifederal CDGB 11/14.101 20 shall set forth minimum number and job titles subject to hire, availability of apprenticeship and training positions, the qualifications for each; and the name and location of the persons taking applications for each of the positions; and the anticipated date the work shall begin. CONTRACTOR agrees to include the Section 3 clause in every subcontract subject to compliance with regulations in 24 CFR part 135, and agrees to take appropriate action, as provided in an applicable provision of the subcontract or in this Section 3 clause, upon a finding that the subcontractor is in violation of the regulations in 24 CFR part 135. CONTRACTOR will not subcontract with any subcontractor where CONTRACTOR has notice or knowledge that the subcontractor has been found in violation of the regulations in 24 CFR part 135. CONTRACTOR will certify that any vacant employment positions, including training positions, that are filled (1) after the contractor is selected but before the Agreement is executed, and (2) with persons other than those to whom the regulations of 24 CFR part 135 require employment opportunities to be directed were not filled to circumvent the CONTRACTOR's obligations under 24 CFR part 135. CONTRACTOR agrees and understands that noncompliance with HUD's regulations in 24 CFR part 135 may result in sanctions, termination of this Agreement for default, and debarment or suspension from future HUD assisted contracts, and With respect to work performed in connection with Section 3 covered Indian housing assistance. Section 7(b) of the Indian Self Determination and Education Assistance Act (25 U.S.C. 450e) also applies to the work to be performed under this Agreement. Section 7(b) requires that to the greatest extent feasible (i) preference and opportunities for training and employment subcontracts shall be given to Indians, and (ii) preference in the award of contracts agreefforms"federal CDGB l lr 14/01 21 and subcontracts shall be given to Indian organizations and Indian-owned Economic Enterprises. Parties to this Agreement that are subject to the provisions of Section 3 and Section 7(b) agree to comply with Section 3 to the maximum extent feasible, but in derogation of compliance with Section 7(b). 38. MINIMUM WAGES All laborers and mechanics employed or working upon the site of the work (or under the United States Housing Act of 1937 or under the Housing Act of 1949 in the construction or development of the project), will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations issued by the Secretary of Labor under the Copeland Act (29 CFR Part 3), the full amount of wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the CONTRACTOR and such laborers and mechanics. Contributions made or costs reasonably anticipated for bona tide fringe benefits under Section 1(b)(2) of the Davis-Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of 29 CPR 5.5(a)(1)(iv); also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs, which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without agree/forms/federal CDGH 11/14/01 22 regard to skill, except as provided in 29 CFR Part 5.5(a)(4). Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein; provided that the employer's payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any additional classification and wage rates conformed under 29 CFR Part 5.5(a)(1)(ii) and the Davis-Bacon poster (WH-1321) shall be posted at all times by the CONTRACTOR and its subcontractors at the site of the work in a prominent and accessible place where it con be easily seen by the workers. Any class of laborers or mechanics which is not listed in the wage determination and which is to be employed under the Agreement shall be classified in conformance with the wage determination. HUD shall approve an additional classification and wage rate and fringe benefits therefore only when the following criteria have been met: (1) The work to be performed by the classification requested is not performed by a classification in the wage determination; and (2) The classification is utilized in the area by the construction industry; and (3) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination. If the CONTRACTOR and the laborers and mechanics to be employed in the classification (if known), or their representatives, and HUD or its designee agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by HUD or its designee to the Administrator of the Wage and Hour Division, Employment Standards Administration, U.S. Department of Labor, Washington, D.C. 20210. The Administrator, or an authorized agree/fomu/federal CDCB 11/14/01 23 representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise HUD or its designee or will notify HUD or its designee within the 30-day period that additional time is necessary. (Approved by the Office of Management and Budget under OMB control number 1215-0140.) In the event the CONTRACTOR, the laborers or mechanics to be employed in the classification or their representatives, and HUD or its designee do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), HUD or its designee shall refer the questions, including the views of all interested parties and the recommendation of I-IUD or its designee, to the Administrator for determination. The Administrator. or an authorized representative, will issue a determination within 30 days of receipt and so advise HUD or its designee or will notify HUD or its designee within the 30-day period that additional time is necessary. (Approved by the Office of Management and Budget under OMB Control dumber 1215-0140.) The wage rate (including fringe benefits where appropriate) determined pursuant to subparagraphs (1)(b) or (c) of this paragraph, shall be paid to all workers performing work in the classification under this Agreement from the first day on which work is performed in the classification. Whenever the minimum wage rate prescribed in the Agreement for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the CONTRACTOR shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof. If the CONTRACTOR does not make payments to a trustee or other third person, the CONTRACTOR may consider as part of the wages of any laborer or mechanic the amount of agrealfonnsfiederal CDGB 11/14.."Ol 24 any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program; provided that the Secretary of Labor has found, upon the written request of the CONTRACTOR, that the applicable standards of the Davis-Bacon Act have been met. The Secretary of Labor may require the CONTRACTOR to set aside in a separate account assets for the meeting of obligations under the plan or program (Approved by the Office of Management and Budget under OMB Control Number 1215-0140.) 39. PREVAILING WAGE LAW. The CITY has ascertained from the U. S. Department of Housing and Urban Development ("HUD") the general prevailing rate of per diem wages and the general prevailing rate for legal holiday and overtime work in the locality in which the work is to be performed for each craft or type of work needed to execute this Agreement, and the same has been set forth by resolution on file in the office of the City Clerk of CITY. CONTRACTOR and any subcontractor under it shall pay not less than said prevailing wage rates to all workers employed on this Public Works Agreement. CONTRACTOR agrees to secure payment of compensation to every employee. 40. WITHHOLDING. HUD or its designee shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld from the CONTRACTOR under this Agreement or any other Federal contract with the same prime contractor, or any other Federally-assisted contract subject to Davis-Bacon prevailing wage requirements, which is held by the same prime contractor so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees and helpers, employed by the CONTRACTOR or any subcontractor the full amount of agree!forms/federal CDGB ]I!l4!01 25 wages required by the Agreement. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee or helper, employed or working on the site of the work (or under the United States Housing Act of 1937 or under the Housing Act of 1949 in the construction or development of the project), all or part of the wages required by the Agreement, HUD or its designee may, after written notice to the CONTRACTOR, sponsor, applicant, or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased, HUD or its designee may, after written notice to the CONTRACTOR, disburse such amounts withheld for and on account of the CONTRACTOR or subcontractor to the respective employees to whom the are due. The Comptroller General shall make such disbursements in the case of direct Davis-Bacon Act contracts. 41. HEALTH AND SAFETY. No laborer or mechanic shall be required to work in surroundings or under working conditions which are unsanitary, hazardous, or dangerous to his health standards promulgated by the Secretary of Labor by regulation. The CONTRACTOR shall comply with all regulations issued by the Secretary of Labor pursuant to Title 29 Part 1926 (formerly part 1518) and failure to comply may result in imposition of sanctions pursuant to the Contract Work Hours and Safety Standards Act (Public Law 91-54, 83 Stat. 96). The CONTRACTOR shall include the provisions of this Article in every subcontract so that such provisions will be binding on each subcontractor. The CONTRACTOR shall take such action with respect to any subcontract as the Secretary of Housing and Urban Development or the Secretary of Labor shall direct as a means of enforcing such provisions. agree forms/federal CDGB 41114,01 26 42. PAYMENT OF TRAVEL AND SUBSISTENCE ALLOWANCE. Section 1773.8 of the California Labor Code, regarding the payment of travel and subsistence payments, is applicable to this PROJECT. 43. APPRENTICES AND TRAINEES. Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor. Employment and Training Administration, Bureau of Apprenticeship and Training, or with a State Apprenticeship Agency recognized by the Bureau, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Bureau of Apprenticeship and Training or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater than the ratio permitted to the CONTRACTOR as to the entire work force under the registered program. Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman's hourly rate) specified in the contractor's or subcontractor's registered program shall be observed. aereelformslrederal CDGB I U14101 27 Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the.journeymen hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. In the event the Bureau of Apprenticeship and Training, or a State Apprenticeship Agency recognized by the Bureau, withdraws approval of an apprenticeship[ program, the CONTRACTOR will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved. Trainees. Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification by the U.S. Department of Labor, Employment and Training Administration. The ratio of trainees to journeymen on the ,job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every trainee must be paid at not less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless aeree.'fonnsifedml CDGB 11114i01 29' the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman wage rate on the wage determination which provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program, the CONTRACTOR will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. 44. PAYROLLS AND BASIC RECORDS. Payrolls and basic records relating thereto shall be maintained by the CONTRACTOR during the course of the work preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work (or under the United States Housing Act of 1937, or under the Housing Act of 1949, in the construction or development of the project). Such records shall contain the name, address, and social security number of each such worker, his or her correct classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in Section I(b)(2)(B) of the Davis-Bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5 (a)(1)(N) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in Section aereelPonns.'federal CDGB I Vtd-01 29 1(b)(2)(B) of the Davis Bacon Act, the CONTRACTOR shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. (Approved by the Office of Management and Budget under OMB Control Numbers 1215-0140 and 1215-0017.) The CONTRACTOR shall submit weekly for each week in which any Agreement work is performed a copy of all payrolls to HUD or its designee if the agency is a party to the Agreement, but if the agency is not such a party, the CONTRACTOR will submit the payrolls to the applicant, sponsor, or owner, as the case may be, for transmission to HUD or its designee. The payrolls submitted shall set out accurately and completely all of the information required to be maintained under 29 CFR Part 5.5(a)(3)(i). This information may be submitted in any form desired. Optional Form WFI-347 is available for this purpose and may be purchased from the Superintendent of Documents (Federal Stock Number 029-005-00014-1), U.S. Government Printing Oft-ice. Washington, DC 20402. The prime CONTRACTOR is responsible for the submission of copies of payrolls by all subcontractors. (Approved by the Office of Management and Budget under OMB Control Number 1215-0149.) Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the CONTRACTOR or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the Agreement and shall certify the following: aereeltermsifederal CDGB 1111401 30 That the payroll for the payroll period contains the information required to be maintained under 29 CFR Part 5.5(a)(3)(I)and that such information is correct and complete; That each laborer or mechanic (including each helper, apprentice, and trainee) employed on the Agreement during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in 29 CFR Part 3: That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, as specified in the applicable wage determination incorporated into the Agreement. The weekly submission of a property executed certification set forth on the reverse side of Optional Form WH-347 shall satisfy the requirement for submission of the "Statement of Compliance"required by paragraph A.3.(ii)(b)of this section. The falsification of any of the above certifications may subject the CONTRACTOR or subcontractor to civil or criminal prosecution under Section 100 t of Title 18 and Section 231 of Title 31 of the United States Code. The CONTRACTOR or subcontractor shall make the records required under this section available for inspection, copying, or transcription by authorized representatives of HUD or its designee or the Department of Labor, and shall permit such representatives to interview employees during working hours on the job. if the CONTRACTOR or subcontractor fails to submit the required records or to make them available, HUD or its designee may, after written notice to CONTRACTOR, sponsor, applicant, or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, agreelformslfederal CDGB I I114/01 31 failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR Part 5.12. 45. WITHHOLDING FOR UNPAID WAGES AND LIQUIDATED DAMAGES. HUD or its designee shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the CONTRACTOR or subcontractor under any such contract or any other Federal contract with the same prime contract, or any other Federally-assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime CONTRACTOR such sums as may be determined to be necessary to satisfy any liabilities of such CONTRACTOR or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in subparagraph (2) of this paragraph. 46. SUBCONTRACTS. The CONTRACTOR or subcontractor shall insert in any subcontracts the clauses set forth in Section 44 of this Agreement and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in Section 44. 47. FEDERAL PARTICIPATION. The PROJECT pursuant to which the work covered by this Agreement is being executed is being assisted by the United States of America. Several Agreement provisions embodied herein are included in this Agreement in accordance with the provisions applicable to such federal assistance. As federal funds are financing all or part of this work, all of the statutes, aeree.!form s/federal COGB 1 ll 4101 32 rules and regulations promulgated by the Federal Government and applicable to the work will apply, and CONTRACTOR agrees to comply therewith. 48. DAVIS-BACON ACT. CONTRACTOR agrees to pay and require all subcontractors to pay all employees on said PROJECT a salary or wage at least equal to the prevailing rate of per diem wage as determined by the Secretary of Labor in accordance with the Davis-Bacon Act (40 USC section 176a, et seq.) for each craft or type of worker needed to perform this Agreement. CONTRACTOR agrees to comply with all applicable federal labor standards provisions; said provisions are incorporated herein by this reference. 49. DISPUTES CONCERNING LABOR STANDARDS. Disputes arising out of the labor standards provisions of this Agreement. Such disputes shall be resolved in accordance with the with the procedures of the Department of Labor set forth in 29 CFR Parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the CONTRACTOR (or any of its subcontractors) and HUD or its designee, the U.S. Department of Labor, or the employees or their representatives. 50. CERTIFICATION OF ELIGIBILITY. By entering into this Agreement, the CONTRACTOR certifies that neither it (nor he or she) nor any person or firm who has an interest in the CONTRACTOR's firm is a person or firm ineligible to be awarded Government contracts by virtue of Section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1) or to be awarded HUD contracts or participate in HUD programs pursuant to 24 CFR Part 24. No part of this Agreement shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of Section 3(a) of the Davis-Bacon Act or 29 CFR aaree.'forms.!fedml CDGB I P'l4 01 33 5.12(a)(1) or to be awarded HUD contracts or participate in HUD programs pursuant to 24 CFR Part 24. The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U.S.C. 1001. Additionally, U.S. Criminal Code, Section 1010, Title 18, U.S.C. "Federal Housing Administration transactions", provides in part "Whoever, for the purpose of-influencing in any way the action of such Administration—makes, utters or publishes any statement, knowing the same to be false...shall be fined not more than 55,000 or imprisoned not more than two years, or both." 51. DISCRIMINATION, MINORITIES, ALIENS. CONTRACTOR shall not discriminate nor allow its employees, agents, principals, or subcontractors to discriminate against any employee or applicant for employment on the basis of race, religious creed, national origin or sex. CONTRACTOR shall take affirmative steps to hire local qualified minority individuals when ,job opportunities occur and utilize local business finns when possible. 52. EQUAL EMPLOYMENT OPPORTUNITY. The CONTRACTOR will comply with all provisions of Executive Order 11246, as amended, and 29 CFR Part 30. The utilization of apprentices, trainees and journeymen under this part shall be in conformity with the equal employment opportunity requirements. CONTRACTOR is required to have an affirmative action plan which declares that it does not discriminate on the basis of race, color, religion, creed, national origin, sex or age to ensure equality of opportunity in all aspects of employment. aareelforms%federal CDGB 11/14/01 34 Section 503 of the Rehabilitation .Act of 1973 (29 USC Section 701, et seq.) prohibits job discrimination because of handicap and requires affirmative action to employ and advance in employment qualified handicapped workers. Section 402 of the Vietnam Era Veterans Readjustment Assistance Act of 1974 (38 USC Section 219 et seq.)prohibits job discrimination and requires affirmative action to comply and advance in employment (i) qualified Vietnam veterans during the first four(4) years after their discharge and (2) qualified disabled veterans throughout their working life if they have a thirty percent (30%)or more disability. To ensure compliance with these requirements, the CONTRACTOR shall provide the City with its written affirmative action plan prior to commencement of work. The CONTRACTOR is required to provide the CITY with a listing of its subcontractors together with a completed affirmative action program from each subcontractor when applicable. 53. COPELAND "ANTI-KICKBACK" ACT. CONTRACTOR and its subcontractors shall comply with the requirements of 29 CFR Part 3, which Act provides that each shall be prohibited from including, by any means, any person employed in the construction, completion, or repair of public work, to give up any part of the compensation to which he is otherwise entitled. 54. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT. The CONTRACTOR shall comply with the provisions of Section 103 and 107 of the contract Work Hours and Safety Standards Act (40 USC 327 et seq.) as supplemented by Department of Labor regulations (29 CFR, part 5). Under Section 103 of the Act each CONTRACTOR shall be required to compute the wages of every mechanic and laborer on the basis of a standard workday of eight (8) hours and standard workweek of forty (40) hours. Work agree/forms/federal CDGB 11/14/01 35 in excess of the standard workday or workweek is permissible provided that the worker is compensated at a rate of not less than 1-1/2 times the basic rate of pay for all hours worked in excess of eight(8)hours in any calendar day or forty(40) hours in the workweek. Section 107 of the Act is applicable to construction work and provides that no laborer or mechanic shall be required to work in surroundings or under working conditions which are unsanitary, hazardous, or dangerous to his health and safety as determined under construction, safety and health standards promulgated by the secretary of Labor. These requirements do not apply to the purchase of supplies or materials or articles ordinarily available on the open market or contracts for transportation. As used in this section, the terms "laborers" and "mechanics" include watchmen and guards. 55. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION CONTROL ACT. A. CONTRACTOR stipulates that all facilities to be utilized in the performance of this Agreement were not listed, on the date of contract award, on the United States Environmental protection Agency (EPA) List of Violating Facilities, pursuant to 40 CFR 15.20. B. The CONTRACTOR agrees to comply with all of the requirements of Section 114 of the clean Air Act and section 308 of the Federal Water Pollution control Act and all regulations and guidelines listed thereunder. C. The CONTRACTOR shall promptly notify the CITY of the receipt of any communication from the Director, office of Federal Activities, EPA, agreelforms/fedeml CDGB 11/14103 36 indicating that a facility to be utilized pursuant to this Agreement is under consideration to be listed on the EPA List of Violating facilities. D. The CONTRACTOR agrees to include or cause to be included the requirements of paragraph (a) thorough (d) of this section in every nonexempt subcontract. and further agrees to take such action as the Government may direct as a means of enforcing such requirements. 56. ENERGY CONSERVATION. Agreements with federal participation shall recognize mandatory standards and policies relating to energy efficiency which are contained in the State energy conservation plan issued in compliance with the Energy policy and conservation Act (42 USC Section 6201, et seq.). 57. HOUSING AND URBAN DEVELOPMENT. CONTRACTOR agrees to comply with any and all rules, regulations, guidelines, procedures and standards of the United States Department of Housing and Urban Development and complete any and all reports and forms that may be required in accordance therewith. 58. SUBCONTRACTS. The CONTRACTOR or subcontractor will insert in any subcontracts the clauses contained in 29 CFR 5.5(a)(1) through (10) and such other clauses as HUD or its designee may by appropriate instructions require, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the Agreement clauses in 29 CFR Part 5.5. aareefforms.'federal CDGB ]li'la?01 37 59. CONTRACT TERMINATION; DEBARMENT. A breach of the Agreement clauses in 29 CFR 5.5 may be grounds for termination of the Agreement, and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12. 60. COMPLAINTS. PROCEEDINGS, OR TESTIMONY BY EMPLOYEES. No laborer or mechanic to whom the wage, salary, or other labor standards provisions of the Contract are applicable shall be discharged or in any other manner discriminated against by the CONTRACTOR or any subcontractor because such employee has filed any complaint or instituted or caused to be instituted any proceeding or has testified or is about to testify in any proceeding under or relating to the labor standards applicable under this Contract to his employer. 61. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT - OVERTIME REQUIREMENTS. A. No CONTRACTOR or subcontractor contracting for any part of the Agreement work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of eight hours in any calendar day or in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate no less than one and one-half times the basic rate of pay for all hours worked in excess of eight hours in any calendar day or in excess of forty hours in such workweek, whichever is greater. agreeifarmsifederal CDGB 11l14:`01 38 B. Violation; Liabili for-Unpaid Wages, Liquidated Damages. In the event of any violation of the clause set forth in subparagraph (A) of this paragraph, the CONTRACTOR and any subcontractor responsible therefor shall be liable for the unpaid wages. In addition, such CONTRACTOR and subcontractor shall be liable to the United States (in the case of work done under contract for the Distract of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in subparagraph(A) of this paragraph, in the sum of $10 for each calendar day on which such individual was required or pennitted to work in excess of eight hours or in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in subparagraph (1)of this paragraph. 62. ENTIRETY The foregoing, and Exhibit "A" attached hereto, set forth the entire Agreement between the parties. No waiver or modification of this Agreement shall be valid unless in writing duly executed by both parties. The parties acknowledge and agree that they are entering into this Agreement freely and voluntarily following extensive arm's length negotiations, and that each has had the opportunity to consult with legal counsel prior to executing this Agreement. The parties also acknowledge and agree that no representations, inducements, promises, agreements or warranties, oral or otherwise, have been made by that party or anyone acting on that party's aeree/fonnsifederal CDCrB I I.::WO 39 behalf, which are not embodied in this Agreement, and that that party has not executed this Agreement in reliance on any representation, inducement, promise, agreement, warranty, fact or circumstance not expressly set forth in this Agreement. IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by and through their authorized offices the day, month and year first above written. CONTRACTOR CITY OF HUNTINGTON BEACH, a municipal corporation of the State of California Mayor By: l/ ATTEST: /to, 0e1~4`04-17-0 print nam ITS: (circle one) Chairrn ;Preside Vice President City Clerk PWn AND avfea� APPROVED AS TO FORM:' By: 2 ff��_ �'6 f����r ��$ Q-r a� Ciry Attorn y , v ITS: (circle o eJ Sc ret ief Financial Otilcer; sst. Secretary-Treasu INITI ED AND AP OVED: REVIEWED AND APPROVED: Director of Public Works Cit Administrator agree/forms/federal CDGB 11/14/01 40 F �� l�[T SECTION -C PROPOSAL for the OLD TOWN SEWER LINING PROJECT PHASE III Within an area bounded by ADAMS AVENUE TO THE NORTH, ENGLAND STREET TO THE EAST, FRANKFORT AVENUE TO THE SOUTH AND ALABAMA STREET TO THE WEST. CASH CONTRACT No. 1180 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 perforce 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 60 '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 ovem over extended amounts, and words shall govem over figures. C-1 x�}� 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 HID49 s&wb in the amount of S 1o1 of A(P 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 Si nature C-2 PROJECT BID SCHEDULE Item ' Estimatcd Item +ith unit price Extended i Quantitywritten'ln ++cords ..Unit Price: � Amount r; 1 1uriY su T1fiZ� alS+�XI] --' Dollars S _3.000 3_IS T .000 Per lutn suan 1 2 1 Traffic Control pc-Specs. lurrp sum @ 714'0 Tj/pUSa'Xp AW&S A441 $4 ED —Do::ars S �L.J00 S 2.f00 Per lump sum 3 1 I)Dc-n3bj:izat:-o-i cfcauinn,cctlump sun z 73H2AP _lWows-AWO •TD• :.ars S 3.000 S 3.000 I Per l urnn s�lrn 11945 Line 10"host pipe per Saacs. 1 9r 7� Lf. @ TH/4Ty rf�/47 .._. _� Dollars S 7 x S D 7 666 — Cents Per 1.f. S 8066 Linc 8"host pipe per Sn,ccs.. yS l.f. a %f A Dolla-s S Cents Per Lf. 6 29 Rc-open scrvic_:atcral per Spccs. Ot� o0 11 _fl iT;, Dol:ars S ,r0 ! S Cchts Per Lf. 7 35 G.-ind prot:vdir.}lalcral per City rca_uircjrcnts. pp D,a ea. @ TH i2 Dollars S o S 050 �24 _ _Ccn-s Per ca. 8 1 Rcmovc k Rep;ace Clcan-out per cpocs. ao 0 ea. S 20 0.5r,9 S ,20 OSo fr�0 Cents Per ea. 9 1 _5 Foi-_Rcpa'r host p•:pc;cr s_accs..5 t^ .v dr_D.. E/UH-fy !`i✓le _ Dc"ars S 85 r S IlI S �If,PO Cents Per Lf. Flo :O Rc-con ..nect scr., c:atcrals at poi-t rcp air. ap pa �ea. z ywg f •�ai2�D _ S x-,- ----�-Dc'1a-s S 160 J � S 3� Cents ?er ea, 1 otrl Amount Bid in Fnaures, -S 3 s Tit l f Amount BiidirA in €�rprd` � X g,1A0A" GOAry i �416A7v...z...). .7.... :.... . .... ............... .........................7w r � sfG.a ............Tsj . PROJECT BID SCHEDULE Additive Alternate Bid Item(s) Item Estimated Item with unit price ° :: Extended No. Quautifv }ritten in ��ords. -: Uri it Price : :Amount 5a 713 Line 8"host pipe per Specs. j 1.f, r lif/P,7—f _Dollars S 3(} S 20 /O r pRT Cents Per ff Total Additive Alternate Amount Bid in Figures: S 2/ 7/0 9T— Total Additive Alternate Amount Bid in Words: Tav�Ty-6W'4 T�fp(4S�vp ... �........ ....a� .....��....... ......... c�'ram........................... Project Alternatives: The Total Additive Alternate Amount Bid above is an integral part of this proposal, and to be responsive, the bidder shall quote a price for this amount. The City shall award the contract on the basis of the Total Amount bid (shown on page C-ls). C-2s 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' _ �1rc,4YAT Vt9.51[,. , , XIV 8a L S 5h A Poi��idi P o. Bc>>6 $y submission of this proposal, the Bidder certifies: 1. That he is able to and will perform the balance of all work which is not covered in the above subcontractors listing. 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. . N ONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of Orange Bd� 1�v64,r-44SWOA-M , being first duly sworn, deposes and says that he or she is SLr,AF— 2Y of Sf+7Nc.Oly �N6i.�JF,LRJrVb � �._ the parry 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 HrdTi.�4�raN S�ca�y cs}. �x6 5'9 Address of Bidder Subscribed and sworn to before me tL day of , 200 . PEGGY E.SCANLON Comm S"i 1227652 Notary PubNo-Cadfornla Orenpa County My Comm.E Jul 2,2W3 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 OLD TORN SEWER LINING PROJECT PHASE III; CC-1180, (1)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows: "Qualified Person: A person who, by reason of experience or instruction, is familiar with the operation to be performed and the hazards involved." The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal-OSHA requirements. The undersigned further promises and agrees that the provisions herein shall be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein. Contractor By f_�,e.�r f1�✓ Title Date: o 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. i Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code, each contractor to whom a public works contract has been awarded shall sign the 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 AIert Identification Number, call Underground Service Alert at 1-840-422-4133 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 Fork. Additional forms may be obtained from the AGENCY upon request. BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: -- Bidder Name kdG V4 Business Address City, State Zip 0 f't ) _S?/- 2 3;7 3 Telephone Number c - Z31 -79 7 A State Contractor's License No. and Class Original Date Issued Z3Z 103 Expiration Date The work site was inspected by B6 .yt.iKdS ',�N of our office on 3 2 8 , 2002. The following are persons, firms, and corporations having a principal interest in this proposal: WICK 17i�NE�TTTa � 1�'�S�GM �3v/��u.-►nr(,T_S�oRTN - SSG . _�-��� 5_Ci1-NcoN - T•�EA.S�e� 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. L I.4 I Company Name Signature of Bidder ,8016 kly"t JCS Printed or Typed Signature Subscribed and sworn to before me this IL�ay of 1 , 20 PEQGY E.SC K0N oeababn i 1227862 C kft"PW*-CdlomW orb Cw* Conan.Enka Jed 2,200 qpq 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. C,7y Ol- 1-10/V r y1Y47,2W :F C4, :20bt�-NiA7nI $- W9Iw 044---CA `7-2(-VI Name and Address of Public Agency Name and Telephone No. of Project Manager: UhiiD L,!�&nv . L?r gy'71 -- - Contract Amount Type of Work Date Completed 2. C i Tr Of 44A4A0Ir4-E 6 33 Z', &eaADwII f ROOM y Name and Address of Public Agency Name and Telephone No, of Project Manager: -:�;" 44,*06/4000 Contract Amount Type of Work Date Completed 3. LvS AA6A4E5 (.P ,AP-1 qoo S. hIZyLavr- CawsmiV mod, 55 & &MWn6AA CA_ 9r303 Name and Address of Public Agency Name and Telephone No. of Project Manager: AVi;k" Q&.ec zl- 45$- 41175- ` ny' D0O PIlAE I��Ilnl a Contract Amount Type of Work Date Completed C-10 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California SS. County of Ids Angeles On April 19, 2002 , before me, Kather_im L._Bank_s, Notary Public , Data Nama"11pa of Officer(e.0-,*Jam Dot Notary Public') personally appeared Michael' R. Langan Name(a)of Signers) 29 personally known to me ❑ proved to me on the basls of satisfactory evidence to be the person(} whose names} lsA= • ' subscribed to the within instrument and acknowledged to me that heAQfexecuted the same In his/danitimWe authorized capaclty#=), and that by his/ mdboix KATHERINE L. BANKS signatures) on the instrument the person(30, or N COMM. ar 1337229 < the entity upon behalf of which the person(s) NOTARY PUBLIC • CALIFORNIA M W acted, executed the instrument. LOS ANGELES COUNTY I •' my Comm,Expires Lair.31,2006 ����,Iau,,,wuur,:,u, , WITNES§ my hand and official seal. I Place Notary Seat Above Signature of N ry Publ,c OPTIONAL Though the information below is not required by law,!t 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: , Faithful PprfQjmk=e Bond Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(les) Claimed by Signer Signer's Name: Michael R. Mangan ❑ Individual Top of thump here ❑ Corporate Officer—Title(s): ❑ Partner--❑Limited ❑General l9 Attomey in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer 1s Representing: Insurance of the West 0 1927 National Nolery Aaaocia(lon•9350 De Soto Ave.,P.0•Box 2402•Chatawalth,CA 01313-2402 Prod.No.5907 Reorder..Call Toll•Frae 1.900.97$-Ba27 No.0D00982 ICW GROUP Power of Attorney Insurance Company of the West The 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,The Explorer Insurance Company,it Corporation duly organized under the laws of the State of Arizona,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 hiICHAEL R.IdLNGAN their true and lawful Anomey(s)-in-Fact with authority to date,execute,sign,sea],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 16th day of January,2001. r4,. toe qq INSURANCE COMPAUNY OF THE WEST 04 rpa�oy�io� ; THE EXPLORER INSURANCE COMPANY 1 SEAL. INDEPENDENCE CASUALTY AND SURETY COVIPA.VY �t.+0 . .d`1 NA b CdtaSlaN 'y1 A'wa y� 1r John H.Craig,Assistant Secretary John L.Hannum,Executive Vice President State of California County of San Diego } 5S. On January 16,2001,before me,Norma Porter,Notary Public,personally appeared John L.Hannum and John H.Craig,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. NORMA PORTER r COMM #1257640 . � r Nl)TARYPU8LIC•CALIFORNSA CUNjY • y C N DIEMMISSi,ise�ond)Exprop !. MARCH 19,2004 t Norma Porter,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,excel",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,The 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 19t h day of April, 2002 John H.Craig,Assistant Secretary To verify the authenticity of this Power of Attorney you may call 1-900-977-1111 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_ I.C.W.GROUP Bond No.184 7514 11455 EL CAMINO REAL,SAN DIEGO,CA 92130-20415 P.O.BOX35563,SAN DIEGO,CA 921WS563 (619)3SO62400 FAX(619)350.2707 LABOR&MATERIAL PAYMENT BOND THIS BOND IS ISSUED SIMULTANEOUSLY WITH PERFORMANCE BOND IN FAVOR OFTHH OWNER CONDITIONED ON THE FULL AND FAITHFUL PERFORMANCE OF THE CONTRACT KNOW ALL MEN BY THESE PRESENTS: That Sancon Engineering 1I, Inc. as Principal, hereinafter called Principal, and Insurance Company of the West,as Surety, hereinafter called Surety, are held and firmly bound unto City of Huntington Beach, CA, as Obligee, hereinafter called Owner, for the use and benefit of claimants as hereinbelow defined, in the amount of three hundred sixty-nine thousand,five hundred thirty-eight and 30/100 Dollars($369,538.30),for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally,firmly by these presents. WHEREAS, Principal has by written agreement dated entered into a contract with Owner for Old Town Sewer Lining Project,Phase Ill,Cash Contract#CC-1180 in accordance with drawings and specifications prepared by 1997 edition of Standard Specifications for Public Works (or the Architect employed by the City) which contract is by reference made a part hereof,and is hereinafter referred to as the Contract. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if Principal shall promptly made payment to all claimants as hereinafter defined,for all labor and material used or reasonably required for use in the performance of the Contract, and if the Contractor or his subcontractors shall pay (a) amounts due under the Unemployment insurance required to be deducted, withheld and paid over to the Employment Development Department from the wages of the employees of the Contractor and subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to such work and labor,then this obligation shall be void;otherwise it shall remain in full force and effect,subject,however,to the following conditions: 1. A claimant is defined as one having a direct contract with the Principal or with a Subcontractor of the Principal for labor, material or both, used or reasonably required for use in the performance of the Contract,labor and material being construed to include that part of water, gas, power, light, heat, oil, gasoline, telephone service or rental of equipment directly applicable to the Contract. 2. The above named Principal and Surety hereby jointly and severally agree with the Owner that every claimant as herein defined, who has not been paid in full before the expiration of a period of ninety(90)days after the date on which the last of such claimant's work or labor was done or performed, or materials were furnished by such claimant, may sue on this bond for the use of such claimant, prosecute the suit to final judgment for such sum or sums as may be justly due claimant,and have execution thereon. The Owner shall not be liable for the payment of any costs or expenses of any such suit. 3. No suit or action shall be commenced hereunder by any claimant: a) Unless claimant,other than one having a direct contract with the Principal,shall have given written notice to any two of the following: The Principal, the Owner, or the Surety above named, within ninety(90) days after such claimant did or performed the last of the work or labor,or furnished the last of the materials for which said claim is made,starting with substantial accuracy in the amount claimed and the name of the party to whom the materials were furnished,or for whom the work or labor was done or performed. Such notice shall be served by mailing the same by registered mail or certified mail, postage prepaid, in an envelope addressed to the Principal, Owner or Surety,at any place where an office is regularly maintained for the transaction of business,or served in any manner in which legal process may be served in the state in which the aforesaid project is located,save that such service need not be made a public officer, b) After the expiration of one(1)year following the date on which Principal ceased Work on said Contract,it being understood, however, that if any limitation embodied in this bond is prohibited by any law controlling the construction hereof such limitation shall be deemed to be amended so as to be equal to the minimum period of limitation permitted by such law. c)'Other than in a state court of competent jurisdiction in and for the county or other political subdivision of the state in which'the Project,or any part thereof,is situated,or in the United States District Court for the district in which the Project,or any part thereof,is situated,and not elsewhere. 4. The amount of this bond shall be reduced by and to the extent of any payment or payments made in good faith hereunder, inclusive of the payment by Surety of mechanics' liens which may be filed of record against said Improvement,whether or not claim for the amount of such lien by presented under and against this bond. 5. In case suit is brought upon the payment bond,the surety will pay a reasonable attorney's fee to be fixed by the court. Signed and sealed this 19th day of April,2002. SANCOrN ENC 1NEERING 11,INC.. (Pr!' alp _)_ _ V,Lq (Seal) (Title) INSURANCE COMP NY ;qF 96 WEST By: Ate—, Michael R.La an Attomey-In-Fact CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT 7 tl State of California ss. County of Ids Angeles On APril 19, 2002 before me, Katherine L. Banks, Not:ary Public Data Nvm and nile or Oaicer{e.g..'Jan#DW.Notary PuW-V) personally appeared Michael R. Langan ' Nertletel 01 SpnerUf IN personally known to me ❑ proved to me on the basis of satisfactory evidence to be the personA whose names} isAM '•- subscribed to the within instrument and acknowledged to me that hemexecuted the same in hisifbacWmOr authorized capacity), and that by hisbmwdbeix signatureps) on the instrument the person(so, or KATHERINE L. BANKSunnunurnmruuluninnuluunm,nunmunmuuwnnrmmiu,,:::nmr:ramn1 the entity upon behalf of which the personf a) COMM. 0 1337229 acted, executed the Instrument. X ,"� :. NOTARY PUBLIC •CALIFORNIA LOS ANGELS COUNTY W WIT S y hand and official seal.. I My Comm.Expires Jan.31,2006 B mwumuurmuun,uuwumuuwun,.,,,mrauu.nuumnunu:u:uuu„uuuwnusrmum Place Notary Seat Above signerure of ftlaryiPublic. OPTION L 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 i- Title or Type of Document:,Labor -and P4atsrials-P-y=17—Pond Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(les) Claimed by Signer Signer's Name: Michael R. Langan ❑ Individual "thumlo ❑ Corporate Officer—Title(s): ❑ Partner—❑Limited ❑General (3 Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Insurance Co of the West 4 fYYV tiY WriW rillll/YJ'. 0 1997 Newnat Notary Association•9350 De Soto Ave..P.O.Box 2402 Chatsworth,CA 01313.2402 Prod.No.5207 Reorder.Cell Toll-Free 1.600.676.6627 - _ ICW GROUP Vo.00009g2 Power of Attorney _ Insurance Company of the West The Explorer Insurance Company Independence Casualty and Surety Company KNOW ALL KQN BY THESE PRESENTS: That Insunance Company of the West,a Corporation duly organized under the laws of the State of California,The Explorer Insurance Company;a Corporation duly organized under the laws of the State of Arizona,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 i'IICHA£L 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 contracta of suretyship,and any related documents. IN WITNESS WHEREOF,the Companies have caused these presents to be executed by its duly authorized officers this 16th day of January,2001. "I, tNtl q 4% LtiRA SLTiCE CO\3PAAY OF THE WEST e�apa1°4+i�♦r THE EXPLORER INSURANCE COMPA.\Y �} o a► . 4%ftt.0 �9SEALC o INDEPENDENCE CASUALTY AND SURETY COMPANY �► All, D! ■ elt■■1M►' y1 y,'Aa tf John H.Craig,Assistant Secretary John L.Hannum,Executive Vice President State of California County of San Diego Ss. On January 16,2001,before me,Norma Porter,Notary Public,personally appeared John L.Hannan and John H.Craig,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 persona acted,executed the instrument. Witness my hand and official seal. NORMA PORTER COMM.#1257540 . n NOTAHYP1,6lJC•CAlIFORASIA VNTY y o 1EP0.on xpvos �- MARCH 19.2004 Norma Porter,Notary Public RESOLUTIONS This Power of Attorney is granted and is signed,scaled 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,The 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,1 have set my hand this 19E-1 day of April, 2002 John H.Craig,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(859)350-2400. V I 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 (619) 350-2400 -FAX(619)350-2707 MAINTENANCE(WARRANTY) BOND Bond No.184 75 14 KNOW ALL MEN BY THESE PRESENTS: That, Sancon Engineering II, Inc., as Principal, and Insurance Company of the West, a corporation organized under the Iaws 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 Huntington Beach, CA in the sum of three hundred sixty-nine thousand, five hundred thirty-eight and 30/100 dollars ($369,538.30), 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 19th day of April, 2002. WHEREAS, on the , the said Sancon Engineering II, Inc., as contractor, entered into a contract for Old Town Sewer Lining Project-CC #1180 for the sum of three hundred sixty-nine thousand, five hundred thirty-eight and 30/100 dollars ($369,538,30); and, WHEREAS, under the terms of the specifications for said work, the said Sancon Engineering II, Inc. is required to give a bond for three hundred sixty-nine thousand, five hundred thirty-eight and 30/100 dollars ($369,538.30), to protect the City of Huntington Beach, CA 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 NOW, THEREFORE, if the said Sancon Engineering II, Inc. shall for a period of one year from and after the date of the completion and acceptance of same by said City of Huntington Beach, CA 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 Engineering II, Inc. BY: Insurance Company of the West J BY: A� Michael R anganIsr ATTM INT-FAC CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ss. County of Lis Angeles On April 19, 2002 , before me, Katherine L. Banks- Nor Public , Date NarM and Till*of ollicer(e.g,'Jane DW.Notary Public') personally appeared Michael' R. Langan Nema(a)of sipnerya) N personally known to me ❑ proved to me on the basis of satisfactory evidence to be the person(i ) whose- name(z) W= •• subscribed to the within instrument and acknowledged tome that hemexecuted the same in his/hantluic authorized 111311111 LEI III I u III I11n11III: :1q I II I I I I I I IG q I 111111111111 rr'l capacity##), and that by hir0m 13 KATHERINE L. BANKS signature(s) on the instrument the person(so, or vy COMM. 1337229 the entity upon behalf of which the person(s) �® NOTARY PUBLIC - CALIFORNIA to acted, executed the instrument. 7 E-. LOS ANGELES COUNTY pa >I My Comm.Expires Jan.31,20DG I U111W111WM u1a111,IIIrr11111rIa:1II,1 I I III 11MINII11HI]III 11111ILr1r1r1LIImLL«8113JU WITNE S my hand and officials al. l , Place Notary Seal Above signature of otary ublic OPTIO AL 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: Warranty Bond � i Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: Michael R. Langan ❑ Individual rop o)thumb here ❑ Corporate Officer—Titte(s): ❑ Partner—❑ Limited-❑ General i Z Attorney In Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing:_ Insurance COItlpcgQy of the Vkst i O 1997 NnliorW Nowy Aasocialion•9350 Do Soto Are.,P.D.JW 202•DhalawMh.CA 91313.202 Prod_No.59D7 Reo der:Carl Toll•Frea 1.800-B75-M27 N o.0000982 ICW GROUP Power of Attorney Insurance Company of the West The 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,The Explorer Insurance Company,a Corporation duly organized under the laws of the State of Arizona,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 NIICHAEL R.LAI GAI their true and lawful Attomey(s)-in-Fact with authority to date,execute,sign,scat,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 16th day of January,2001. '4� ttt' q4 '� LNSURAINCE CONVA.N-Y OF THE WEST aft faro tR art JIt THE EXPLORER L1SLRANCE COA3PANY -+ IINDEPEI•'DENCE CASUALTY AND SURETY CONIPAhY SEAL o John H.Craig,Assistant Secretary John L.Hannum,Executive Vice President State of California County of San Diego 5S. On January 16,2001,before me,Norma Potter,Notary Public,personally appeared John L.Hannurn and John H.Craig,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. NORMA PORTER d M M.#sa1lo2n5754 0 NOTARY PUBLIC-CALIFORNIA AP DiEGO CD PJy YCMARCH 19.2004 Norma Porter,Notary Public RESOLUTIONS This Power of Attomey 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 Kith the Secretary or any Assistant Secretary,am 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,The 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 19 th day of April i 2002 John H.Craig,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. Page 1 of l Cm�al CompanyList �nsu rance For more information on any company, click the Company Name "Info" link. To view all companies in the same group, click the NAIC group number. Company Name State of NAIC NAIC Group name Domicile Number Number Type INSURANCE COMPANY OF THE CA 27847 0922 Legal WEST Info Name Record I of 1 _New Search Last Revised -March 29,2002 10:42 AM Copyright Je-�)California Department of Insurance Disclaimer http:i/www4.insurance.ca.gov.jwu.%idb_co_list$co_list_mc.actionquery 5111'2002 �;ZD ) Dew DM CITY OF HUNTINGTON BEACH _ 5` k'�� �1 ,� MEETING DATE: May 6, 2002 DEPARTMENT I UMBER:PW 02-036 Council/Agency Meeting Held: os-OV D� Deferred/Continued to: ;Ad�— XA!kroved ❑ Conditionally Approved ❑ Denied JR1. d&,ttler ignature Council Meeting Date: May 6, 2002 Department ID Nu—U-r: PW 02-036 CITY OF HUNTINGTON BEACH a REQUEST FOR ACTION SUBMITTED TO: HONORABLE MAYOR AND CITY COUNCIL MEMBERS- c: : co SUBMITTED BY: RAY SILVER, City Administratovlo�a n PREPARED BY: OBERT F. BEARDSLEY, Director of Public Works n SUBJECT: Accept Bid for the Old Town Sewer Lining Project, Phase III; CC-1180 Statement of Issue,Funding Source,Recommended Action,Alternative Action(s),Analysis,Environmental Status,Attachment(s) Statement of Issue: On February 19, 2002, City Council authorized the advertisement for bids for the third phase of the Old Town Sewer Lining Projects; CC-1180. On April 2, 2002, staff received bids and now requests that City Council award the contract to Sancon Engineering II, Inc. Funding Source: Funds in the amount of $391;137 are budgeted in in Community Development Block Grant (CDBG) FY 01-02, Old Town Sewer Project, Sewer Improvements, Account No. 86489008. 82600. Recommender Action: Motion to: 1. Accept the lowest responsive and responsible bid submitted by Sancon Engineering II, Inc. in the amount of $347,827.45 and the additive alternate bid in the amount of $21,710.85 for a total of $369,538.30 and authorize the Mayor and City Clerk to execute a contract in substantially the same form.as the attached sample contract. r, (0 02-036 May 6 Krieger(Accept 1180) -& 4/24/2002 4:40 PM REQUEST FOR ACTION MEETING DATE: May 6, 2002 DEPARTMENT ID NUMBER:PW 02-036 Reject all bids and direct staff to re-advertise or abandon the project. If the Old Town Sewer Project were abandoned, it would require the reprogramming of funds from the Community Block Development Grant (CDBG) program already awarded to the project. Analysis: Staff completed the reference check for Sancon Engineering II, Inc. and received favorable results from past clients. Additionally, Sancon Engineering 11, Inc. has performed similar jobs successfully for the City. On February 19, 2002, the City Council authorized the advertisement for bids, which were received on April 2, 2002. Staff has reviewed the bids and they are summarized below in order of increasing bid amounts: Bidding Contractor Bid Amount 1. Sancon Engineering II, Inc. $347,827.45 2. Z.Z. Liner, Inc. $393,632.00 3. Insituform Technologies, Inc. $424,899.00 4. Colich Construction - Wesco $453,762.00 Staff recommends that the Council accept the bid from Sancon Engineering II, Inc, the lowest responsive and responsible bidder. Environmental Status: This project is categorically exempt pursuant to Class B, Section 15301 of CEQA. Attachment(s): City Clerk's Page Number No. Description 1. Location Map 2. 1 Sample Federally Funded CDBG Construction Contract RCA Author: Krieger:jm 02-036 May 6 Krieger(Accept 1180).DOC - 4126/2002 10:05 AM a ATTACHMENT 1 AVE � Mc YE. Eg11�7t4 AYE. L p AWL N'AR IR AYE AVE 405 ,0 T AYE. NOT TO SCALE PAGFlC 7 WZ JAW- lf--A�W- vt AYE. AVE IN01 AYE A AVE AYE. OCEAN ADAMS J Q MEMPHIS LL 00~ 3 10 z00 00Lai0 Nn INDIANAPoL�n r7E- NOT TO SCALE CC - 1 180 LOCATION MAP CITY OF HUNTINGTON BEACH peg DEPARTMENT OF PUBLIC WORKS ATTACHMENT 2 FEDERALLY FUNDED COMMUNITY DEVELOPMENT BLOCK GRANT CONSTRUCTION CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND FOR TABLE OF CONTENTS Page No. 1- STATE OF WORK; ACCEPTANCE OF RISK 2 2. ACCEPTANCE OF CONDITIONS OF WORK; PLANS AND SPECIFICATIONS 2 3. COMPENSATION 4 4. COMMENCEMENT OF PROJECT 5 5. TIME OF THE ESSENCE 5 6. CHANGES 5 7. NOTICE TO PROCEED 6 8. BONDS 6 9. WARRANTIES 7 10. INDEPENDENT CONTRACTOR 7 11. LIQUIDATED DAMAGES/DELAYS 7 12. DIFFERING SITE CONDITIONS 9 13. VARIATIONS IN ESTIMATED QUANTITIES 10 14. PROGRESS PAYMENTS 11 15. WITHHELD CONTRACT FUNDS, SUBSTITUTION OF SECURITIES 11 16. AFFIDAVITS OF SATISFACTION OF CLAIMS 12 17. WAIVER OF CLAIMS 12 18. I`"DEMNIFICATION, DEFENSE, HOLD HARMLESS 12 19. WORKERS' COMPENSATION INSURANCE AND EMPLOYERS_ ' LIABILITY INSURANCE 13 20. INSURANCE 13 21. CERTIFICATES OF INSURANCE; ADDITIONAL INSURED ENDORSEMENTS 14 22. DEFAULT&TERMINATION 15 23. TERMINATION FOR CONVENIENCE 16 24. DISPOSITION OF PLANS, ESTIMATES AND OTHER DOCUMENTS 16 25. NON-ASSIGNABILITY 16 26. CITY EMPLOYEES AND OFFICIALS. 17 27. STOP NOTICES; RECOVERY OF ADMINISTRATIVE COSTS 17 28. NOTICES 17 29. SECTION HEADINGS is 30. IMMIGRATION 18 1 i FEDERALLY FUNDED COMMUNITY DEVELOPMENT BLOCK GRANT CONSTRUCTION CONTRACT TABLE OF CONTENTS,continued Page No. 31. LEGAL SERVICES SUBCONTRACTING PROHIBITED 18 32. ATTORNEY'S FEES 19 33. INTERPRETATION OF THIS AGREEMENT 19 34. GOVERNING LAW 20 35. DUPLICATE ORIGNAL 20 36. CONSENT 20 37. COMPLIANCE WITH APPLICABLE REGULATIONS 20 38. MNIMUM WAGES 22 39. PREVAILING WAGE LAW 25 40. WITHHOLDING 25 41. HEALTH AND SAFETY 26 42. PAYMENT OF TRAVEL AND SUBSISTENCE ALLOWANCE 27 43. APPRENTICES AND TRAINEES 27 44. PAYROLLS AND BASIC RECORDS . 29 45. WITHHOLDING FOR UNPAID WAGES AND LIQUIDATED DAMAGES 32 46. SUBCONTRACTS 32 47. FEDERAL PARTICIPATION 32 48. DAVIS-BACON ACT 33 49. DISPUTES CONCERNING LABOR STANDARDS 33 50. CERTIFICATION OF LIABILITY 33 51. DISCRI fN-ATION, MINORITIES, ALIENS 34 52. EQUAL EMPLOYMENT OPPORTUNITY ..34 53. COPELAND "ANTI-KICKBACK" ACT 35 54. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT 35 55. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION POLLUTION CONTRACT ACT ..36 56. ENERGY CONSERVATION ..37 57. HOUSING AND URBAN DEVELOPMENT 37 58. SUBCONTRACTS 37 59. CONTRACT TERMINATION; DEBARMENT 38 60. COMPLAINTS, PROCEEDINGS OR TESTIMONY BY EMPLOYEES 38 61. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT OVERTIME REQUIREMENTS 38 62 ENTIRETY 39 2 FEDERALLY FUNDED COMMUNITY DEVELOPMENT BLOCK GRANT CONSTRUCTION CONTRACT BETWEEN THE CITY OF HUNTNGTON BEACH AND FOR THIS AGREEMENT ("Agreement") made and entered into this day of 20 by and between the City of Huntington Beach, a municipal corporation of the State of California, hereinafter referred to as "CITY," and a California hereinafter referred to as "CONTRACTOR." WHEREAS, CITY has solicited bids for a public works project, hereinafter referred to as "PROJECT," more fully described as in the City of Huntington Beach; and The PROJECT to which the construction work covered by this Agreement pertains is being assisted by the United States of America and Federal Labor Standards Provisions are included in this Agreement pursuant to the provisions applicable to such Federal assistance. Housing and Urban Development Act of 1968, as amended in 1992, Section 3, Title 24, Code of the Federal Regulations, Part 135, Economic Opportunities for Low- and Very Low- Income Persons, Section 3 contract clauses, the work to be performed under this Agreement is subject to the requirements of Section 3 of the Housing and Urban Development Act of 1968, as amended, 12 U.S.C. 1701u (section 3). The purpose of Section 3 is to ensure that employment and other economic opportunities generated by HUD assistance or HUD assisted projects covered by Section 3, shall, to the greatest extent feasible, be directed to low- and very low- zaree/formsrfederal CDGB 11/14/01 1 income persons, particularly persons who are recipients of HUD assistance for housing; and CONTRACTOR has been selected and is to perform said work; NOW, THEREFORE, in consideration of the promises and agreements hereinafter made and exchanged, the parties covenant and agree as follows: I. STATEMENT OF WORK; ACCEPTANCE OF RISK CONTRACTOR shall complete and construct the PROJECT pursuant to this Agreement and the Contract Documents (as hereinafter defined) and furnish, at its own cost and expense, all labor, plans, tools, equipment, supplies, transportation, utilities and all other items, services and facilities necessary to complete and construct the PROJECT in a good and workmanlike manner. CONTRACTOR agrees to fully assume the risk of all loss or damage arising out of the nature of the PROJECT, during its progress or prior to acceptance by CITY, from the action of the elements, from any unforeseen difficulties which may arise or be encountered in the prosecution of work, and for all other risks of any description in connection with the work, 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 agree/forms/federal CBGB 1 11]4/01 2 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; 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' Dews, 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; agree/forms/federal cDGs 11/14/01 3 E. Bid documents including the Notice Inviting Bids, the Special Instructions to Bidders and the CONTRACTOWs 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 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 ($ ), as set forth in the Contract Documents, to be paid as provided in this Agreement. agrWforms/federai CDGB 11/14/01 4 4. COMMENCEMENT OF PROJECT CONTRACTOR agrees to commence the PROJECT within ten(10)working days after the ]notice To Proceed is issued and diligently prosecute the PROJECT to completion within (_ ) consecutive from the day the Notice to Proceed is issued by DPW, excluding delays provided for in this Agreement. . 5. TIME OF THE ESSENCE The parties hereto recognize and agree that time is of the essence in the performance of this Agreement and each and every provision of the Contract Documents. CONTRACTOR shall prepare and obtain approval as required by the Contract Documents for all shop drawings, details and samples, and do all other things necessary and incidental to the prosecution of its work in conformance with the progress schedule set forth in the Contract Documents. CONTRACTOR shall coordinate its work with the work of all other contractors, subcontractors, and CITY forces working on the PROJECT in a manner that will facilitate the efficient completion of the PROJECT and in accordance with the terms and provisions of this Agreement. CITY shall have complete control of the premises on which the work is to be performed and shall have the right to decide the time and order in which the various portions of the work shall be performed and the priority of the work of other contractors, 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 aareelforms/federal CDGB 11/14/01 5 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 Agreement price will be adjusted upward or downward accordingly. 7. NOTICE TO PROCEED No work, services, material, or equipment shall be performed or furnished under this Agreement unless and until a Notice to Proceed has been given to CONTRACTOR by CITY. CITY does not warrant that the work will be available on the date the Notice to Proceed is issued. In the event of a delay in commencement of the work due to unavailability of the job site, for any reason, relief to CONTRACTOR shall be limited to a time extension equal to the delay due to such unavailability. 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 Agreement price to guarantee the CONTRACTOR's faithful performance of the work, and one in agreelforms/federal CDGB 11/14/01 6 the amount of one hundred percent of the Agreement 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 Agreement price, including all change orders, to warrant such performance for a period of one (1) year after CITY's acceptance thereof within ten (10) days of filing of the Notice of Completion. 9. WARRANTIES CONTRACTOR unconditionally guarantees all work done under this Agreement including, but not limited to, any workmanship, installation, fabrication, material or structural facilities constructed. CONTRACTOR, within ten (10) days after notice by CITY of any defect in the work, shall have the option to make appropriate repairs or replace the defective item or items. Upon expiration of such ten (10) day period, CITY may then make appropriate repair or replacement at CONTRACTOR's risk and own cost and expense. 10. INDEPENDENT CONTRACTOR It is understood and agreed that CONTRACTOR is, and shall be, acting at all times hereunder as an independent contractor and not an employee of CITY. CONTRACTOR shall secure at its own cost and expense, and be responsible for any and all payment of all taxes, social security, state disability insurance compensation, unemployment compensation and other payroll deductions for CONTRACTOR and its officers, agents and employees and all business licenses, if any,in connection with the PROJECT and/or the services performed hereunder. 11. LIQUIDATED DAMAGESIDELAYS 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 agreelformslfederal CDGB 11/14/01 7 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 Dollars (S ) 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 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. CON7RACTOR 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 agreelforms/federel CDGB 11114101 8 other casualty at the job site for which CONTRACTOR is not responsible, or by the combined action of the workers, in no way caused by or resulting from default or collusion on the part of CONTRACTOR, or in the event of a lockout by CITY, then the time herein fixed for the completion of the work shall be extended by the number of days CONTRACTOR has thus been delayed, but no allowance or extension shall be made unless a claim therefor is presented in writing to CITY within fifteen(15)days of the commencement of such delay. No claims for additional compensation or damages for delays, irrespective of the cause thereof, and including without limitation the furnishing of materials by CITY or delays by other contractors or subcontractors, will be allowed and an extension of time for completion shall be the sole remedy of CONTRACTOR. 12. 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, aVeelformslfcderal CDGH 11/14/01 9 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. 13. VARIATIONS N 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 Agreement 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. agreel£orms!£cderal CDG13 11/14/01 10 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 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 Agreement 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 agree/forms/federal CAGB 11/14/01 t 1 substitution and deposit therewith of securities equivalent to the amount of any monies withheld by CITY to ensure perfonnance under the terns 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. 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 agrWformslfederal CDGB 11/14/01 12 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. CITY shall be reimbursed for all costs and attorney's fees incurred by CITY in enforcing this obligation. 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 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 maintain 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 indemnify CITY, CONTRACTOR shall obtain and furnish to agree/forms/federal CDGH 11/14/01 13 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 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. agme/forms/federal MOB 11/14/01 14 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 provisions for indemnification of CITY by CONTRACTOR under the Agreement. CITY or its representative shall at all times have the right to demand the original or a copy of all the policies of insurance. CONTRACTOR shall pay, in a prompt and timely manner, the premiums on all insurance hereinabove required. CONTRACTOR shall provide a separate copy of the additional insured endorsement to each of CONTRACTOR's insurance policies, naming CITY, its officers, elected and appointed officials, employees, agents and volunteers as Additional Insureds, to the City Attorney for approval prior to any payment hereunder. 22. 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 CON-TRACTOR, 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. agmelFormslfederal CAGE 11/14/01 15 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. 23. TERMINATION FOR COIN VEIL TENCE 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 % %)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 no further obligation to CONTRACTOR. 24. 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. 25. N ONAS S IGNABILITY 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. agree/forms/federal CDGB 11/14/01 16 26. 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. 27. 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. 28. 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, by notice given hereunder, may designate different addresses to which subsequent notices, certificates or other communications will be sent: agreelformslredera!CDGB E 1114101 17 TO CITY: TO CONTRACTOR: City of Huntington Beach ATTN: 2000 Main Street Huntington Beach, CA 92648 29. SECTION HEADENGS 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. 30. 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. 31. 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 agreeJforms/federal CAGH 11/14/01 l CITY; and CITY shall not be liable for payment of any. legal services expenses incurred by CONTRACTOR. 32. ATTORNEY'S FEES Except as expressly set forth in Section 18, in the event suit is brought by either party to construe, interpret and/or enforce the terms and/or provisions of this Agreement or to secure the performance hereof, each party shall bear its own attorney's fees and the prevailing party shall not be entitled to recover its attorney's fees from the non-prevailing party. 33. INTERPRETATIOI\ 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. agrWfom,alfedaral CDGB 1]114/01 19 34. GOVERNING LAW This Agreement shall be governed and construed in accordance with the laws of the State of California. 35. DUPLICATE ORIGINAL The original of this Agreement and one or more copies hereto have been prepared and signed in counterparts as duplicate originals, each of which so executed shall, irrespective of the date of its execution and delivery, be deemed an original. Each duplicate original shall be deemed an original instrument as against any party who has signed it. 36. 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. 37. COMPLIANCE WITH APPLICABLE REGULATIONS. The parties to this Agreement agree to comply with HUD's regulations in 24 CFR part 135, which implement Section 3. As evidenced by their execution of this Agreement, the parties to this Agreement certify that they are under no contractual or other impediment that would prevent them from complying with the part 135 regulations. CONTRACTOR agrees to send to each labor organization or representative of workers with which the CONTRACTOR has a collective bargaining agreement or other understanding, if any, a notice advising the labor organization or worker's representative of the CONTRACTOR's commitments under this Section 3 clause, and will post copies of the notice in conspicuous places at the work site where both employees and applicants for training and employment positions can see the notice. The notice shall describe the Section 3 preference, agree/forms/federal CDGB 111]4/01 20 shall set forth minimum number and job titles subject to hire, availability of apprenticeship and training positions, the qualifications for each; and the name and location of the persons taking applications for each of the positions; and the anticipated date the work shall begin. CONTRACTOR agrees to include the Section 3 clause in every subcontract subject to compliance with regulations in 24 CFR part 135, and agrees to take appropriate action, as provided in an applicable provision of the subcontract or in this Section 3 clause, upon a finding that the subcontractor is in violation of the regulations in 24 CFR part 135. CONTRACTOR will not subcontract with any subcontractor where CONTRACTOR has notice or knowledge that the subcontractor has been found in violation of the regulations in 24 CFR part 135. CONTRACTOR will certify that any vacant employment positions, including training positions, that are filled (1) after the contractor is selected but before the Agreement is executed, and (2) with persons other than those to whom the regulations of 24 CFR part 135 require employment opportunities to be directed were not filled to circumvent the CONTRACTOR's obligations under 24 CFR part 135. CONTRACTOR agrees and understands that noncompliance with HUD's regulations in 24 CFR part 135 may result in sanctions, termination of this Agreement for default, and debarment or suspension from future HUD assisted contracts, and With respect to work performed in connection with Section 3 covered Indian housing assistance, Section 7(b) of the Indian Self Determination and Education Assistance Act (25 U.S.C. 450e) also applies to the work to be performed under this Agreement. Section 7(b) requires that to the greatest extent feasible (i) preference and opportunities for training and employment subcontracts shall be given to Indians, and (ii) preference in the award of contracts agree/forms/federal CDGB M14/01 21 and subcontracts shall be given to Indian organizations and Indian-owned Economic Enterprises. Parties to this Agreement that are subject to the provisions of Section 3 and Section 7(b) agree to comply with Section 3 to the maximum extent feasible, but in derogation of compliance with Section 7(b). 38. MINIVIL'M WAGES All laborers and mechanics employed or working upon the site of the work (or under the United States Housing Act of 1937 or under the Housing Act of 1949 in the construction or development of the project), will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations issued by the Secretary of Labor under the Copeland Act(29 CFR Fart 3), the full amount of wages and bona fide fringe benefits(or cash equivalents thereof) due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the CONTRACTOR and such laborers and mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits under Section'l(b)(2) of the Davis-Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of 29 CFR 5.5(a)(I)(iv); also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs, which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without agreelformslfederat CDGB 11/14/01 22 regard to skill, except as provided in 29 CFR Part 5.5(a)(4). Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein; provided that the employer's payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any additional classification and wage rates conformed under 29 CI+R Part 5.5(a)(1)(ii) and the Davis-Bacon poster (WH-1321) shall be posted at all times by the CONTRACTOR and its subcontractors at the site of the work in a prominent and accessible place where it con be easily seen by the workers. Any class of laborers or mechanics which is not listed in the wage determination and which is to be employed under the Agreement shall be classified in conformance with the wage determination. HUD shall approve an additional classification and wage rate and fringe benefits therefore only when the following criteria have been met: (1) The work to be performed by the classification requested is not performed by a classification in the wage determination; and (2) The classification is utilized in the area by the construction industry;and (3) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination. If the CONTRACTOR and the laborers and mechanics to be employed in the classification (if known), or their representatives, and HUD or its designee agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by HUD or its designee to the Administrator of the Wage and Hour Division, Employment Standards Administration, U.S. Department of Labor, Washington, D.C. 20210. The Administrator, or an authorized agreelformslfederal CDGB 11/14/01 23 representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise HUD or its designee or will notify HUD or its designee within the 30-day period that additional time is necessary. (Approved by the Office of Management and Budget under OMB control number 1215-0140.) In the event the CONTRACTOR, the laborers or mechanics to be employed in the classification or their representatives, and HUD or its designee do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), HUD or its designee shall refer the questions, including the views of all interested parties and the recommendation of HUD or its designee, to the Administrator for determination. The Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise HUD or its designee or will notify HUD or its designee within the 30-day period that additional time is necessary. (Approved by the Office of Management and Budget under OMB Control Number 1215-0140.) The wage rate (including fringe benefits where appropriate) determined pursuant to subparagraphs (1)(b) or(c) of this paragraph, shall be paid to all workers performing work in the classification under this Agreement from the first day on which work is performed in the classification. Whenever the minimum wage rate prescribed in the Agreement for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the CONTRACTOR shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof. If the CONTRACTOR does not make payments to a trustee or other third person, the CONTRACTOR may consider as part of the wages of any laborer or mechanic the amount of agree/formsrfedeml CDGB 11/14/01 24 any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program; provided that the Secretary of Labor has found, upon the written request of the CONTRACTOR, that the applicable standards of the Davis-Bacon Act have been met. The Secretary of Labor may require the CONTRACTOR to set aside in a separate account assets for the meeting of obligations under the plan or program (Approved by the Office of Management and Budget under OMB Control Number 1215-0140.) 39. PREVAILING WAGE LAW. The CITY has ascertained from the U. S. Department of Housing and Urban Development ("HUD") the general prevailing rate of per diem wages and the general prevailing rate for legal holiday and overtime work in the locality in which the work is to be performed for each craft or type of work needed to execute this Agreement, and the same has been set forth by resolution on file in the office of the City Clerk of CITY. CONTRACTOR and any subcontractor under it shall pay not less than said prevailing wage rates to all workers employed on this Public Works Agreement. CONTRACTOR agrees to secure payment of compensation to every employee. 40. WITHHOLDING. HUD or its designee shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld from the CONTRACTOR under this Agreement or any other Federal contract with the same prime contractor, or any other Federally-assisted contract subject to Davis-Bacon prevailing wage requirements, which is held by the same prime contractor so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees and helpers, employed by the CONTRACTOR or any subcontractor the full amount of agm/forms/federa!CDGB 11/14101 25 wages required by the Agreement. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee or helper, employed or working on the site of the work (or under the United States Housing Act of 1937 or under the Housing Act of 1949 in the construction or development of the project), all or part of the wages required by the Agreement, HUD or its designee may, after written notice to the CONTRACTOR, sponsor, applicant, or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased, HUD or its designee may, after written notice to the CONTRACTOR, disburse such amounts withheld for and on account of the CONTRACTOR or subcontractor to the respective employees to whom the are due. The Comptroller General shall make such disbursements in the case of direct Davis-Bacon Act contracts. 41. HEALTH AND SAFETY. No laborer or mechanic shall be required to work in surroundings or under working conditions which are unsanitary, hazardous, or dangerous to his health standards promulgated by the Secretary of Labor by regulation. The CONTRACTOR shall comply with all regulations issued by the Secretary of Labor pursuant to Title 29 Part 1926 (formerly part 1518) and failure to comply may result in imposition of sanctions pursuant to the Contract Work Hours and Safety Standards Act (Public Law 91-54, 83 Stat. 96). The CONTRACTOR shall include the provisions of this Article in' every subcontract so that such provisions will be binding on each subcontractor. The CONTRACTOR shall take such action with respect to any subcontract as the Secretary of Housing and Urban Development or the Secretary of Labor shall direct as a means of enforcing such provisions. agrrrom,eecdeBf cDcs 11/14/01 26 42. PAYMENT OF TRAVEL AND SUBSISTENCE ALLOWANCE. Section 1773.8 of the California Labor Code,regarding the payment of travel and subsistence payments,is applicable to this PROTECT. 43. APPRENTICES AND TRAINEES. Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment and Training Administration, Bureau of Apprenticeship and Training, or with a State Apprenticeship Agency recognized by the Bureau, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Bureau of Apprenticeship and Training or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater than the ratio permitted to the CONTRACTOR as to the entire work force under the registered program. Any worker listed on a payroll at an apprentice wage rate,who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman's hourly rate) specified in the contractor's or subcontractor's registered program shall be observed. a&meAormslfedemI M08 11/14/01 27 Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeymen hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. In the event the Bureau of Apprenticeship and Training, or a State Apprenticeship Agency recognized by the Bureau, withdraws approval of an apprenticeship[ program, the CONTRACTOR will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved. Trainees. Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification by the U.S. Department of Labor, Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every trainee must be paid at not less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless agree/forms/federal CDGB l 1114/01 28 the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman wage rate on the wage determination which provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program, the CONTRACTOR will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. 44. PAYROLLS AND BASIC RECORDS. Payrolls and basic records relating thereto shall be maintained by the CONTRACTOR during the course of the work preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work (or under the United States Housing Act of 1937, or under the Housing Act of 1949, in the construction or development of the project). Such records shall contain the name, address, and social security number of each such worker, his or her correct classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in Section 1(b)(2)(B) of the Davis-Bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5 (a)(1)(iv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in Section agreelformslfederal CMB I M4/01 29 l(b)(2)(B) of the Davis Bacon Act, the CONTRACTOR shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. (.Approved by the Office of Management and Budget under OMB Control Numbers 1215-0140 and 1215-0017.) The CONTRACTOR shall submit weekly for each week in which any Agreement work is performed a copy of all payrolls to HUD or its designee if the agency is a parry to the Agreement, but if the agency is not such a party, the CONTRACTOR will submit the payrolls to the applicant, sponsor, or owner, as the case may be, for transmission to HUD or its designee. The payrolls submitted shall set out accurately and completely all of the information required to be maintained under 29 CFR Part 5.5(a)(3)(i). This information may be submitted in any form desired. Optional Form WH-347 is available for this purpose and may be purchased from the Superintendent of Documents (Federal Stock Number 029-005-00014-1), U.S. Government Printing Office, Washington, DC 20402. The prime CONTRACTOR is responsible for the submission of copies of payrolls by all subcontractors. (Approved by the Office of Management and Budget under OMB Control Number 1215-0149.) Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the CONTRACTOR or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the Agreement and shall certify the following: agreefformslfederal CDGS 11/14/01 30 That the payroll for the payroll period contains the information required to be Maintained under 29 CFR Part 5.5(a)(3)(I)and that such information is correct and complete; That each laborer or mechanic (including each helper, apprentice, and trainee) employed on the Agreement during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in 29 CFR Part 3; That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, as specified in the applicable wage determination incorporated into the Agreement. The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH-347 shall satisfy the requirement for submission of the "Statement of Compliance"required by paragraph A.3.(ii)(b) of this section. The falsification of any of the above certifications may subject the CONTRACTOR or subcontractor to civil or criminal prosecution under Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code. The CONTRACTOR or subcontractor shall make the records required under this section available for inspection, copying, or transcription by authorized representatives of HUD or its designee or the Department of Labor, and shall permit such representatives to interview employees during working hours on the job. If the CONTRACTOR or subcontractor fails to submit the required records or to make them available, HUD or its designee may, after written notice to CONTRACTOR, sponsor, applicant, or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, agree/forme/federal CAGB 11/14/01 31 failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR Part 5.12. 45. WITHHOLDING FOR UNPAID WAGES AND LIQUIDATED DAMAGES. HUD or its designee shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the CONTRACTOR or subcontractor under any such contract or any other Federal contract with the same prime contract, or any other Federally assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime CONTRACTOR such sums as may be determined to be necessary to satisfy any liabilities of such CONTRACTOR or subcontractor for unpaid wages and liquidated damage'as provided in the clause set forth in subparagraph(2) of this paragraph. 46. SUBCONTRACTS. The CONTRACTOR or subcontractor shall insert in any subcontracts the clauses set forth in Section 44 of this Agreement and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in Section 44. 47. FEDERAL PARTICIPATION. The PROJECT pursuant to which the work covered by this Agreement is being executed is being assisted by the United States of America. Several Agreement provisions embodiW herein are included in this Agreement in accordance with the provisions applicable to such federal assistance. As federal funds are financing all or part of this work, all of the statutes, agreelforMslfederaf CAGB 11/14101 32 rules and regulations promulgated by the Federal Government and applicable to the work will apply, and CONTRACTOR agrees to comply therewith. 48. DAVIS-BACON ACT. CONTRACTOR agrees to pay and require all subcontractors to pay all employees on said PROJECT a salary or wage at least equal to the prevailing rate of per diem wage as determined by the Secretary of Labor in accordance with the Davis-Bacon Act (40 USC section 176a, et seq.) for each craft or type of worker needed to perform this Agreement. CONTRACTOR agrees to comply with all applicable federal labor standards provisions; said provisions are incorporated herein by this reference. 49. DISPQTES CONCERNING LABOR STANDARDS. Disputes arising out of the labor standards provisions of this Agreement. Such disputes shall be resolved in accordance with the with the procedures of the Department of Labor set forth in 29 CFR Parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the CONTRACTOR (or any of its subcontractors) and HUD or its designee, the U.S. Department of Labor, or the employees or their representatives. 50. CERTIFICATION OF ELIGIBILITY. By entering into this Agreement, the CONTRACTOR certifies that neither it (nor he or she) nor any person or firm who has an interest in the CONTRACTOR's firm is a person or firm ineligible to be awarded Government contracts by virtue of Section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1) or to be awarded HUD contracts or participate in HUD programs pursuant to 24 CFR Part 24. No part of this Agreement shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of Section 3(a) of the Davis-Bacon Act or 29 CFR agmeJforms/federal CDGB 11/14/01 33 5.12(a)(1) or to be awarded HUD contracts or participate in HUD programs pursuant to 24 CFR Part 24. The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U.S.C. 1001. Additionally, U.S. Criminal Code, Section 1010, Title 18, U.S.C. "Federal Housing Administration transactions", provides in part "Whoever, for the purpose of-influencing in any way the action of such Administration...makes, utters or publishes any statement, knowing the same to be false...shall be fined not more than $5,000 or imprisoned not more than two years, or both." 51. DISCRIMINATION MINORITIES ALIENS. CONTRACTOR shall not discriminate nor allow its employees, agents, principals, or subcontractors to discriminate against any employee or applicant for employment on the basis of race, religious creed, national origin or sex. CONTRACTOR shall take affirmative steps to hire local qualified minority individuals when job opportunities occur and utilize local business firms when possible. 52. EQUAL EMPLOYMENT OPPORTUNITY. The CONTRACTOR will comply with all provisions of Executive Order 11246, as amended, and 29 CFR Part 30. The utilization of apprentices, trainees and journeymen under this part shall be in conformity with the equal employment opportunity requirements. CONTRACTOR is required to have an affirmative action plan which declares that it does not discriminate on the basis of race, color, religion, creed, national origin, sex or age to ensure equality of opportunity in all aspects of employment. agree/forms/federal CDGH 11/14/01 34 Section 503 of the Rehabilitation Act of 1973 (29 USC Section 701, et seq.) prohibits job discrimination because of handicap and requires affirmative action to employ and advance in employment qualified handicapped workers. Section 402 of the Vietnam Era Veterans Readjustment Assistance Act of 1974 (38 USC Section 219 et seq.)prohibits job discrimination and requires affirmative action to comply and advance in employment(1) qualified Vietnam veterans during the first four(4)years after their discharge and(2) qualified disabled veterans throughout their working life if they have a thirty percent(30%)or more disability. To ensure compliance with these requirements, the CONTRACTOR shall provide the City with its written affirmative action plan prior to commencement of work. The CONTRACTOR is required to provide the CITY with a listing of its subcontractors together with a completed affirmative action program from each subcontractor when applicable. 53. COPELAND "ANTI-KICKBACK" ACT. CONTRACTOR and its subcontractors shall comply with the requirements of 29 CFR Part 3, which Act provides that each shall be prohibited from including, by any means, any person employed in the construction, completion, or repair of public work, to give up any part of the compensation to which he is otherwise entitled. 54. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT. The CONTRACTOR shall comply with the provisions of Section 103 and 107 of the contract Work Hours and Safety Standards Act (40 USC 327 et seq.) as supplemented by Department of Labor regulations (29 CFR, part 5). Under Section 103 of the Act each CONTRACTOR shall be required to compute the wages of every mechanic and laborer on the basis of a standard workday of eight(8)hours and standard workweek of forty(40)hours. Work agreelforms/federal CDGB 11/14/01 35 in excess of the standard workday or workweek is permissible provided that the worker is compensated at a rate of not less than 1-1/2 times the basic rate of pay for all hours worked in excess of eight (8) hours in any calendar day or forty(40)hours in the workweek. Section 107 of the Act is applicable to construction work and provides that no laborer or mechanic shall be required to work in surroundings or under working conditions which are unsanitary, hazardous, or dangerous to his health and safety as determined under construction, safety and health standards promulgated by the secretary of Labor. These requirements do not apply to the purchase of supplies or materials or articles ordinarily available on the open market or contracts for transportation. As used in this section, the.terms "laborers" and "mechanics" include watchmen and guards. 55. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER OLLUTION CONTROL ACT. A. CONTRACTOR stipulates that all facilities to be utilized in the performance of this Agreement were not listed, on the date of contract award, on the United States Environmental protection Agency (EPA) List of Violating Facilities, pursuant to 40 CFR 15.20. 13. The CONTRACTOR agrees to comply with all of the requirements of Section 114 of the clean Air Act and section 308 of the Federal Water pollution control Act and all regulations and guidelines listed thereunder. C. The CONTRACTOR shall promptly notify the CITY of the receipt of any communication from the Director, office of Federal Activities, EPA, aQr"1forms/federa1 CDGB 11/14/01 36 indicating that a facility to be utilized pursuant to this Agreement is under consideration to be listed on the EPA List of Violating facilities. D. The CONTRACTOR agrees to include or cause to be included the requirements of paragraph (a) thorough (d) of this section in every nonexempt subcontract, and further agrees to take such action as the Government may direct as a means of enforcing such requirements. 56. E\`ERGY CONSERVATION. Agreements with federal participation shall recognize mandatory standards and policies relating to energy efficiency which are contained in the State energy conservation plan issued in compliance with the Energy Policy and Conservation Act (42 USC Section 6201, et seq.). 57. HOUSING AND URBAN DEVELOPMENT. CONTRACTOR agrees to comply with any and all rules, regulations, guidelines, procedures and standards of the United States Department of Housing and Urban Development and complete any and all reports and forms that may be required in accordance therewith. 58. SUBCONTRACTS. The CONTRACTOR or subcontractor will insert in any subcontracts the clauses contained in 29 CFR 5.5(a)(1) through (10) and such other clauses as HUD or its designee may by appropriate instructions require, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the Agreement clauses in 29 CFR Part 5.5. agree/formsAderal MOB 11/14/01 37 59. CONTRACT TERMINATION: DEBARMENT. A breach of the Agreement clauses in 29 CFR 5.5 may be grounds for termination of the Agreement, and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12. 60. COMPLAINTS, PROCEEDINGS, OR TESTIMONY BY EMPLOYEES. No laborer or mechanic to whom the wage, salary, or other Iabor standards provisions of the Contract are applicable shall be discharged or in any other manner discriminated against by the CONTRACTOR or any subcontractor because such employee has filed any complaint or instituted or caused to be instituted any proceeding or has testified or is about to testify in any proceeding under or relating to the labor standards applicable under this Contract to his employer. 61. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT - OVERTIME REQUIREMENTS.. A. No CONTRACTOR or subcontractor contracting for any part of the Agreement work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of eight hours in any calendar day or in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate no less than one and one-half times the basic rate of pay for all hours worked in excess of eight hours in any calendar day or in excess of forty hours in such workweek,whichever is greater. agre-e/forms/federal CDGH 11/14/01 38 B. Violation, Liability for Unpaid Wages, Liquidated Damages. In the event of any violation of the clause set forth in subparagraph (A) of this paragraph, the CONTRACTOR and any subcontractor responsible therefor shall be liable for the unpaid wages. In addition, such CONTRACTOR and subcontractor shall be liable to the United States (in the case of work done under contract for the Distract of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of.the clause set forth in subparagraph(A) of this paragraph, in the sum of $10 for each calendar day on which such individual was required or permitted to work in excess of eight hours or in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in.subparagraph(1)of this paragraph. 62. ENTIRETY The foregoing, and Exhibit "A" attached hereto, set forth the entire Agreement between the parties. No waiver or modification of this Agreement shall be valid unless in writing duly executed by both parties. The parties acknowledge and agree that they are entering into this Agreement freely and voluntarily following extensive arm's length negotiations, and that each has had the opportunity to consult with legal counsel prior to executing this Agreement. The parties also acknowledge and agree that no representations, inducements, promises, agreements or warranties, oral or otherwise, have been made by that party or anyone acting on that party's egreelforms/federal CDGB 11/14/01 39 behalf, which are not embodied in this Agreement, and that that party has not executed this Agreement in reliance on any representation, inducement, promise, agreement, warranty, fact or circumstance not expressly set forth in this Agreement. 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 HUN TINGTON BEACH, a municipal corporation of the State of California Mayor By: ATTEST: print name ITS: (circle one) Chairman/PresidentfVice President City Clerk AND APPROVED AS TO FORM: By: print name City Attorney ITS: (circle one) Secretary/Chief Financial Officer/Asst. Secretary-Treasurer INITIATED AND APPROVED: REVIEWED AND APPROVED: Director of Public Works City Administrator agrm/formsifederal CDGB 11/14/01 40 The following information must.be returned with the bid Bidder's name: e-W AW62LW G. Bidder's address: 38 f Xda -V444 .1�iPruE _ hfny ,Bc* ez, _ Y y Phone number: W/- 2,3-3 Fax number: Y9/- zSz � Pipeline rehabilitation process (trade name) bid:'` jr (Choose only one per Section B- "Instructions to Bidders" #12) Attach a letter to this sheet from the manufacturer stating: 1. The installer 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. Cammaw-") 4. If CIPP is installed, proof of meeting Section 500-1.4.4. A11A List of three certified laboratories that can perform the required ASTM testing. Laboratory number 1: Name: 5C-6 -M577d r� 4A7,3 Address: S"55ar' 6. P� .� °� -9kXc. 6.4: 91"�d Telephone number: 3 V38 -- le,00 Contact person: D04MV-19" Laboratory number 2: Name:-:. d9C-N - -sr 4,41!�V,-Z,47WA-y Address: 2F 83 E• AA >A /hrAA-i�lij 42 90 7 Telephone number: 3o0 Contact person: SAazA Laboratory number 3: Name: a�.c��--E �tsr7.✓ laTDR��s, � Address: 0 a8Rco6.9 4a 72 3 Telephone number: S6 -7/// Contact person: Ac.Es S��- rf C-11 BIDDER'S CERTIFICATION* HOUSItiG AND URBAN DEVELOPMENT ACT OF 1968 AS AMMENDED IN 1992, SECTION 3 TITLE 24, Code of Federal Regulations, Part 135* Economic Opportunities for Low and Very Low-Income Persons The bidder, under penalty of perjury, certifies that except as noted below, any person associated therewith in the capacity of owner, partner, director, officer, or manager(initial the applicable selections): Will ensure that 10% of all new hires as a result of this project shall meet all requiremnents of Section 3 of CFR Part 135 of the HUD Act of 1968; or Will hire no new employees in conjunction with this project. Will award 10% of its sub-contracts to Section 3 businesses. This certification shall apply to the prime contractor's sub-contracts related to this project. Contractor: _ SRZVCQ ,1 �`�. ybve�tr ��.� 1`1 �.�.e• Contact Person: 47QA _ /4a eA;a%Lwa.tTN91 Contact Phone: 71,w F 1Y - 2 3 Signed: Date: A1- - 2—200 7, *Note: The above certification is required by the Department of Housing and Urban Development (24 CFR 135 and Subtitle A et al) and must be submitted by the bidders and proposed sub-contractors only in connection with contracts and subcontracts which are-subject to Section 3 of the 1968 Housing and Urban Development Act, as amended in 1992 (HUD). Previous non-cow fiance with Section 3 could result in disqualification. f C-12 I.C.W. GROUP FINSURANCE COMPANY OF THE WEST ❑EXPLORER INSURANCE COMPANY [ 1INDEPENDENCE CASUALTY AND SURETY COMPANY B''.-qD NO. 149 65 58 BID OR PROPOSAL BOND F .-"OW ALL MEN BY THESE PRESENTS: That we, Sancon Engineering 11, Inc., (hereinafter called the Principal), and Insurance Company of the W-:st, 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 o_ ::ndertakings required or authorized by the laws of the State of California, as Surety, are held and firmly bound unto City of Huntington Beach (hereinafter called the obligee) in the just and full sum of ten percent o'" the total amount of the bid in Dollars ($101/6) 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, a,::ninistrators, successors and assigns,jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH THAT WHEREAS, the above bounden Principal a,. aforesaid, is about to hand in and submit to the obligee a bid or proposal dated April 2, 2002 for bid Old Town Sewer Lining Project Phase III; cash contract #1180 in accordance with the plans and specifications fi.ed 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 duty signed and sealed this 19th day of March, 2002. Sancon Enginee II, Inc, I BY: Insurance Company f e West BY: Michael R/1angak A.tomey-0-Fact t . CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California , ss. County of Los eles On March 19, 2002 before me, Katherine L. Banks, Notary Public Cate Name and Tile of Of-car(e.g,'Jane Do if,Notary Pualic") personally appeared Michael R. Langan Nome(a)of Signer(s) „ rMx,,,,,„,� L personally known to me f(ATHERTNE L. BANI(S 2-1proved to me on the basis of satisfactory i COMM. # 1337229 a evidence a NOTARY PUBLIC -CALIFORNIA CCno - > LOS ANGELES COUNTY r to be the persons) whose nameW Is/me MY Comm.Expires Jee.31,2008 1 subscribed to the within instrument and acknowledged to me that he/sbekbW executed the same in his1Jmwdb9ix authorized KATFfI:Rtly� t, BANKS capacity(, and that by his/ (� • Camrrl.11171810 signatures) on the instrument the person(s), or I- , NOTARY PUBLIC•CALIFORNIA the entity upon behalf of which the personN) Los Angelas Codntr acted, executed the instrument. MY Cm101. Expiraa Jan.31,2002 "a WIT ES my hand and official sea I . Place Notary Seal Above S:ggature of s Ptib is OPTIO AL i Though the information below is not required by law, it may prove valuable to persons retying on the document and could prevent fraudulent removal and reattachment of this form to another document. I Description of Attached Document Title or Type of Document: Bid Bond Document Date: Number of Pages: Signer(s) Other Than Named Above: Capaclty(ies) Claimed by Signer Signer's Name: .... .---.._..,---..__.._.._.. Michael R. Langan ;.. Individual T ' ;op c'ir.,,-,�rere Corporate Officer—Title(s): ❑ Partner—❑ limited ❑ General X Attorney in Fact Trustee - Guardian or Conservator Other: Signer Is Representing: Insurance Gonip iy of the West: _ 0 1997 National Notary Association-9350 Ce Sato Ave.,P.O.Box 2402•Chatsworth,CA 91313.2402 Prod-No 5901 Reorder:Call Tolll•Free 1•Boo-878.6a27 No.0000992 ICW GROUP Power of Attorney Insurance Company of the West The Explorer Insurance Company Independence Casualty and Surety Company KNOW ALL NMh BY THESE PRESENTS: That Insurance Company of the West,a Corporation duly organized under the laws of the State of California,The Explorer Insurance Company,a Corporation duly organized under the laws of the State of Arizona,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.LA\GAN 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 WHEREOF,the Companies have caused these presents to be executed by its duly authorized officers this 16th day of January,2001. a ^"K►q. ttUl 9 '"� INSURANCE COMPANY OF THE 'WEST oua aa`rpvp0e*,��a� y THE EXPLORER LNSL-RA.NCE COMPANY SEAL„ c INDEPENDENCECOMPANY CASUALTY AND SURETY at�otr* y1 u� a John H.Craig,Assistant Secretary Jahn L.Hannum,Executive Vice President State of California County of San Diego SS. On January 16,2001,before me,Norma Porter,Notary Public,personally appeared John L.Hannum and John H.Craig,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. NORMA-PORTER v " COMM.#125754p NOTARY PUBLIC-CALIFORNIA d SAN r]i Y GIO COUNTY .► ` My DIE vsbl[,n MARCH 19.2004 Norma Porter,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 Senretarv,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,u dertak4igs,and oaxr sirrilur contracts of sarm ship,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,The 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 19th day of ��Ia.YCh r 2002 John H. Craig,Assistant Secretary To verify the authenticity of this Power of Attomey'vou may call 1-800-877-1111 and ask for the Surety Division. Please refer to the Power of Attorney Number, the above named indhidual(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. F ix r3� a erican pipe & plastics PO. Box 577, Binghamton, New York 13902 Rhone 607 775-4340 Inc. FAX 607 775-2707 January 17, 2002 Mr. - ick DiBenedetto, President Sancon Engineering, Inc. 5841 Engineer Drive Huntington Beach, CA 92649 Dear Mr. DiBenedetto: This is to certify that Sancon Engineering nc. is a licensed and experienced installer of the A'M-Liner folded and formed k-C pipe rehabilitation system located in the Southern California area. Should any of your clients need further information or have any questions regarding this matter, please feel free to have them contact us. Sincerely, 7kICAN-PPE,& PLASTICS, INC. $obbi Zurn ;President cc- Sancon Engineering, Inc. file Data Sheet 7-­ �7 _V2t"R W. Lz7 'Ar PATENTED the trenchless, manhole-to-manhole sewer pipeline rehabilitation system El AM-Liner 11 is manufactured from a polyvinyl chloride compound specially formulated for pipeline rehabilitation. 0 AM-Liner R is resistant to all normal sewer effluents due to the superior chemical and flame resistant properties of polyvinyl chloride. E1 AM-Liner 11 is manufactured to nd SDR 26 to line sewer pipe from 6-inch to 112-=6�diamDeter. 0 AM-Liner H conforms to ASTM Standards F-1 867 and F-1 871. Coefficient of Linear Thermal Expansion......ASTM-D696 4.17x 10,5 in./in./oF After installation AM-Liner H 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. Tensile Elongation........................................................ASTM-D638 150% Min. Flexural Strength...........................................................ASTM-D790 4100 PSI Min. Flexural Modulus...........................................................ASTM-D790 155,000PSI Min. Specific Gravity..............................................................ASTM-D792 1.28 IZOD impact.....................................................................ASTM-D256 1.2 ft. lbs./in Min. Brittleness Point.............................................................ASTM-D746 32.9 'F jested using a compression molded samrle. AM-Liner It is manufactured by American Pipe & Plastics, Inc. P.Q. Box 577, Binghamton, NY 13902 NEMBEQ PH: 607-775-4340 FX: 607-775-2707 Web Site: wwwAlernettampipe E-Mail: amliner@servtech.com 3V CITY OF L.Os 'ANGELES BOARD OF PUBLIC WORKS CA.-I-FOR N!A. DEPnniMIEl�i 0= h1E.9 B ERS ?U3_C 1002MS -- f,t�co 4.,V 1' E-L_ S-E%, tOr PRES:C-=N- 4 -1.- "I ENGINEERING 1° F. PRESQE'- - 0'.:"S K. P.idE MAR-1\E� flC A.SJ•R'JE i r��UnD P Soi; ..1��1`� S T.,S'..-7�2.0. LAS AN'3'EES.Cr'.900 -1 MAYOR J.,Iv::S A GIBSON S=CREi ARY April' 12, 1999 David Badaley Sancon Engi:ieerin; 5541 Enj veer Drive Hunting`on Reach CA 92610 Dear 1Ir. Badglev: Re: _A-M-LIl`'ER II ST kTli S -APPROVED FOR TR.L•JL DEMONSTRATION This is in response to your letter dated April 8, =999 requesting City of Los ATgeies approval of:A11-Liner II for rehabilitating sewer pipes. You had certified that the PVC compound uses to maltie .his product is idenr:cal in =or::u-atior_, raw material sour^e, manufacturing process and man-ufactnring sz-te Lo r�-aterial that a—-, tes'ed at cur laboratory_n 1995 (see Lab tic. 90- 514-10, dated February 21, 1.995). J As such, :UJ-Liner H is eligible for use in City of Los Angeles se—ers on a trial oasis for Sliplined rehabilitation_ projects. Our procedures require all new products to remain "approved on a trial basis" until :III-Liner II can be shown to rye consistently and reliably installed in the field. The sample specification for this product is as follows: AM-Liner 11 Folded and reformed per SSP'WC.�^0-1.,0 and as s::br-.-7i1ed for C;y Approval Resin:PVC cell classification 1211 TC co.^aiy g',-vit; SSP„/C 213-2,3.3 F`$Xurai MoCL°iUs: 15 ,000 PS:; i`a'ii!l u:^ .1 i.1al 1 ensiis S ron.g.h ,5700 Ds. Minimum !onglerm. (50-yeai'.1 '-;exu,,al If Vol-, have any questions, please contact: City of Los Angeles - Department of Public tN-orks, SGE'D -Engineer of Design, 650 Sown Spring Street, Suite 400, Los yxigeles, California 900 .4- 1913 S,r.CerF:v by Ci - >�'. Robins, Engineer of Design Structural & Geatechrlical E ginee:i.ng Division TKC:CAL R;H;r•:hl'amlinii0.w 6 W. tix ioii. CSED - NV'S 533 - - A 'RESS ALL T.F'E C . . ENG N_-., 95-514-1C ci,:y i3r LOS ANORLES LAM. NO. . . .. ......................... ...... DEFARTMENt,& QE.%,F.RAL SERY',1,Cn AXVU 8-30-94 . . ............... . 2-21-95 Upwo ' "­............. .. LOB AY*;LZ3, C4 DWI.' ......R.O.Vyv ..Tor Vi City-En;ifoer- cc : Mr. Clark W. Rob-�.ns Mr'. Hugh Lee - Mr. Walter Shicgi At the requIsst of the Bureau of Engineerinq , St=uctural Engineeiin; Division, chemical resistance tests were ccnducted or, a SaMP10 Of "AM" Liner System. The ttst apeci==S were PrSParad and suhnitt4d by the manuiacwzerls representative, Mr . Dave Badqley . Project Title "AN" QnQr Systam Project No . 5500084 ma=facturez KH-Unar American Pipe a Plastics Engirea=5 Hugh Lee Walter Shiogi The sanples wera tisted for weigiz c�7ange and atre:--gth after axposure to chemical sOlutiOns in accordance with the standard Specifications fcr puVic lwo=ks Constructicn 1994 ZOO= section 00-2 . 3 . 3 . Pipe lstiffreSz, pipe deflecmion , impaut, extrusion quality and ash connant we=e also determined. Test results seats are attachei. H 0. V4 SAM VDiActor PAPXIN 'K. Hov C. V "'Y General Services/ —lords '2. 2 7 12.3; PX11-:1 341i: AN MEL /* eC4 CAI Lab No.: 95-514-10 Page 2 nm1gal Ae rr . $te Project Title: "AM" Lir.er SysTem Projoct No: SDo01084 EDginoer. tough Lee I Walter ShiOgl ,M,wUf.jcturer: A'A-Cider f Arnericar Pipe l�l&Stica S-.Une. Gaye Ba,dgldy nale Rncelved: Specification: sspwc Section 210-2.3.3, 199d Rigid PVC AM-Liner pip&llning �ater.lal, Cell Cuss 12 11-C, wtSite color Four 1 "x 3' coupons per solution per parsod � rr• — f -1- ;��i! '+Yx�r w,frr'r.'Y� -t i'..i.. 4 � Y b`'ytaei ��u:Yx•: � RSt-i� WOO � Z- a -'� tii5':7 .S.• ,i: ,1.['. i I :< r ...... .ter '. .038 'Jsuifur!CAcid, 2Gr� -o.0a7 ti n13 ni s 0 i I•,,Odium Nydrt7xiOef 5 4o -Q.G23 + I� of s 0.02 ,Ammonium Nydraxide, 5 -O.G1$ 1 nIs , -0.0 i 4 nls nls ` -0.003 !: All SolutiOnS Ill Nitric Acid, T% �-- -0.007 nis n19 i O.009 i and P-Oricds �;F9rriC Chl4rid'�?, T� -----^--,�, Soap, 0.T% -0.007 ', rtls tt/9 4.447 j f T f 5' max i -..._—,. .. I I -0,007 4 r.I3 MIS , 0.006 Defer;enr, 0. r% I -0.006 nis ,IS coosJ 'iBCD, z7OOpWm �. -0.046 i 'I a16�Chf T r►6 -0,006 i ^GIs j ni s I n�S; no sarlple Lat NO.-. 95-51:4-14 Page 3 ;eoi al pm5istancp A g LinerSstm. Pro,iccl TJL.�C. 'A;'.i' Liner Sy3tesr, project Na: S^CC 1 OE-4 Hugr, Lee ! vl'la�ty AI-i-Lirar / Ar^eri-,ar ripe P!as,'Lca .rcr: Dave Uac5!av L'rte Aa:�ivrd• 8-3C-84 .7 i^4; 'llill�7 Y d 3 par sclutiC.^. `Cr 1 "G .n"s ! - - - ��.; -•� .; ,��. .Nr;: €Y���,:a"1.�:P ::r..._=:: z.�:� - �' ....,��c'r'r�r�r.',.�:1 ::=:�;.';:;r I I':" _ _ r[� _ --s _ �r. .'r'.'�>��� s ii• L t 1 i�fw�����IY>r:S fal+ '�. .I I.: ti 1 \�4 a. �y 1 .•.i r �. �w� Ir !� �' C�rG'a� r yCrpx;C8 :wa ;2?` f ��I tr1•Ci ,'f C:L+. i,^yy r '�+•`. �• :f C,C r'IJi •,.�ft� i p; f 46 i, y• rt r ;I 11ritla! T,�r511A ��rwrc: ems; j a';S �,CCC �,�s,.,w L;sy8 _ _ Pa;,e Test of AIMI Liner jy em Tit1n: 'Air ' L:r:er System P:c jest 1Ya: B0001 C'&1 FnSmr. Hugh Lse ! 1/'•ra1jor $hlc�l ><i�^ufirwrer. AM-Liner 1 American Pip-a & PWUCs 5curcr: Dave GacVey Da:e Receivad: 8 ui3r*»ter (]ait;r:''J',ad and i^,efcrmaO PYv iiYs, Caif v125* 12' V. •r— --~� •f.:r.. :'4,..Jr_ .rfi:l.•:. + y*�7' :I : }:.�. _.::,",a j.4f��!Il k;f},/.�--`ii:��.i r. •yi�� fF ' �.u�lv - - ----�f+.^�.. 1 r.Fs� 7...:VL.:� �.Z:raws.: .'..j.it :5•�:�:.+ �:is,..-Ar - _ � :�-�.i •�j•�y: •'R'Tf;J:;:•...:-- h' y+ .J..;a ''A,,I..::,it � � `F, - 1-�•� ` F� + {`� .•h..lr,. .vi�• ..�. =1'_ `es1 -• S n •`FifJI a]'. II SDF t 32. Rf:y 3Z 5 I AvSrage GutSide Cie M5tsr, 'r � 7.97y ;:-Minimw,-7 Wall 1h1Ck,00SSr it I C;,36 {C.2 D �lli 1; .• •:k'�L ;Stiffness at 3� DaNec;icn psi : 94 .o rr, :. Il f r• �I`ASTW 02412 jj f P:-pa Faranirgat JG ?b DC Pals i` do �rac�ciny 4 M Ifnpacr Reaistar,ca re210 -!� Pass �1c acki^; ;ASTW C-2444 4 i U5iCr CLIt:y Pan '{v P;aXS"y •�xtr �+ ill AS7M n2l12 Ma.-ir um PerCer.t Ash 1�r7J ;8-6IC for jlt►5 tvOte ASn Ccntent 79St rrovi�eS a +nears m, verify 'ne Cc-t`3is:snCY 4f M11 mareriai, it 008S r•C: in any way of the ;; al—trig .rh american pipe & plastIcs P.O. Box 577, Binghamton, New York 13902 Phone 607 775-4340 Ine. Web Site www.arnpipe.com Fax 607 775-2707 April I, 2002 Mr.Nick DiBenedetto Sancon 5881 Engineer Drive Huntington Beach, CA 92649 Deal'Mr. DiBenedetto: This is to confirm that American Pipe&Plastics, Inc. has the ability and all the necessary resources to supply the required lengths of AM-LINERn PVC liner pipe within the construction time frame of the project known as Old Town Sewer Lining Project, Phase III in the City of Huntington Beach, California. Should there be any questions regarding the above, please feel free to call the undersigned. Sincerely, A. CA'J &PLASTICS, L'�lC. obbi Zurn J resident sent by fam ENGINEERING H, INC. April 1, 2002 City- of Huntington Beach 2000 Main Street Huntington Beach, CA 92648 RE: Old Town Sewer Lining Project, Phase III, CC No. 1180 To: Whorn It May Concern This letter is to confirm that Sancon Engineering II, Inc. has the financial means to purchase the required materials for the above referenced project and has all necessary manpower and equipment available to complete this project within the scheduled Construction time frame. Please feel free to call with any questions regarding any of the above information. Sincerely, Sa con E ineering II, In . Bob Hollingsw rth 5841 ENGINEER DRIVE HUNTINGTON BEACH, CA 92649 (714) 891-2323 (800) 726-2664 r AM-LINER" PIPE THICKNESS CALCULATIONS FOR OLD TOWN SEWER LINING PROJECT, PHASE III, CC NO. 1180 CITY OF HUNTINGTON BEACH Thickness Calculations for 8-Inch AM-Liner" PVC Pipe Liner AM-Loner" Dimensions Liner Diameter (in.) 8 in Liner Thickness (in.) 0.246 in Liner SDR 32.5 AM-Liner" Physical Properties Initial Tensile Stress (psi) 3600 psi Initial Flexural Strength psi 4100 si Initial Flexural Modulus of Elasticity psi 155,000,psi Long-Term Modulus of Elasticity (psi) 77,500 psi Existing Host Pipe Characteristics Existing, pipe fully deteriorated Ovalit %) 2 % Soil Characteristics Type of Soil clay w = Soil density (pcf) 120 pcf Es = Soil modulus (psi) 1000 psi Safety Factor (N) 2.0 i i H = Max soil height over pie ft 20 ft Hw = Assumed height of water above pipe ft 15 ft of rArtells V,. !� E-4F Sancon Engineering II, Inc. Nick DiBenedetto, P.E. AM-LINER" PIPE THICKNESS CALCULATIONS FOR OLD TOWN SEWER LINING PROJECT, PHASE III, CC NO. 1180 CITY OF HUNTINGTON BEACH Thickness Calculations for 8-Inch AM-Linerll PVC Pipe' Liner: 1, Determine the loading on the pine using the modified Marston Formula and the Boussinesg_Formula Base Equation: Total Load (Wtot) = We + WI where: Dead LQad (WO = Cd * w * Bc * Bd Marston Formula Cd = loading coefficient Cd = 1 - eA(-2 * ku' * H/Bd) 2 * ku' I e = 2.718 H = Height of soil above pipe H = 20 ft ku' = .130 I I ku' = 0.13 w = soil density (psf) w =, 120 pcf Bc = diameter of pipe (in) Bc =i 8 in Bd = trench width (ft) Bd = 2.67 ft Cd = 3.30 Dead Load (Wc) We = 703.75 ,Ibsl ft, Live Loads (H20 Highway) Live load (WI) = Cl * P * (1 +1f) Cl = Live load coeficient (/ ft) CI = 0.0032 P = wheel load (lb) P = 16000 Ib If = impact factor If = 0.00 Impact factor = .766 - .133 * H WI = 51 .2 Ibs/ ft. ( 0 <=If<=.5) I Therefore: Total Load (Wtot = We + WI) Wtot = n,c y EIP 3l311�� {T �Q l C �a Sancon Engineering II, Inc. Nick bTfftnedetto, P.E. AM-LINERII PIPE THICKNESS CALCULATIONS FOR OLD TOWN SEWER LINING PROJECT, PHASE III, CC NO. 1180 CITY OF HUNTINGTON BEACH Thickness.,Galculations for 8-Inch-AM-Linerll PVC Pipe Liner 2.-Determine External Pressure on Pipe Base equation: a (psi) = Yw * Hw + (Rw * Wc /D + MD Where: We = vertical soil load = Ys * H * D 1 144 Modified equation a si = Yw * Hw * 12in.lft. + Rw * Ys * H 1144 + WI 1 D * 12in.lft. where: Yw = Specific weight of water (lb/in ^3 Yw = .0361 lb/in^3 Hw = Height of water above pipe ft. Hw = 15.00 ft Rw = Water Buoyancy Factor = 1-.33 Hw/H Rw = 0.75 Ys = Soil Densit Iblft^3 YS =; 120 pef H = Height of soil above pipe ft H = 20 ft WI = Live load (lb/ft) WI = 51.2 lb/ft D = Pipe Diameter in. D = 8 in Therefore: External Pressure on the pipe a a = 19.57 Psi paF*'ssro►vAI Q Eatiuc w Ey 4k,�ggq� Ci y t�1os " L SANCON ENGINEERING II, INC. in efto, P.E. AM-LINERII PIPE THICKNESS CALCULATIONS FOR OLD TOWN SEWER LINING PROJECT, PHASE III, CC NO. 1180 CITY OF HUNTINGTON BEACH Thickness Calculations for 8-Inch AM-Linerll PVC Pipe Liner 3. Thickness Required for Buckling Pressure Base Equation a + C/N * 32*RW*B'*Es*EI/D"3 ".5 i Modify the Base Equation by adding the fQllowing substitutionn El = Pipe Wall Stiffness Factor = El * t"3 /12 Modified EauaMo_ t = 0.721 * D * N * a1C "21EI * Rw * B' * Es ".333 where: I = Moment of Inertia (in"4/in = t"3/12 t = minimum liner thickness in D = Pi pediameter in ; D =1 8 in N = Safety Factor N =1 2 a = external presure on pipe (psi) a = 19.21 psi Ovalit of Pie % 2 % C = Ovality Factor = 1 - % ovalit 1100 1 1 + % ovalit /100 "3 C = 0.84 El = Long term modulus of elastict (psi) El = 77,500 psi Rw = Water Buo ance factor Rw = 0.96 B' = coefficient of elastic support = 11 1 + 4* e" -0.065 * H)) B' = 0.48 Es = Modulus of soil reaction (psi) Es = 1,000 psi H = Height of Soil above pipe ft H = 20 ft Minimum thickness required for 8" AM-LINER' is_ t = 0.225 in. Minimum specified thickness for 8" AM-LINERII is t = 0.225 in. Therefore: Use Standard SDR 32.5 AM-LINER" with thickness of t = 0.246 in. o°E cxl y ISM o s tjP. Sill" t a a. Sancon Engineering II, Inc. Nic edetto, P.E. AM-LINER PIPE THICKNESS CALCULATIONS FOR OLD TOWN SEWER LINING PROJECT, PHASE III, CC NO. 1180 CITY OF HUNTINGTON BEACH Thickness Calculations for-10-Inch AM-Liner"'PVC Pipe Liner AM-Liner" Dime1lsions Liner Diameter (in.) 10 in Liner Thickness (in.) 0.308 in Liner SDR 32.5 AM-Liner" Physical-Pr-opgifbes Initial Tensile Stress psi 3600 psi Initial Flexural Strength psi 4100 psi Initial Flexural Modulus of Elasticity psi 155,000 psi Long-Term Modulus of Elasticity (psi) 77,500 psi Existing Host-Pipe Characteristics Existing pipe fully deteriorated Ovality (% I. 2 % f Soil Characteristics Type of Soil cla w = Soil density (pcf) 120 pcf Es = Soil modulus (psi) 1000 psi Safety Factor (N) 2.0 H = Max soil height over pipe ft 15 ft Hw = Assumed height of water above pipe ft 7 ft stitsSIO Iq ?, �Q E F Sancon Engineering II, Inc. Nick DiBenedetto, P.E. AM-LINER" PIPE THICKNESS CALCULATIONS FOR OLD TOWN SEWER LINING PROJECT, PHASE III, CC NO. 1180 CITY OF HUNTINGTON BEACH Thickness Caiculations for 10-Inch AM-Linerll--PV.C�Pipe Liner: 1. Determine the loading gd-the pipe using - on E.6rip6laiand-the' Boussinesa.Formula Base Equation: Total Load (Wtot) = We + WI where: D- ad__Load (Wc) = Cd * w Bc * Bd Marston Formula) Cd = loading coeficient Cd = 1 - eA(-2 * ku' * HIBd) 2 * ku' e = 2.718 H = Height of soil above pipe H = 15 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 = 2.87 Dead Load (Wc) We = 814.58 Ibs1 L Live Load$ (H20 Highway) Live load (WI) = Cl * P * (1 +1f) ! Cl = Live load coeficient {I ft) Cl = 0.002 P = wheel load (lb) P = 16000 lb If= impact factor i If = 0.00 Impact factor = .766 - .133 * H WI = 32 1bsl ft. ( 0 <=if<=.5) 1 Therefore: Total Load (Wtot = We +WI) Wtot = Z e_~nv Z6113 oa .9. aG Sancon Engineering II, Inc. Ni edetto, P.E. AM-LINERII PIPE THICKNESS CALCULATIONS FOR OLD TOWN SEWER LINING PROJECT, PHASE III, CC NO. 1180 CITY OF HUNTINGTON BEACH Thickness Calculations°for 10-Inch AM-Linerll PVC Pipe:Liner . 2. Determine_Externa"Pressure on Pipe Base eauation: a (psi) = Yw * Hw + (Rw * Wc /D + MD Where: We = vertical soil load = Ys * H * D 1 144 Modified equation a si = Yw * Hw * 12in.lft. + Rw * Ys * H 1144 + W1 / (D * 12in.lft. where: Yw = Specific weight of water (lb/in "3 Yw = .0361 ,IblinA3 Hw = Height of water above pipe ft. Hw = 7.00 ift Rw = Water Buoyancy Factor = 1-.33 Hw/H ! Rw = 0.85 Ys = Soil Density Iblft^3 Ys = 120 i pcf H = Height of soil above pipe ft H = 15 ift WI = Live load Iblft WI = 32 Iblft D = Pipe Diameter in. D = 10 iin Therefore: External Pressure on the pipe a a = 13.87!pm- x dy SANCON ENGINEERING II, INC. �iiG ��� , P.E. : AM-LINER" PIPE THICKNESS CALCULATIONS FOR OLD TOWN SEWER LINING PROJECT, PHASE III, CC NO. 1180 CITY OF HUNTINGTON BEACH Thickness Calculations for 1.0-Inch AM-Linerll PVC.Pipe Liner. 3. Thickness Required for..Bucklina Pressure Base-Equation a + C/N * 32*Rw*B'*Es*EIIDA3 ^.5 Modify the Base Equation-by-adding the followong substitution: El = Pipe Wall Stiffness Factor = El * t^3112 Modified Equation: t = 0.721 * D * N * a1C ^21E1 * Rw * B' * Es ^.333 where: = Moment of Inertia (in^41in = t^3112 t = minimum liner thickness in D = Pipe diameter in D = 10 lin N = Safety Factor N =1 2 a = external presure on pipe (psi) a = 13.87 psi Ovality of Pie % 2 1% C = Ovality Factor = 1 - % ovalit 1100 / 1 + % ovalit 1100 ^3 C = 0.84 El = Long term modulus of elastict (psi) El = 77,500 psi Rw = Water Buo ance factor Rw = 0.96 B' = coefficient of elastic support = 11 1 + 4* e^ -0.065 * H B' = 0.40 Es = Modulus of soil reaction (psi) Es = 1,000 psi H = Hei ht of Soil above piee ft H = 15 ft Minimum thickness required for 10" AM-LINER° is t = 0.241 in. Minimum specified thickness for 10" AM-LINER' is t = 0.225 in. Therefore: Use Standard SDR 32.5 AM-LINER" with thickness of t = O'M in. oQ�ZERCx1p� E2 26173 � D � r 31311f16 � a� Sancon Engineering ll, Inc. Nick ri& �t ,� Apr-22-2002 12:40pn From-M INSURANCE 6162256205 T-533 P-002/003 F-049 ��+��+�„ VVI♦ 11r1VM1 G yr L1mcomL11 3 I 11MO MM t+C 04/22/xOfl2 Fa =apt (810 318-0999 FAX CR 8)316-0990 TMS FICA A MATTER OF INFORMATION Scanlon-Guerra-7acobsesn Insurance Brokers ONLY ND CONFERS No TO UPON THE CERTIFICATE License# 0782268 _ ti A� COUE FICA Do oR ED D BY E POI NOT AMEND, BELOW. P.O. Box 749 � ����3�b— c.qO Woodland Kills, CA 91355-0749 B rvN.e�s� -INSURER AFFORDING COVERAGE. MUM SaRCOn neer ngInc C �1ac� r4MFek Evanston In urance Conpany Swett 5841 Engineer Drive L��►1 MURERe •1'ran rta# an Insurance Co. (CNA) - Huntington Beach, G 92649 11 rl/1E INSURIMc State Conga sat ion Ins. Fund SP 600-b0WG �4�Q ' tl+L9URETZ 6� COVERAGES " THE POLICIM OF INSURANCE L§rM BELOW HANG BEEN L4�D TO THE I&WRED NAMED FOR THE POLI PERIOD NWATED.NOTW11 HSTANDM MIT RE�REMI:NT,TEAM OR CONDITION OF ANY CONTRACT OR OTHER DOCLIIAI:NT WITHTTO CT TO WiICH S CERTIFICATE MAY 88 9MIED OR IN,MAY PEWA THE INSURANCE AFFORDED BY THE POLICIES DBSCRmaeD HEREIN IS$uBJECL THE TBRAZI, MCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGRECATE L64TS SHOWN WAY HAVE BEEN REDUCED BY PAID CLAMAS. I TYPQ OF 94SYRANCE POLICY NUMBER ICY I Lam 4692RALUNMUrr t 10/01/ 1 10/01 2002 E 04=CURRsNCE s 1 000 X caMMIERCIAL as Al LwelLrn OIMG00442 MRE DAMAGE on M) s 30 000 CLAIMS MADE rx-1 OCCUR .. MED EXP UM PwNw) 5,0001 A PERSONAL A AM ALkW s 1 000 r,&r�RUAGORl=1iA'iE s 2 000 GHiIL AaaREwwr uMIT APPLI®PER PRODUCT$•COmMP ADD i 1 000 POLICY ' LOC AVTOMOBILB LIABILITY 10/0 1 10/01/2002 X ANY AUTO �fi''°CIS 1 000 00 ALL OWED AVTOa SLY"Mv - B SCHEDULED AUTOS 102914473 (par p mm) , NIAfiDA+IT09 ; ?5'R ��:oVED �� TO ity Lti;O e K� s MN40WNMAUMS ��1� $lj i'I'l?�� r' n t: Kt porn q/-z 2_70t4 OAWlOE LuelLlrr , ` ,: `-+� AUTO ONLY-EA A=mErT c ANY ALfT1'� };,lriSL' arreR THAN FA A= a AUTO ONLY. AGO EXCESS LIABILITY 10/01/:0 1 10/01 2' 6ACN oetuRAeHCE s 4,000,000 X OCCuR ❑Ci.AIMS UADE A00REUTE s 4,000100 A CUrN32389 01 s DEIX=0LE s RMNTION s s womwm corweNSATIoH AND 150204101 10/01/I0 1 20/01/2002 T td s sR BMPLOVesw NA1wJTY C ILL_EACM ACCIDFM s 1,000.000 E.L.06SAS6•EA EMPL s 1 000 00 i 6.L:D18IIA88•P'OUCY uMrT c 1,000,000 onPERactor's Collation 1PKGO0442 10/01/2 1 10 1/2002: Claims a Form A Mility ua s No4� 'Limit of Liability:- $1,000,000 �0� �5xr' ri n nC9 Pro egWeCC114s79eM+>mT,ao�r.L sloNs ity of Huntington Beach,. its officer, agents and employees are additions insured .as per atrached ndorsement. his'Certificate replaces and supercedes prior-certificate)dated 2/3/02. - - - - 10 days notice of cancellation for non-payment of premium, CERTIFICATE HOLDER X I AoOI Kwl INaunm wsumm Lutm A CANCELLATION SHMLD YOPTHE ABOVE De BED130=Ga00CANCELLWBEFORETHE - BIIPiR#TI N DAT9THIMEOF,THB I VINO COMPANY WILL LINIMAX MAIL City of Huntington Beach Ya wpITTKN NOTICE T TH8 CERTIFICATE MaLDER NAME u TO THS LEFT, Attn: Chris i xK1I00 0( P.O. Box 190 ID0000000X Huntington Beach, CA 92648 AWTHORIM PRENWATNE Plary He 1fiec� A FAX: C710374-1597 ClACORDCO.M7RATION1938 : Apr-22-2002 12:40om From-SGJ INSURANCE 8182256205 T-533 P-003/003 F-049 City of Huntington Beach Certificate issued to City of Huntington Beach I D4/22/2002 Scanlon-Guerr -]acobsen Insurance Brokers 02/05/2002 NAMED INSURED: Sancon Engineering II Inc � k THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFUL . ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS (FORM i3) This endorsement modifies insurance provided under the follow ng: COMMERCIAL GENERAL LIABILITY COVERAGE PART. i Nance of Person or Organization: SCHEDULE City of Huntington Beach, its officer, agents and employees a e additional nsured as'per attarried endorsement. Re: 2000/2001 CCBG Sewer Lining Project (CC1141) (If no entry appears above, the information required to compl to this endor ement will be shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section II) is amended to include as an in ured the pers n or organization shown in the Schedule, but only with respect to liability arising out f "your work" for that insured or for YOU. gppg0 l�S TO FOP31" e9 O�1Y,,R[IiTd?T, Gity 1 D©4Ut j it Attu I CC 20 10 11 85 Copyright, Insurance Services o fice, Inc. 1 84 I.E.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 95563,SAN DIEGO,CA 92186-5563(619)350-2400 FAX(619)350-2707 Bond Number: 184 75 14 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That Sancon Engineering II,Inc.,as Principal, hereinafter called Contractor, and Insurance Company of the West, as Surety, hereinafter called Surety,are held and firmly bound unto City of Huntington Beach, CA, as Obligee, hereinafter called Owner, in the amount of three hundred sixty-nine thousand,five hundred thirty-eight and 30/100 Dollars($ 369,538.30),for the payment whereof Contractor and Surety bind themselves,their heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these presents. WHEREAS, Contractor has by written agreement dated entered into a contract with Owner for Old Town Sewer Lining Project,Phase 111, Cash Contract#CC-1180 in accordance with drawings and specifications prepared by 1997 edition of Standard Specifications for Public Works(or the Architect employed by the State)which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. NOW,THEREFORE,THE CONDITION OF THIS OBLIGATION is such that, if Contractor shall promptly and faithfully perform said Contract,then this obligation shall be null and void; otherwise it shall remain in full force and effect. The Surety hereby waives notice of any alteration or extension of time made by the Owner. Whenever Contractor shall be,and declared by Owner to be in default under the Contract,the Owner having performed Owner's obligations thereunder,the Surety may promptly remedy the default,or shall promptly (1) Complete the Contract in accordance with its terms and conditions, or (2) Obtain a bid or bids for completing the Contract in accordance with its terms and conditions,and upon determination try Surety of the lowest responsible bidder,or, if the Owner elects,upon determination by the Owner and Surety jointly of the lowest responsible bidder,-arrange for a contract between such bidder and O%vner, and make available as Work progresses(even though there should be a default or a succession of defaults under the contract or contracts of completion arranged under this paragraph) sufficient funds to pay the cost of completion less the balance of the contract price;but not exceeding,including other costs and damages for which the Surety,may be liable hereunder,the amount set forth in the first paragraph hereof. The term"balance of the contract price,"as used in this paragraph, shall mean the total amount payable by Owner to Contractor under the Contract and any amendments thereto, less the amount properly paid by Owner to Contractor. Any suit under this bond must be instituted before the expiration of two(2)years from the date on which final payment under the Contract falls due. No right of action shall accrue on this bond to or for the use of any person or corporation other than the Owner named herein or the heirs,executors,administrators or successors of Owner. Signed and scaled this 19th day of April A.D. 2002. Sancon Engineering 11, Inc. (Seal) TNESS) By G 7T3'p'Y (Title) INSURANCE COMPAV THE WEST (WITNESS) By: Michael)(.I.ApAn Attorn -1n-Fact ANGa�Jf1� /nf�. �2G rA A�W771V;��I-P1Y OAqf.W ". ::'-�: ; r, _ << C17Y gWjW6.1,XW Orr- 1 ' 0,,17'r 01-a4ick 2 Ahl,n 'Tl/147Z7AI '40 / - :�• ;fir- n QN C 11 c Li kk s oNct ' ok-az-oz OLD TOWN SEWER LINING PROJECT PHASE III CC-1180 BID DATE: APRIL 2, 2002 at 2:00 PM Engineer's Estimate: $342,338.00 BID LIST BIDDER'S NAJVIE RANK TOTAL BID-"0 UNT, 1. COLICH CONSTRUCTION-WESCO $ 2. J. &C. UNDERGROUND $ 3. INSITUFORM TECHNOLOGIES, INC. O $ 2.4 0 00 4. KANA PIPELINE,INC. $ 5. SANCON ENGINEERING 1 $ 34 7 t Q 27. k 5 d. Z. Z.LINER,INC. O $ 3� �3 2 . r 7. �5 317 CZ_ od 8. 9. $ 10. $ 11. $ 12. $ 13. $ 14. $ 15. $ BidUst CI ry OF H U N LNIG T Gi N BEACH. EA IGUZ APR -2 P 1: 5 0. 1.0 -Z d z- bdv Z091 VD 'HDV3S N.019NUNnH jo AIQ 7i, PROOF OF PUBLICATION STATE OF CALIFORNIA) .- ) SS. County of Orange ) 4 `NOTICE:INVITING talrned starting March.7, I am a Citizen of the Unified States and a ' ' SEALED.BIDS i2002 at City Hall, De•. far_CC-11$4 rpartmenJ, -of•.,Public resident of the County aforesaid; ! am x-. yj Worke`upowrgce� t'gf.a , ! Notice a hareti Ivan. non-refundable` fee-_'ol then sesled,'bids.wt I be I'325.00,:'sales,aez--in- over the age of eighteen ,years and not a 'received,f Bea6 fi t'the jf cluded,-if p' or ! Huntingtan Beach at'the pi�keif . party t0 Or interested In the �]eIOW office of the sty Clark at .S35:00 if-mailea city Hall, 2000"'•Main Bach hid "shall b l Street, Huntington made 'on the Proposal entitled matter, 1 am a principal cleric of Beach, CA 92648, until.I Form" provided in'and fhe hour of 2:OQ_PM.on'IcOntraot dotuments, and the HUNTINCTON BEACH INDEPENDENT a April 2,.2002 ,,at'' ' ich shall be accompanied,by r time blds-will be`opaned i a certlfled`or''cashier's newspaper of general circulation, printed clieak.or_e'bid bond for publicly .arid,,read;and not'less,tfien 10°6 of the and published in the City of Huntington album b In the 1Council. eriiourirof the bid,made Chambers'for..the Q Oldg f payable'.-to'the'City•"of, Town' Sewer— Llnln Huritingt& Beach.-This t Beach ' County of Orange State of Project-.Phase 11I�ln the j 1la a Davis-Bacon project ! City . - Huntington ant? Federal Regulations, California, and that attached Notice is a Beach:. jyrlll be' enforced. Any This.prolact'Is fader- i ally funded-,by.aha.C_ contract=k entered+ into: true and complete copy as was printed muni, Deveto.mant Pursuant to this notice' y P, will '"incorporate" the and published in the Huntington Beach and8lo it,,Grantq„pragrafn provisions of the Federal' antl elhregwsdes-bf•Title Labor Standards=•which 24 of'the Coda--of:_Ped- are on filwid the-Office of and Fountain Ualiey Issues of said oral Regulations apply .the• Director of Public'. including Section 3, Part Works, =2000"•`Main. newspaper to wit the issue(s) of: 125-(Direcltng,-economic Street," °`Huntington .,opportunities to.low- and Beach;:CK 92648:- very,-low-. Income per- No:-bid-shell be'con-, sons.) sideredtinload it is made; ,-A set.of plans, specifl= on'a.forrn.furnlsfied by March 7, 2002 cations,- -and contract documents.may be.ob- the City,°o �. f Huntington y Beach,-Department. oil March 14, 2002 Public Worker- and is: made' in"f`accordancoi March 21, 2002 with the IpropDsal';raqulrern" 1 Each'bidder-musty be i1 I licensed._and also pro•! I qualified-as required.by !law. Thity'Council'of-thei declare, under penalty of perjury, that Citye `Cbf Huntington the foregoing is true and correct. Beach reserves the Kg ,to reJect'any or all bids. I By-order of the:City lCouncil=-of the-City-of Huritingtoni. Beech- re- serves the right Ito reject Executed On March 21 2002 lanyy or-a ll bids. " I`t3y order"of the City at Costa Mesa, California. 1Hunll dton'fBea Beach of Huntlrigton�:Beach+'�Cali- Ifornia the-19th oflFebru- Connie Brockwayyfl j City Clerk,of the-City of +Huntington-Beach -Published.'Huntington Beach "Independent Marcht ''7, 14', - 21, 2002 + ' 031.858 Signature RCA ROUTING SHEET INITIATING DEPARTMENT: PUBLIC WORKS SUBJECT: Accept Bid for the Old Town Sewer Lining Project, Phase III; CC-1180 COUNCIL MEETING DATE: May 6, 2002 RCA ATTACHMENTS . ." ... ...STATUS Ordinance (w/exhibits & legislative draft if applicable Not Applicable Resolution (w/exhibits & legislative draft if applicable) Not Applicable Tract Map, Location Map and/or other Exhibits Attached Contract/Agreement (wlexhibits if applicable) (Signed in full by the City Attome Not Applicable Subleases, Third Party Agreements, etc. (Approved as to form by City Attome Not Applicable Certificates of Insurance (Approved by the City Attome Not Applicable Financial Impact Statement Unbudget, over$5,000) Not Applicable Bonds (If applicable) - Not Applicable Staff Report If applicable) Not Applicable Commission, Board or Committee Report (If applicable) Not Applicable Findings/Conditions for Approval and/or Denial Not Applicable EXPLANATION FOR MISSING ATTACHMENTS °REVIEWED RETURNED:: :. FORWARDED Administrative Staff Assistant City Administrator Initial City Administrator (Initial) City Clerk XPLANATION. FOR RETURN OF.ITEM: Space . • RCA Author: Krieger REQUEST FOR ACTION MEETING DATE: May 6, 2002 DEPARTMENT ID NUMBER:PW 02-036 on _ o ` Reject all bids and direct staff to re-advertise or abandon the project. If the Old Town Sewer Project were abandoned, it would require the reprogramming of funds from the Community Block Development Grant (CDBG) program already awarded to the project. Analysis: Staff completed the reference check for Sancon Engineering 11, Inc. and received favorable results from past clients. Additionally, Sancon Engineering II, Inc. has performed similar jobs successfully for the City. On February 19, 2002, the City Council authorized the advertisement for bids, which were received on April 2, 2002. Staff has reviewed the bids and they are. summarized below in order of increasing bid amounts: Bidding Contractor Bid Amount 1. Sancon Engineering II, Inc. $347,827.45 2. Z.Z. Liner, Inc. $393,632.00 3. Insituform Technologies, Inc. $424,899.00 4. Colich Construction - Wesco $453,762.Ob, Staff recommends that the Council accept the bid from Sancon Engineering II, Inc, the lowest responsive and responsible bidder. Environmental Status: This project is categorically exempt pursuant to Class B, Section 15301 of CEQA. Attachment(s)• City Clerk's Page Number No. Description 1. Location Map 2. Sample Federally Funded CDBG Construction Contract RCA Author: Krieger:jm 02-036 May 6 Krieger(Accept 1160).DOC 4126/2002 10:05 AM I {` 03_ol-oL ap_Jy_v� NOTICE INVITING SEALED BIDS for CC-1180 Notice is hereby given that sealed bids will be received by the City of Huntington Beach at the office of the City Clerk at City Hall, 2000 Main Street, Huntington Beach, CA 92648, until the hour of 2:00 PM on April 2, 2002, at which time bids will be opened publicly and read aloud in the Council Chambers for the Old Town Sewer Lining Project - Phase III in the City of Huntington Beach. This project is federally funded by the Community Development Block Grant program and all requisites of Title 24 of the Code of Federal Regulations apply including Section 3, Part 125 (Directing economic opportunities to low- and very low- income persons.) A set of plans, specifications, and contract documents may be obtained starting March 7, 2002 at City Hall, Department of Public Works upon receipt of a non-refundable fee of$25.00, sales tax included, if picked up or$35.00 if mailed. Each bid shall be made on the Proposal Form provided in the contract documents, and shall be accompanied by a certified or cashier's check or a bid bond for not less than 10% of the amount of the bid, made payable to the City of Huntington Beach. This is a Davis- Bacon project and Federal Regulations will be enforced. Any contract entered into pursuant to this notice will incorporate the provisions of the Federal Labor Standards, which are on file at the Office of the Director of Public Works, 2000 Main Street, Huntington Beach, CA 92648. No bid shall be considered unless it is made on a form furnished by the City of Huntington Beach, Department of Public Works, and is made in accordance with the provisions of the proposal requirements. Each bidder must be licensed and also pre-qualified as required by law. The City Council of the City of Huntington Beach reserves the right to reject any or all bids. By order of the City Council of the City of Huntington Beach, California the 19th of February 2002. _Connie Brockway City Clerk of the City of Huntington Beach 2000 Main Street. (714) 536-5431 1801NVIT.DOC J �4 J [ CITY OF HUNTINGTON BEACH 2000 Main Street P . O . Box 190 Huntington Beach , CA 92648 LETTER OF TRANSMITTAL Fax (71ik 3t4-1573 Attention: Connie Brockway Rate: PgrumIL2002 To: City Clerk's Office ProjectIC.C.No.: ' C. ,N_ i 0 y 2000 Main Street Regarding: Old Town Sewar Luting Proiect c� Huntin toconn Beach, CA 92648 Phase of ❑ We are sending you: ❑ By Mall ❑ By Fax Mail(Number of pages including this sheet:) ® We are hand delivering: ❑ Attached ❑ Under a separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change Order ® Other: Notice Inviting Sealed bids Item# Copies . Pages Description 1 1 1 Notice Inviting Sealed Bids 2 3 4 5 These are transmitted as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ® For your use ❑ Approved as noted ❑ Submlt copies for distribution ® For your action ❑ Returned for corrections ❑ Return corrected prints ❑ For reviewicomment ❑ Other: Remarks: On February 19, 2002, the City Council authorized the advertisement of the Old Town Sewer Lining Project, Phase III, CC1180. Please find attached the Notice Inviting Sealed Bids for this project. Please have this advertised for 317, 3:'14, and 3i21 with a bid opening on 412. Please contact me at extension 8444 with any questions yo ve. 7:: c: By: I Paul L.Whitely,Enginee ' nician GACONMUCrloN Cq,TRAcm(CCs)\CCI I 80\TRANsToCLERK I I80.00c CITY OF HUNTINGTON BEACH •rt7la - S• � MEETING DATE: February 19, 2002 DEPARTMENT ID N BER:PW 02-018 Council/Agency Meeting Held: 07--- Deferred/Continued to: AApproved ❑ Condition Ily%Approved ❑ Denie y e s Signature Council Meeting Date: February 19, 2002 Department ID Number: PW 02-018 ti CITY OF HUNTINGTON BEACH REQUEST FOR ACTION 0o CD`<�� ca SUBMITTED TO: HONORABLE MAYOR AND CITY COUNCIL MEMBERS SUBMITTED BY: RAY SILVER, City Administrator a,0 ^Q n PREPARED BY: ROBERT F. BEARDSLEY, Director of Public Works DAVID C. BIGGS, Director of Economic Development SUBJECT: Authorize Advertisement for the Old Town Sewer Lining Project, Phase III; CC-1180 Statement of Issue, Funding Source,Recommended Action,Alternative Action(s),Analysis,Environmental Status,Attachment(s) Statement of Issue: Public Works staff has prepared Contract Documents and Specifications for the third and final phase of the Old Town Sewer Lining Project; CC-1180. Funding Source: Funds in the amount of $347,000 are budgeted in Community Development Block Grant (CDBG) FY 01102 Account No. 86489008. 82600. Recommended Action: Motion to: Approve the project plans and specifications and authorize the Director of Public Works to request bids for the third phase of the Old Town Sewer Lining Project; CC-1180. Alternative Action(s): Deny approval of the third phase of the Old Town Sewer Project. This would require the reprogramming of funds from the Community Development Block Grant (CDBG) program already awarded to the Project. 02-018 Feb 19 Krieger(Advertise 1180) ,f 217102 11:55 AM l REQUEST FOR ACTION MEETING DATE: February 19, 2002 DEPARTMENT ID NUMBER: PW 02-018 Analysis: As funds become available, the sewer lining projects within the Old Town Enhancement area are being completed. This is the third and final phase of the lining program within this enhancement area. Staff has reviewed the available videotapes and concluded that in-place sliplining, which will minimize the construction impacts on the existing residential neighborhoods, can successfully rehabilitate the sewer lines. This improvement project was reviewed and recommended as a project by staff and the Citizen's Participation Advisory Board (CPAB) to the City Council at its August 13, 2001 meeting. When the City Council approved its Consolidated Plan for the CDBG and HOME programs, the One-Year Action Plan for the 2001-2002-grant year was approved at the same time. Contract Documents and Specifications for this project are complete, and the Public Works and Economic Development Departments now request permission to advertise for bids. Public Works Commission Review: On January 16, 2002, the Public Works Commission, by a vote of 5-0-2 (Mason and Gartland absent) approved the staff recommendation to request that City Council authorize the Director of Public Works to request bids for the third phase of the Old Town Sewer Lining Project; CC-1180. Environmental Status: This project is categorically exempt pursuant to Class B, Section 15301 of CEQA. Attachments : City Clerk's Page Narnber No. Description 1. Location Map RCA Author: Krieger:jm 02-018 Feb 19 Krieger(Advertise 1180).DOC -3- 02106/02 4:51 PM ATTACHMENT 1 YE EDIbI�IIt44 j AWL [��y O AYE.l W- 405 A T QtT AVE r NOT In SCALE PACIFIC AVE AYE AVEmlv AY AYE \ AVE. A AVE AYE OCEAN ADAMS � 0 0 J Q MEMPHIS z o E- 3 z ou 00 OL 0 Ell Lu N n INDIANAPOLI5nn �� NOT TO SCALE CC - 1 186 LOCATION MAP CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBLIC WORKS RCA ROUTING SHEET INITIATING DEPARTMENT: PUBLIC WORKS ENGINEERING SUBJECT: Authorize Advertisement for the Old Town Sewer Lining Project, Phase III; CC-1180 COUNCIL MEETING DATE: February 19, 2002 RCA ATTACHMENTS STATUS Ordinance (w/exhibits & legislative draft if applicable) Not Applicable Resolution (wlexhibits & legislative draft if applicable) Not Applicable Tract Map, Location Map and/or other Exhibits Attached Contract/Agreement (w/exhibits if applicable) (Signed in full by the City Attome Not Applicable Subleases, Third Party Agreements, etc. (Approved as to form by Uty Attome Not Applicable Certificates of Insurance LApproved by the gLtZ Attorney) Not Applicable Financial Impact Statement (Unbudget, over$5,000) Not Applicable Bonds (If applicable) Not Applicable Staff Report (If applicable) Not Applicable Commission, Board or Committee Report If applicable) Not Applicable Findings/Conditions for Approval and/or Denial Not Applicable EXPLANATION FOR MISSING ATTACHMENTS. REVIEWED RETURNED FORWARDED Administrative Staff Assistant City Administrator Initial City Administrator Initial G1r� City Clerk EXPLANATION. FOR RETURN OF:ITEM: ta� Do-eo4 _ a Uc. (Below • . For Only) RCA Author: Krieger i ' i, CITY OF HUNTIIVGTON BEACH 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK CONNIE BROCKWAY CITY CLERK May 10, 2002 , 2002 To: Wesco Infrastructure Technologies 20100 S. Western Avenue Torrance, CA 90501 Enclosed please find your.original bid bond issued by Fidelity and Deposit Company of Maryland for CC-1180 Old Town Sewer Lining Project Phase III Connie Brockway, CIVIC City Clerk Enclosure g:lfollowu ploashoonlretumbidbond.doc (Telephone:714-536.5227) BID BOND Conforms with The American Institute of Architects,A.I.A. Document No.A-310 KNOW ALL BY THESE PRESENTS,That we, Wesco Infrastructure Technologies _ as Principal,hereinafter called the Principal, and the Fidelity and Deposit Company of Maryland of Pasadena, CA ,a corporation duly organized under the laws of the State of Maryland ,as Surety,hereinafter called the Surety,are held and firmly bound unto City of Huntington Beach as Obligee,hereinafter called the Obligee, in the sum of Yen Percent of total amount bid-------------------------------------------- ----------- Dollars($ 10% of total amount bid ) , 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 Old Town Sewer Lining Project Phase III 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. Si and sealed this 19th day of March 2002 Wesco Infrastructure Technologies (Seal) Principal Witness Title Fidelity and Deposit Company of Maryland Nanette Myers Witness { By JarKe Kepner Attomey-in-Fact S•0054/GEEF 12100 -T FRP 5 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT No.5907 State of California County of Orange On - ::3Z/"?�pz before me, Rhonda C.Abel,Notary Public , ATE NAME,TITLE OF OFFICER-E.G.,"JANE DOE,NOTARY PUBLIC" personally appeared Jane Kepner , NAME(5)OF SIGNER(5) ® 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 behalf of which the person(s) acted, executed the-instrument. WITNESS my hand and official seal. r RHONDA C, ABEL _ _ _ U comm.# ]312777 SIGNATU RE OF NOTARY I a. NOTARY PUBL'C-CALIFORNJA ORANGE CC;.1Nry 0 COMM.EXP.AUG.9.2005 i 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 TITLE OR TYPE OF DOCUMENT T1TLE(S) ❑ PARTNER(S) H LIMITED GENERAL ® ATTORNEY-IN-FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR NUMBER OF PAGES ❑ OTHER: SIGNER IS REPRESENTING: DATE OF DOCUMENT NAME OF PERSON(S)OR ENTITY(IES) SIGNER(S) OTHER THAN NAMED ABOVE S-40671GEEF 2198 01993 NATIONAL NOTARY ASSOCIATION•8236 Remmet Ave.,P_0.Box 7184-Canoga Park,CA 91309-7184 Power of Attomey FIDELITY AND DEPOSIT COMPANY OF MARYLAND HOME OFFICE:P.O.Box 1227,BALTIMORE,MD 21203-1227 Know ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the State of Maryland,by W.B.WALBRECHER,Vice-President,and T.E.SMITH,Assistant Secretary, in pursuance of authority granted by Article VI,Section 2,of the By-Laws of said Company,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, does hereby nominate, constitute and appoint Jane Kepner, of Costa Mesa, California, its true and lawful agent and Attomey-in-Fact, to make,execute,seal and deliver, for, and on its behalf as surety, and as its act and deed: any and all bonds and undertakings and the execution of such bonds or undertakings in pursuance of these presents,shall be as binding upon said Company,as fully and amply,to all intents and purposes,as if they had been duly executed and ac} wledged by thp${egularly elected officers of the Company at its office in Baltimore,Md.,in their own proper persons. co jam' The said Assistant Secretary does hereby certify that the extract se on the rev hereof is a true copy of Article VI,Section 2,of the By-Laws of said Company,and is now in force. IN WITNESS WHEREOF,the said Vice-President and Assis tary hav to subscribed their names and affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYL s 28th da 1,A.D. 1998. OZO ATTEST: FIDELITY AN OSIT C Y OF MARYLAND By: T.E.Smith Assistants C, W.B. Walbrecher Vice-President State of Maryland ss: o County of Baltimore v o On this 28th day of April,A.D. 1998,before the s ,it Notary Public of the State of Maryland,duly commissioned and qualified,came W. B. WALBRECHER,Vice-President and T. E.SMI stant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,to me personally known to be the individuals and offi described in and who executed the preceding instrument, and they each acknowledged the execution of the same,and being by me duly s verally and each for himself deposeth and saith,that they are the said officers of the Company aforesaid, and that the seal affixed to the p instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed scribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my.yOfficial Seal the day and year first above written. PUPLa �rrmri`'' Car 1 J.Fader lVotary Public My C miss' Expires: August 1,2000 CERTIFICATE 1,the undersigned,Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,do hereby certify that the original Power of Attorney of which the foregoing.is a full,true and correct copy,is in full force and effect on the date of this certificate:and I do further certify that the Vice-President who executed the said Power of Attorney was one of the additional Vice-Presidents specially authorized by the Board of Directors to appoint any Attorney-in-Fact as provided in Article VI,Section 2,of the By-Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 1 Oth day of May,1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President,Secretary,or Assistant Secretary of the Company,whether made heretofore or hereafter,wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed." IN TESTIMONY WHEREOF,I have hereunto subscribed my name and affixed the corporate seal of the said Company,this day of �✓? li� 2C121 Rssisranr Secretary L 1428-012-5025A r r 57Z- 'cr. :r, .s,� a,�. _- ..,t` 'i� _ 1:- ..�. ��►;�.-''a`z.r'��`=.f:'�. '�'';1'=';Ax ''�•':'�'"t'] ,.ya; 'tij «y..: .iih _l-t.r :`f'' 1J.� _ � �f k Ir •.1": < ��':• aC,�``•.'•..J• i ,7 9l.ti.S .r gY� •r, F' .'i^i.f-` .ti,,ti s►' .•jC t t._.:.:' '.?_' .i .i:..` '•\•:•._ arc f..r t• .# .d 1•, :y.a.• ;.r��.. - yY.. J"^•�� .x. :... .:•'�:.s,.�:^�.:_�5.._ •i�.,,a::' .••.v Y.' S,y.�,...�y. ..�r�rc ..; 3__.�. �, .i,�t� _-�;:�' .f; -.�"ice ..:5�;7•�__."'� rfa�:�r.: .If.�::'x:-� '.+--h. ,� ::"t: ?:»};_y �i.:l^-fit ,.k ac•�•- •r-,..s}"cac. �,. .t�-�..s,3.'G::l:eet.=^? .�. =3�"... J '� .i •�,1 "5:'.` ":�a:i-� /\ fP: •.�'S;Z���. 5z�. l.F.sy �.�. i:�- F 'Y •�+.:.�s Y'•�S.':=�.(,y! ..-ic,•. fit.:,'..-} �~ �'.te q i'1•-• 'SE._.•' -:.k•:.:�a:f`rr�'`• .r+•,-. - 4. . -r �Y•si� .as ?�• .-fi. .;.a ...ST a, .;h. 'a_'e t�-. 4^, s�.; "?. �'^„r:4=.X "vv+�,. .#.w`5;: v:+;:YT"':"¢= ','.2LtYfu._si:-. „ sF' Fti*5::.'ti%••' ;�r.. L.':��- F,T... 1.?, :.-?... .ss_.� ,.` '' t.. .is;ei<'"�- 't•!�r �C s� .,r �:7�`'�"ri,•y ai ��s+ '"y. �w v. • �•i.-��'=. �._ W ta:.; .ra' 3r. ... - -- •'j:.:l!t.S.sd,,..\?;I.�.� ems:is ��.� ,��. �-rk.1 ���..:•-':.\i'•ay. ...y .;:`,'- ":.•y.••-n.-.-;:: •a`- .•.�ie�.co.c z,.��;.:.�-.. .Jwti_.,. -.. .f.::� uae".� �.i t ..r:... riLC`t�fC. �z "`���...... .,._^� xxtS.+STt3L yx ','"+Y+� ,3.,' .•'o. � SECTION -C PROPOSAL for the RECD MAR 14 2002 OLD TOWN SEWER LINING PROJECT PHASE III Within an area bounded by ADAMS AVENUE TO THE NORTH, ENGLAND STREET TO THE EAST, FRANKFORT AVENUE TO THE SOUTH AND ALABAMA STREET TO THE WEST. CASH CONTRACT No. 1180 in the CITY OF HUNTINGTON BEACH TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF HUNTIN GTON 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 50 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 overn over extended amounts, and words shall governover figures. C-1 =If awarded tlie'Contract,"the undersigned agrees than in the event:of,:the It M ex,Pcuting the required contract and filing the necessary bonds and insurance thin 10 working days after the date of the AGENCY's notice of award of contract to the BIDDER;theproceeds of the security accompanying this bid shall become the property'of the AGENCY this bid and the acceptance hereof may, at the AGENCY's option, be considered null and void. Accompanying this proposal of bid, find the amount of$!�7,1,5? R which said amount is not less than 10% Of the aggregate of the total bid pnce, as required by the Notice Inviting Seated 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 Si nature C-2 :�;: '�:.�t: ; : _ ,' rl[VJL' l.'1'1t31U �71:riL' I�VL�•.T_:a�Sy�%�A�< :� � .,� ,:;�.;�,:: •;r. a[ tem :..s mat .: ....... t.P....c .> .:.:..... en e .. ' Nowritten:fin words ::r..... .:. ..: ...:.:Amount:::. 1 1 Mobilization of equipment&materials lump sum @ -Dollars 5 3 000 _ 5 3,000 Per lump sum 2 1 Traffic Control per Specs. lump sum @a Dollars S 2,500_ S 2,500 Per lump sum 3 1 Demobilization of equipment&materials lump sum (Qa Dollars S 3,000 S 3 400 _ Per I ump sum 4 1845 Line 10"host pie er ecs. �} l.f. Q Dollars S ��/. S_CAM /W Cents Per IS. 5 8066 Line 8"host pipe per Spec . �- 1.£ rya •. S/ wQ _Dollars Q2. 42_58/! 2rleo Cents Per IS. 6 295 Re-open service lateral Vrpecs. 1.£ r Dollars S.�(/ ' ��• Cents Per 1.1 7 35 Grind protruding lateral per Cit}t requints. ea. ,'� r�rLfsdr�C_J�/rP Dollars S 00 •.01 S�Q. ilr2 O Cents Per ea. $ 1 Retnove a cc Clean-Ou r specs ��}} //}� ea. @ "O=S �I�VPd/.Dollars S 0 . _ Cents Per ea. 9 135 Point Repair host pipe er spe s. 5 to 10-feet deep. 1.f. @ �r'� Dollars S� S�� . �r0 Cents _ �_— Per LE 10 10 Re-connect service latera at point repair. p ea. @ C Dollars S r0• S QU . Cents Fer ea. Total . mount Bid in Figures: Ta l Ar�ou Bid ' Wor C-Is ­V Additive Alternate Bid Item(s) . ............ Item :-;Estimate& ................ :::::Extended ............ .............. .... .......... ­:­" '�:. . ...S.. ::..: ....................... ..... ..... ........ ..... .......... ..... . . ................... .. ............. Uffii P.:: U .... . .... N -::: ­-Q.... .......... ................ .... 5A 713 Line �8"host Pe per PPCICA.— Dollars $ S --7 jr-A--V Cents Per Lf. Total Additive Altemate Amount-Bid to F—igures: '7 Total Additive ......A.....l.t.ep�aq, �Tount 1 1 or s' ,, .... .. ... ........... ................................. Proiect Alternatives: The Total Additive Alternate Amount Bid above is an integral part of this proposal, and to be responsive, the bidder shall quote a price for this amount. The City shall award the contract on the basis of the Total Amount bid(shown on page C-Is). C-2s : UST-iP SUBCONTRACTORS.ti7►2�(4:dSJ� - a," -• - `'�i ��' ;:7,:':)�.:: �f,�;... -i3al-- _ 1W 0_11.--ryfffi Sri b,F �q ' .q:��.ti •,,of rr •:�i -� c: _•r` 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 -1Vame and Address of Subcontractor. State License of Work :1Vumber ?may By submission of this proposal, the Bidder certifies: 1. That he is able to and will perform the balance of all work which is not covered in the above subcontractors listing. 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. . C-3 -���:._ . --.. .- - , � �...-: . . -NONCOIIIUSIUN AFFIDAVIT��'#=���, � �: �-���':_�- . . �_ K : -L- ,Y• - -- , TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID - y�r -.,,•ry ir' '1''.-�} - 'f' - - - � ... '�..T,��I:. _i 1' .��f�ir'- -. � > � r,:..__• :��'.' - ,l •C- . State of California SS. County of Orange bein first duffs worn, deposes and says that he or she is r ,+ of� =li• the party making the foregoing bid that bid is not made in the interest of, or on the behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization, bid depository, or , to any member or agent thereof to effectuate a collusive or sham bid. Name of Bidder Si ture of Bidder Address of Bidder Subscribed and sworn to before me this ! day of 1' ' , 200 NOTARY PUBLIC, _ NOTARY SEAL C-4 ti i4_-1T.1ZF�J-­ ::- UyTILITY 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.OLD TOWN SEWER LINING PROJECT- PHASE III; CC-1180, (1)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows: "Qualified Person: A person who, by reason of experience or instruction, is familiar with the operation to be Performed and the hazards involved." The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal-OSHA requirements. The undersigned further promises and agrees that the provisions herein shall be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein. Contractor By &/ k 122- Title Date: ZY 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' t'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 :�.� ��•r���'�}�x..�.iav�.w,��'ii�rB:a�'� ji:•�-��r�".�`++.LT.�.' riss:.�:�x-:T.:,�.T':wa::rvs.y.:�%n^Ps[„^+"[s1v�..^� .*..�i�ry;�;nssFs';ait'P.�'t�'' -'-�?_. it rS' k. -C MPENS_AA T w ��.. �. . • O NINSURA�NCE CEr,RTI�FIGATE Pursuant to Section 1$61 of the State Labor Code,' each contractor to whom a public works contract has been awarded shall sign the following certificate. = - I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self insurance in accordance with the provisions of that code, and I will comply with such . provisions before commencing the performance of the work of this contract. s Contractor By Title • r Date: Z,/ � C-7 - UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216,4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-422-4133 a minimum of two working days before scheduled excavation. Dig Alert Identification .Number: Contractor By Title Date:16 Nate: This form is required for every Dig Alert Identification Number issued by U.S.A. during the course of the Work. Additional forms may be obtained from the AGENCY upon request. C-8 • BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Bidder Name -��00 ��-/Z�,q Business Address City, State Zip Telephone Number 8 C� State Contractor' Lice ns4 No. and Class zzeoe Origi D- atelssued Expiration bate The work site was inspected by of our office on_ -30— _ , 200 Z. The following are persons, firms, and corporations having a principal interest in this proposal: G9 �7.'+ .' �1e�7i' �?� +.:;i ::r:�.F.- `•i':'ii t._y€€� -� _;4y4•- �1*'t�.�f �.,ar v : .. .+" .N .ay -.�w.: i ,+ �.i 4-c-•'�fa� �Ll• _$`�� �'- rt The"undersigned is prepared to'satisfy the,Coun7dU' the.Cify.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 specificationrgetfortli:� Company Name Signature "ag Printed or Typed Signature Subscribed and sworn to before me this day of , 200 Z_ r r. T. C. ANDERS,, g 0 coMM.#123641 NOTARY PUBLIC-CALIFORNIA0 r I/ LOS ANUELES COUNTY n { r a COMM.EXP.SEPT.24,2903 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: i. .' aZ Naand Address of Pu lic Agency Name and Telephone No. of Project Manager:�oC/'0 � �. C ntract Amount Type of Work Dat Completed 2.4Nea a and Address of Publ c Agency Name and Telephone No. of Project Manager] n < Ire 006 Co tract Amount Type of Work Date ompleted 3. Name and Address of Public Agenc Name and Telephone No. of Project Manager- on e Contract Amount••., . Type of Work Date C-16mpleted C-10 :r, .jc, •: :::� '.* �'�Y,d,J'•.-�h -7a'='4 ai''��:1a_ .,ii 6•(?;r _ Y:•: _ u: LC j. wI11:. - 'Y' - •F• !f+• i�i:',r'. .�...•'� _ ^ll...:i•`�~.F•• - :'ti" •'! - ~�' - .'. -a � _ .'li -,'7: �-.i' r� .i.`•..'.•.. tir..'R: i•f'-:%,.': r .-�� Lrx.i:'.'• _ ..r-. - ' •�7" �Sf :��F. A':c.a;....s r�".::'r.-r _ -P' .r. • u".Y'r_ '.Y �.:,r.'"r:."_ .1• o-..�L _.r.:� rThe'following informationimustbe returned with-the'bid "- Bidders name: Acr Bidder's address: bra/Dr�_S.�.L�� r�ra�,► Z4,e. Phone number: ? -- ao o Fax number: 3ro -Z'Y Pipeline rehabilitation process (trade name) bid: (Choose only one per Section B» "Instructions to Bid re sd " #12) Attach a letter to this sheet from the manufacturer stating: 1. The installer 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. 4. If CIPP is installed, proof of meeting Section 500-1.4.4. List of three certified laboratories that can perform the required ASTM testing. Name: Laboratory number 1: i Address: . gO 7,7,3 Telephone number: 516 2/,4. 33 — 5'B2 • Contact person: ,lei`Cc6 Laboratory number r Name: Address: �� S Telephone number: C& ! 2 r / Contact person: e 4z Laboratory numb r 3: Name: a-�s r� c� 1�-- - Address: -ems, o.-a Telephone number: 220 J`Q,6 �2S� Contact person: �- t.As:r' _ _'-i::%spa:. _� _ ✓.•— _ -. - - _'.-5r f.T r-- - r'Ss"•k'-_.+_+ '��i '1,': `` 'a _ .":,�:i4•�i:�_'.: "-1r. r t �k:.s. _;;_,S,tfr ;e: :., �,'t�,.�: `s:.7:_ .7?a t:." '.. - r rr'�.Sn.Q 5 .r8e'-'•, ti�,.a: M ;'i1.', _•>• ti _�.Yr� a.�i.:f�',Y,,:;_r .i ,- - BIDDER'S CERTIFICATION*. M ,h f. ,,; . .., ,. •., HOUSING AND URBAN DEVELOPMENT ACT OF 1968 AS AMIVIENDED IN-1992, SECTION 3 TITLE 24, Code of Federal Regulations, Part 135 • Economic Opportunities for Low and Very Low-Income Persons The bidder, under penalty of perjury, certifies that except as noted below, any person associated therewith in the capacity of owner, partner, director, officer, or manager(initial the applicable selections): Will ensure that 10% of all new hires as a result of this project shall meet all requiremnents of Section 3 of CFR Part 135 of the HUD Act of 1968; or Will hire no new employees in conjunction with this project. Will award 10% of its sub-contracts to Section 3 businesses. This certification shall apply to the prime contractor's sub-contracts related to this project. Contractor: r �c �'wvcib Contact Person: VEN9 h?A`RJ a✓1 C � Contact Phone: a 2 2 — m a'a Signed: Date: *Note: The above certification is required by the Department of Housing and Urban Development (24 CFR 135 and Subtitle A et al) and must be submitted by the bidders and proposed sub-contractors only in connection with contracts and subcontracts which are subject to Section 3 of the 1968 Housing and Urban Development Act, as amended in 1992 (HUD). Previous non-compliance with Section 3 could result in disqualification. C-12 CITY OF LOS ANGELES '- 'BOARD OF PUBLIC WORKS CALIFORNIA DEPARTMENT OF MEMBERS PUBLIC WORKS VALERfE LYNNE SIiAW BUREAU OF (PRESIDENT ►, ENGINEERING VELjE PRESIDENT RFITALY B.TROYAN,P.E. PR SI�IN PRDOI�EM '`EC'D DECD 0 �oO - CITY ENGINEER Rt]NALD�O�IY 650 SOUTH SPRING ST..SUITE 200 C66MMISSI N R LOS ANGELES,CA 90014-1911 AD C ARI GOAL AVA JAMES K. HAHN C66MMIS I NEE MAYOR GENERAL INFORMATION Tel.:213-9784766 Fax:213-978-0278 JAMES A.GIBSONCRETARY December 18, 2001 SE John Heisler WESCO Infrastructure 20100 S. Western Avenue Torrance, CA 90501 Dear Mr. Heisler: Re: Approval Status- Wesco CIPP Pipe Rehabilitation Formulated with Texan "Sprint" Felt and Chemtron B-9220 Vinylester Resin This is in response to your letter dated December 17, 2001. We have completed our investigation and are granting equivalence to your cured-in-place pipe rehabilitation system. Trade Name: Wesco 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 96" Resin, Chemtron B-9220 vinylester Felt tube: Texon "Sprint" Polyester felt coated with 15 mils polyurethane on the face exposed to flow. Flexural Modulus: 300,000 psi initial 175,000 psi for 50-year design Tensile Strength: 4,000 psi initial These changes will be incorporated into the next revision of our "Approved List of Sanitary Sewer Products". If there are any questions, please contact me at(213)847-8777. Sincerely, Hugh S. Lee, Engineer of Design 650 S. Spring Street, Suite 400 Los Angeles, CA 90014-1913 HL:hllwegco3.w,p6 cc: D. Li, SED J. Ellison, EoD W. Lawson, WCED - MIS 538 T. Gorman, Materials Control - MIS 480 AN EQUAL EMPLOYMENT OPPORTUNITY-AFFIRMATIVE ACTION EMPLOYER r tj J CITY OF HUNTINGTON BEACH 2000 MAIN STREET CAL.IFORNIA 92648 OFFICE OF THE CITY CLERK CONNIE BROCKWAY CITY CLERK May 10, 2002 2002 To: Insituform Technologies, Inc. 702 Spirit 40 Park Drive Chesterfield, MO 63005 Enclosed please find your original bid bond issued by National Fire Insurance Company of Hartford for CC-1180 Old Town Sewer Lining Project Phase III Connie Brockway, CMC City Clerk Enclosure g:lfollowupleashaan/relumbldbond.doe — I Telephone:714-536-5227I CNA INS URA NCE COMPANIES CNA Plaza, Chicago,Illinois 60685 BID BOND KNOW ALL MEN BY THESE PRESENTS: That we Insituform Technologies, Inc. Principal, And National Fire Insurance Company of Hartford , Surety,are held and firmly bound unto City of Huntington Beach, CA Obligee, in the sum of Ten percent of the amount of the bid Dollars (10% of amount bid ) , for the payment of which we bind ourselves, our legal representatives, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has submitted or is about to submit a proposal to Obligee on a contract for Old Town Sewer Lining Project Phase III Cash Contract No. 1180 NOW, THEREFORE, if the said contract be awarded to Principal and Principal shall, within such time as may be specified, enter into the contract in writing and give such bond or bonds as may be specified in the bidding or contract documents with surety acceptable to Obligee; or if Principal shall fail to do so, pay to Obligee the damages which Obligee may suffer by reason of such failure not exceeding the penalty of this bond, then this obligation shall be void; otherwise to remain in full force and effect. Signed, sealed, and dated this 2 day of April 2002 . Insituform Technol s, Inc. PnnC' al By: (Seal) Anthony oope l resident National Fire Insuran ompany of Hartford Surety ,, L By.. 1 K�' . Kathleen M. Hoffard, Attomey-in-fact G-23054 p CNA For All the ConmalimAentaYou Make' CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT Nc sf:: { Stale Of Missouri County of St. Louis On April 2,2002 _ before me, Deborah M.Jennings T L•Te I.amt.Ti.E CIA C)M6ER.E G 'SANE DOE N01AQv PUBLIC rpersonaIN appeased Kathleen M.Hoffard n-met SOr&01:Ecss ,ti !!1 persor,al!y knov n to me - OR - ! proved to me on the basis of saiis`aclory evidence to be the person(s) +,hose r.ame(s) is'are subscribed to the within instrument and ac- Y knowledoed to me that he:shellhey executed ��R the same in his/her/their authorized ? capacity(ies). and that by his/herliheir sionalure(S) on the instrument the person(s). . or the entity upon behalf of which the Oerson(s) acted, executed the instrument. v BEI30�i ki,JENNINGS VJi �� S my hand an ' �^Kicl sea . (� 1 Natan public—Notary Seal _ t State of Missouri �Y City of St.Louis <� hty Cnmtnissinn l~:c+�.Q�i13;'002 OPTIONAL �tl Thouo^me data d9lo,:is no: reoulred Dv tay..+''ra prove vasuabie Ic persons relvir.y on IhE document and could prevent ale u CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT L— 1%D1V1DUAL _I CORPORATE OFFICER r Bid Bond TETLE OR TYPE OF DOCUMENT T+TL,Ei51 1 II PARTNER(S) ❑ LItAITED ❑ GENERAL l Page -•--- — Q ATTORNEY.IN.FACT NUMBER OF PAGES Y TRUSTEES; _ ) GUARDIAN/CONSERVATOR GiHEPt: April 2,2002 1 DATE OF DOCUMENT �1 SIGNER IS REPRESENTING: r:—E Os PEASCN:S;Dr EIMr1I-ES, �'( a Insarance Com 1any of Elartford SIGNER(5)OTHER THAN NAMED ABOVE i1 r1 O•girj NATIONA., NOTARY ASSOCIATION•8236 Rernmel Ave..F-O.Box 7164-Canopy Park-CA 91309.7154 POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT Know All Men By These Presents,That Continental Casualty Company,an Illinois corporation,National Fire Insurance Company of Hartford,a Connecticut corporation,and American Casualty Company of Reading,Pennsylvania,a Pennsylvania corporation(herein called "the CNA Companies"),are duly organized and existing corporations having their principal offices in the City of Chicago.and State of Illinois, and that they do by virtue of the signatures and seals herein affixed hereby make,constitute and appoint Stephen E.Ricci,Thomas C. Ricci,Jr.,Kathleen A. Petchulat,Kathleen M. Hoffard, Individually of Crave Coeur,Missouri their true and lawful Attorneys)-in-Fact with full power and authority hereby conferred to sign,seal and execute for and on their behalf bonds, undertakings and other obligatory instruments of similar nature ---In Unlimited Amounts and to bind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of their corporations and all the acts of said Attorney,pursuant to the authority hereby given is hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By-Law and Resolutions,printed on the reverse hereof,duly adopted,as indicated,by the Boards of Directors of the corporations. In Witness Whereof,the CNA Companies have caused these presents to be signed by their Vice President and their corporate seals to be hereto affixed on this 19th day of March,2002. Oft, . %HSUR _asAtn de,p Continental Casualty Company �' °�7National Fire Insurance Company of Hartford 41. S ° American Casualty Company of Reading,Pennsylvania ?U SEAL 0 nnr 1I.*7) 1= P. jr y + / Michael Gengler Group Vice President State of Illinois,County of Cook,ss: On this 19th day of March,2002,before me personally came Michael Gang ler to me known,who,being by me duly swom,did depose and say:that he resides in the City of Chicago,Stale of Illinois;that he is a Group Vice President of Continental Casualty Company,an Illinois corporation, National Fire Insurance Company of Hartford,a Connecticut corporation,and American Casualty Company of Reading, Pennsylvania,a Pennsylvania corporation described in and which executed the above instrument;that he knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals;that they were so affixed pursuant to authority given by the Boards of Directors of said corporations and that he signed his name thereto pursuant to like authority,and acknowledges same to be the act and deed of said corporations. t 'OFFICIAL SEAL' DIANE FAULKNER Notary Public,Slate of Illinois �Q� My Commission Expires 9/17/05 My Commission Expires September 17,2005 Diane Faulkner Notary Public CERTIFICATE 1, Mary A. Ribikawskis,Assistant Secretary of Continental Casualty Company,an Illinois corporation,National Fire Insurance Company of Hartford,a Connecticut corporation,and American Casualty Company of Reading,Pennsylvania,a Pennsylvania corporation do hereby certify that the Power of Attorney herein above set forth is still in force,and further certify that the By-Law and Resolution of the Board of Directors of the corporations printed on the r rse hereof is still 7 rce. Into timony whereof I ha v !1 o subscribed my name and affixed the seal of the said corporations this aC day of. r VASUR a �+ Continental Casualty Company ! sure oQ r �,�aoiyt National Fire Insurance Company of Hartford To �0 American Casualty Company of Reading,Pennsylvania v SEAS. 3MZ 1897 � NAII�� • Mary A.Ribikawskis Assistant Secretary (Rev. 10111/01) CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT „x ,p State of Missouri County of St.Louts On April 2 , -— - _2002 before me, e S L . Carroll N&Mf TOLE Or OrF ICE R•E G.•.JaNE OOE-NOI�Rv PUBLIC personally appeared AnthonyW.._.#ioo er , President kamEfS:OF StG-+Er.5i personally Rno,+;,n 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 ac- v, L}I�Aq'����i, know�ledged' fo me that he!she/they executed .. C ��� o,.• �1551pN•90 the same in his/her/their authorized �` •; CA�obers � capacity(ies), and that by -hislher/their N: =_ signature(s)- on the instrument the person(s), NOTARYSat or the entHy' u:pori behalf of which the �;9�••,` cr ,.� a� person(s) acted. execute the instrument. fit S my hand a c seal. 5"r pr N71La+ , OPTIONAL )� Thouah the data belOv.,,s no: required by law.I:rr:ay prove vaf;,abie to persons rely�nq on the dacumenl and could prevent *V Trautlulent rE2-acumen, o.INS form. CAPACITY CLAIMED BY.SIGNER DESCRIPTION OF AT_TA.CHED.0000MENT ❑ INDIVIDUAL• `y ❑ CORPORATE OFFIC.ER Sid Bond President TITLE OR TYPE OF DOCUMENT MUM) U PARTNER(S) ❑ LIMITED �y ❑ GENERAL 1 page bond L..� ATTORNEY-IN-FACT NUMBER OF-PAGES ❑ TRUSTEE(S) ❑ GUARDIAWCONSERVATOR ❑ OTHER: April 2 , 2002 - - DATE OF DOCUMENT SIGNER 1S REPRESENTING: NAME OF PEFtSONtSI OR EN-STYNESi Insituform Technologies , Inc . SIGNER(S)OTHER THAN NAMED ABOVE 01993 NATIONAL NOTARY ASSOCIATION-8236 Remmel Ave..P.O.Box 718e-CanDga Park.CA 91309.7184 r1 - _ - - .at ;i _ry.. r:. .t-r'.•:." yr` :, _ ,{•' .•"�„ � =: ... nil f± 4'i r l• f;;.+. . <}_ �•c, - _ r14w:- 'ir�•. r 5' • _ •'r 1. ^� w; _,� 1=•. :.6'. '!-.' _ _ �� S- _s •.�'. - ,.1• �fo .kfi�iyN„'b��s.t'� s wA .�.i;�yy '"r`h�'� .S•� >• _•t.yy .i.i+ =.r{. f {� `v. __ `[ •} :°C. - r ;.e. 'r:- "[•_ f !"�r''e •p'-• �L .if:1 �. 7'f ._'YI 2. �`if/-Y C•V� ]Y. } •C`� �.]_.e � - •-e:r9';:� S. ry.v t ^Y-L �_ '.W :i--r Y.y. ..0 •I.� -�3J ..y.� ��. •:L/�•5..'" �.:�1•�:._' i .Y•. �l�. - .^�"b_f. - ;4'' - 'S Y•r�. :a- .' , •++ir'- i, i' ,..iR •.".,..: �l"'•i - _ '':Y 'Sf :✓ '7. ri ,'s "'a. � d• 4,c. >r'.4'^:.:r%.:�`.+i i. ;.M - T�'rsia5- 'S;t ralrxT`.•_ -w (- _ n ';1':�.• - JL'� - .r -- ••'! - ,$'. '.t. a. is\a .�'.:':..''��:. w- .r ".hL•;� - .1� �`�::� -Tt.: 4...,.Yam. u _3;9 ., CA Jlz Technologies, Inc. :; "SEALED BID" for OLD TOWN SEWER LINING .1 }3: ti• PROJECT PHASE III CASH CONTRACT NO. 1180 CITY OF HUNTINGTON BEACH-DO NOT OPEN WITH REGULAR MAIL • z::i +i� �.•lrt�� ,,,* Bidder: INSRUFORM TECHNOLOGIES,INC. 702 SPIRIT 40 PARK DRIVE ?k CHESTERFIELD,MO 63005 California Contractor's License Na_: 758411 Class Atxpires 1131/03 sad ee 4, nil,•i+,s;�; .l=Li�s:�lla}J %ice-��"+�A•jy, .I�f-�%}�. Deliver Bid To: CITY OF HUNTINGTON BEACH OFFICE OF THE CITY CLERK SECOND FLOOR,20W MAIN STREET HUNTINGTON BEACH,CA 92648 �s V. ' r fX��}..'='w Proposal For: CITY OF HUNTINGTON BEACH-OLD TOWN SEWER LINING PROJECT PHASE III CASH CONTRACT NO.1 ISO Y' Bid Opening i C ] f7afn. AMMM } SECTION C PROPOSAL for the OLD TOWN SEWER LIMING PROJECT PHASE III Within an area bounded by ADAMS AVENUE TO THE NORTH,ENGLAND STREET TO THE EAST, FRANKFORT AVENUE TO THE SOUTH AND ALABAMA STREET TO THE WEST. CASH CONTRACT No. 2180 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 60 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 rKVJEkC I-,1<SUU at,JMM JULM"�„+ „. �•.;�`; _ . � -'k:. _ ..._ � .-;a•,. ^f: :k':�+_^.::a:.w�s�",'u'�.. ..wlo' �,.ti. .-sue-.� =�i-i.�±H.- i �. t. 'aR.. ' L `�- :�•�i�7 ' _aJ .:4isc team mat . em:.. #.. -unit . .. . Axntieonu e.. .... . N Pr nh . `;uatitn tnvrd . ... : . . 1 l Mobilization of equipment&materials lump stun @_//�' •'j�^4 Dollars S 3,000 $ 3 000 Per lump sum 2 1 Traffic Control per Specs. lump sum (a _T 77�!/�/ -a ��/ f7�.r.+�` ollars $ 2,500 S 2.500 Per lump sum 3 1 Demoh114 zation of a tupment&materials lump sum @ 11 w 7,Z 9 Dollars S 3—000 S_ 3 000 Per lump sum 4 1845 Line 10"host pipe per Specs. 11 @ _ %� �� �yy[f Dollars S _1K.o $ 6Y,�57Saa Cents Per Lf. 5 8066 Line 8"host pi�per Specs. !.f. Q /f/ �'tJ �a✓'�_ Dollars _ D _ Cents Per 1.f. 6 295 Re-open service lateral per Specs. l.f. Cia Q 111,wGt[cf?!2 ����/ Dollars S _ Cents Per Lf. 7 35 Grind pronuding lateral per City requirements. ea. @ %1.y0 /�/y.t-Dr2 ^14 rC-�/�V Dollars $ 21a 00 S 7 315�5,ey Cents Per ea. $ 1 Remove&Replace Clean-Out per specs. ea. @_ fl- s rTUrv/JQG4 Dollars $ �C�QDd S Cents Per ea. 9 135 Point Repair host Pipe per specs.5 to 10-feet deep. 1.f. @ ���//litlJP � / [�Gf/r Dollars S �J�� ad S Z � y 'y Cents Per I.E. �to 10 Re-connect service laterals at point repair. ea. @ �Q 4v1"edZJ A Dollars S 215,0z, S 3.1J�d v j110 Cents Per ea, Lotal Amount bid in Figures: 00 Total Amount Bid in Words: v� lyv�a C-1 s � — •.fhl.`-'t'.7?w:;;-r•_�r,'•• _ -� ;r.�-*;-rT.•,'3: ":k:..['{r�. '� l?", .ar9 .titi:- y� �5;'s-.= -<T: ors,=•;i-^�"'•; - - - ':7-'•i.:.Y•t: :,•... ,._ :- .-:' '--....- =i .5� .' .� 4r ".R•:", �-`. s- .' �'.'" -.•rf•xl;[.-.s{•.]r .o:.wt..r..r.�,c,."R`;.�,�ti�,."`s�v=��, r 4= If awarded tie Contract, the undersigned agrees that in`fithe e�ent of:the BIDDER'S default in •.1y f r executing the required contract and filing the necessary bonds and insurance certificates within . 10 working days-after-the-date-of•tho.AGENCY'S'notice of awaazd of contract to the BIDDER,-the-- proceeds of the security accompanying this bid shall became the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY's option, be considered null and void. T r► ( 10%) Percent of amount Accompanying this proposal of bid, find Bidders Boncln the amount ofe$ bid wnicn said amount is not less than 10%o of tlie'aggregate' o5hhe total bid puce,"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 N& ",.'Date' Received 04derys Si 7iure 4/�� C-2 .l,r�h;" ?�• •' _ _ ., 11\�./J�1�1 LiL L7�.+iJ.rJ�V�.JrJ ��c�wr.,r=,-. - ,r^._ _ - .r V Additive Alternate Bid Item(s) Item ]Estimated, Item:wit�.:atut price::.:: Extended ;\lo. ::Quanttty :written iawoids .:.': : 1<Tmt Pnce :Amount:::::: SA 713 Line B"host pipe per Specs. �- Lf. c ei1y rY"L Dollars $ 01,e✓ $x 2 z. Cenrs Per Lf Total Additive ternate mount Bid in Figures: S25f 2 yZ,a Total Additive Alternate Amount Bid in Words: �G/1fvT� �j , 7lluusr ........................................................................................... y. � ;. Proiect Alternatives: ' The Total Additive Alternate Amount Bid above is an integral part of this proposal, and to be responsive, the bidder shall quote a price for this amount. The City shall award the contract on the basis of the Total Amount bid(shown on page C-ls). G2s KLIST#OFSUBCONTRACTORS; Y� {iki_�. +, r s-f� �•�:.:7'd '!? �-FI'R briny fit'%�i+g,• ;� ;Frf {I� R.. - In accordance with Government Cade Section 4104, the Bidder shalt 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 lvumbe By submission of this proposal, the Bidder certifies: 1. That he is able to and will perform the balance of all work which is not covered in the above subcontractors listing. 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. . C-3 .NONCOLT�USION'AFFIDAVITti =,�': TO BE EXECUTED BY BID_DERAND.SUBMITTED WITH BID Missouri State of fakfamiK ss. Countyof(3M -St . Louis Anthony W. Hooper' , being first duly sworn, deposes and say that he or she is President of eg , r e party making the foregoing bid that the bid is not made in the interest of, or on the ehalf ,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. 2nsituform Tech QQIoQiea, 1nr Name of Bidder _=_74 Signature of VdWr Anthony W 01 H oper ,, President 702 Spirit 40 .PaCk j)ri_vra_, Ch.e.s-erfield Address of Bidder MO, 63005 Subscribed and sworn to before me this 2 day of April , 2002 11�11iU�lf 1 Flrrrrrr� CAgR��i���i 04 y��O .•a,Hti155f01y• . i �ct1Er5 i NOTARY PUBLIC Denise L . Carroll , Notary 9JX IF A E. Of C4 ''��nrrrn ��tillllllr . i UTILITYAGREEMENT XJA 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 OLD TOWN SEWER LINING PROJECT- PHASE 111; CC-1180, (1)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows:' "Qualified Person: A person who, by reason of experience or instruction, is familiar with the operation to be Performed and the hazards involved" The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal-OSHA requirements. The undersigned further promises and agrees that the provisions herein shall be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein Insitufogm Te"nolagips., Tme-_ Contractor B Ar hony W. Ver , President President Title Date: April 2 , 2002 C-5 57 DISQUALIFICATION QU STIONNAIRE" In accordance with Government Code Section 14310.5, ihe' 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? E3 Yes El No If the answer is yes, explain the circumstances in the space provided. N/A Note:. This..ques�onnaire constitutes. a. part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 r _ !t.- W_ _ PEN TI =� � --,zOM SA INSMIX CE�CEid-M ATE ;:. �( , 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 Anthony W. ooper President Title Date; April 2 , 2002 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 4216i4217 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: Insituform Technologies , Inc . Bidder Name Local Address: 5100 East 2nd St 702 Spirit 40 Park Drive Benicia , CA 94510 Business Address Chesterfield Mn 63005 City, State Zip (636 ) 530-8000 local phone: 707-747--5888 Telephone Number #758411 Class "A" State Contractor's License No. and Class 1 26_Z99 -- Original Date Issued 1/31/03 Expiration Date The work site was inspected by Tony 8enrich ofour office on 3/22/02 , 2002. The following are persons, firms, and corporations having a principal interest in this proposal: _ Insit-uform Technologies , In-c . rlj��" -+an' !�-r .r�4--,'9i'nr4�.. _ _:,�gLi:' '"y.: /- '`.'Y`w iU-r ir+` r�J•`,.. ::c: 'k - - '' _-"r- --:V. - _ .I, . _ i�.11r7: :(:.'aria-•_� .�.s_4; {- >> -,.rr.� ..��M�n�i�:;,.ir: ..pppf � /itti; ,f,{ylfr'"i i. y`y- Y�Ja��:. �,{:-�^:i..-,.J1,` F. -�I L. - .i, -w: .- '`•?'_ - s ..� : fi!-� aas."�+�Fa^r. .iS,�:.5'r �,t`' 'j�''3Gf� 'fv.�ti. *�4!•n�c+.' J•� �' T :.�[`'•' Sr-.l ti.r.ti:: •-ni e.;!:1M•:r. k .�w.- ..a - -�•!'� 1 }t.Y: it - .- .y!�[ - .- - : 'The-undersigned is prepared fosattsfy;tlie�Councilof:.tlie`Cii}+.ofHuntington Beach;of its ability;"��=;}�Y��;yk�_`""• financially orotherwise, to perform the contract for the proposed work and improvements in'• . . _ accordance with-the plansand•specifications`setfartli�'i �-,.t'�,`..''� ���,,'?4}1.;,�•.�;n-; _: , _." -:r.:-'_a '" .. -.. Ins itzaform Technologies , Inc, Company Name _ Signature of Bidder . -.-Anthony _W- Hooper, President Printed or Typed Signature Subscribed and sworn to before me this 2 day of April ' 2002ev p; NOTARYSEAL NOTARY PUBLIC Denise L . Carroll , Notary 11 ++ - 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. Sanitary Dist , No. 2 Corte Madera 300 Tamalpais Dr . , Corte Madera , CA Name and Address of Public Agency 94925 Name and Telephone No. of Project Manager: David Bracken (415)_927-8801 _ $198 , 750 CIPP -Irist:allati'on Jun-01 Contract Amount Type of Work Date Completed 2. . Unified Sewerage Agency 155 N. First St H; llshorn , ng, 9ZZ24 Name and Address of Public Agency Name and Telephone No. of Project Manager: Steve Lampert ( 503 ) 846-3630 $1 ,088 , 726 CIPP Installation Contract Amount Type of Work Date Completed 3, City of Arcata 736 F Street , Arcata , CA 95521 ' Name and Address of.Pub he Agency Name and Telephone No. of Project Manager: Doby Class. ( 707 ) 825-2173 1 , 200 000 Sep-00 Contract Amount Type of Work Date Completed SEE ATTACHED LIST FOR ADDITIONAL -EXPERICENCE C-t 0 INSITUFORM TECHNOLOGIES, INC. SECRETARY'S CERTIFICATE I HEREBY CERTIFY that I am the duly elected and qualified Secretary of Insituform Technologies, Inc.,a Delaware corporation(the"Corporation"). I FURTHER CERTIFY that the Board of Directors of the Corporation has duly appointed the following persons as officers of the Corporation to serve in the capacity indicated: Anthony W. Hooper,Chairman of the Board,President and Chief Executive Officer Carroll W. Slusher, Vice President—North America I FURTHER CERTIFY that the following is a true and correct excerpt from the By-laws of the Corporation: "The officers of the corporation shall be a chairman of the board, a vice chairman of the board, a president, one or more senior vice presidents, one or more vice presidents, a secretary and a treasurer, each of whom shall be elected by the directors. Such other officers and assistant officers as may be deemed necessary may be elected by or appointed by the directors. In addition, the president may from time to time appoint such officers of operating divisions, and such contracting and attesting officers, of the corporation as he may deem proper, who shall have such authority, subject to the control of the directors, as the president may from time to time prescribe." I FURTHER CERTIFY that the President of the Corporation has, pursuant to the above authority, duly appointed (a) Gerald Addington to the position of Vice President — Project Management, (b) Charles Nance to the position of Vice President—Production, (c) Jerry Gordon to the position of Vice President— Sales& Marketing, and(d) 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 President of the Corporation: "(i) to certify and to attest the signature of any officer of the Corporation, (ii) 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 Secretary, this 29th day of November, 2001. Insituform Technologies, Inc. By: Thomas A. A. Coo Vice President,General Counsel & Secretary LAAppts&Certs\Secy Cert(DCarroll)11270 Ldoc Insitufvrm Technologies, Inc. LEGAL NAME OF CORPORATION: Insituform Technologies, Inc. INCORPORATED UNDER THE LAWS OF: State of Delaware PRESIDENT & CEO: Anthony Hooper 702 Spirit 40 Park Drive Chesterfield, MO 63005 VICE PRESIDENT, CFO(NO TREASURER): Joseph White 702 Spirit 40 Park Drive Chesterfield, MO 63005 VICE PRESIDENT, GENERAL COUNSEL, & SECRETARY: Thomas A.A. Cook 702 Spirit 40 Park Drive Chesterfield, MO 63005 AREA VICE PRESIDENT: David W. Smith 5100 E. Second Street P.O. Box 519 Benicia, CA 94510 Technologies, Inc. STATEMENT OF EXPERIENCE (PARTIAL LIST) Contract Date Contact Phone Pipe Lineal Feet of Propct amount Completed Owner Name Owner Address Person Number Diameters CrPP Installed W Sower Main Repair 2000 S 19B,750 00 Jun-01 Sanitary Dist.No.2 d Code Madera,CA 30D Tamalpais Drive,Coda Madera,CA 94925 David 6rdCkon 415-927.8B01 6'-1 ff 6.574 I Annual CIPP Contract May-01 City of Seattle.WA 710 Second Avenue.Seattle.WA 9B104 Kathy Ronoo 206-01 rr1709 B'-36' 24.663 Booing Field Earth Ouako Repairs $494,G21 00 May-01 King County Intl Airport,Booing Field,WA 7233 Pariiriotor Rd S.Sootdo,WA 9B108 Rick Renaud 205-29&7427 6--1 P' 5.049 EC Repair Base Sannary Sewers,Phase 2 8 3 S2,318,91D 93 May-01 McChord Air Force Base.WA P O Box 4178,ULChurd AF B.WA 98438-0178 Sgt.Banc affi'n 253-982-2532 6'-is, 40,946 Sewer Ro habiktatim tar Downtown S230.0W OD Mar-01 City d Casa Grande.AZ 510 E.Florence Blvd,Casa Grande,AZ 85222 Robed Jackson 520-421.8600 8' 5.750 Sma!1 Diameter Rehabilitation Project Mar-01 City of Phoenix.AZ 2W west washrnglon St,Phoenix.AZ 85003 Blaato Robinson 602-252-4709 8'&I? 150,0D0 Poach Aval-otlemian Park Sower Improve. DW-00 City d Clovis.CA 1033 Fifth Street,Clovis.CA 93612 Tim Barker 559-297-2356 12' 1.401 2000 WPA Sewer Rehabrkta'aon S244.156 69 Nov-00 City at Issaquah,WA P.O Box 1307.Issa rtuah,WA 98027 T my Nguyen 426,837-3437 B' 6.716 Year 20M Sawa Pipe RohahTiteim S I,OB8,726 64 OLI-00 Unified Sewerage Agency,OR 155 N.First St.,SuB:o 270,HiLsbom.OR 97124 Stow Lampert 503-8463630 6'-12' 12.477 Ciry Wido Sower Main Rehabiitation Project S$200,00D 00 Snp00 lCity o1 Arcta.CA 736 F Street,Arcata,CA 95521 Doby Class 7074325-2173 - 6'-21' 23,406 Leffmon Valley-Horizon rklls Sewer Rehab Sep•00 Washoe County,NV 793D Energy way.Henn.NV 89502 Juan Esparza 775-9r -4600 5'&8- 3.757 Grant Stroot Santary Sower Lining Aug4)0 City d Cabstoga,CA 1232 Wastkngton Street,Calistoga.CA 94515 Jahn Draper 707-942-28M Er 771 Sanitary Pipe Lining•2000 5146.970 00 Aug-OD Ciry d Moscow.ID P.O Boa 92D3,MOSCnw.ID 83843 Dean Weyan 208-883-70.90 B'&10' 3•605 Small Diameter Rehabilitation Project Jun-00 Ciry d or ai Ctn Glendale,AZ 6W9 N 5Bth De•Glendale,AZ B5W1 Gltpim G23-930-.9Fi33 8' 7.000 20DO Senior Rehabilitation Project S313.779 69 Jun-OD ICAy of Lewiston,ID P.O.Box 617. Lewiston,ID 835D1 Moffitt Donlon 20&74rr1316 8' 9.192 Howard Vdlurn Park Sanitary Sower Rehab S157,65666 Apr-00 1ektia x.Beaverton,OR P.O.Sox 500,Beawdm,OR 97077 Md Beriedict 5o3452.7-24Be B'-18' 4.070 Cued In Place Pipe Rehab 24M Mar-W City d Sacramento,CA 1395-35th Avenue.Sacramento,CA 95B22 $re8 Grant 916-264-1413 6'-15 6.191 EC Repair Base Sandary Sewers.Phase 1 $972.567.79 Mar4)0 MDChord Air Ford Base,WA P.O.Box 417B.McChord AFB.WA 98430-0178 Sgt.Benjamin 2,53-982-2532 6'-15, 18,017 Pima County Smal DPamotor Additional Work Mar-OD Pima C iurdy,AZ 201 N Stone Ave,Tucson,AZ 85701 Judy U.cob ` 0-740-2651 B' 2.000 Newton Creek Basin Sewer Leg PrgW Feb-00 Rosetxnrg Urban Sanitary Authority,OR P.O.Box 1185,Roseburg,OR 97470 Ronald Thames 541-672-1551 8'&18' 1.548 Smith Natomas Sowershed Rehab Project Jnn-00 lCounty San Dist.1 of Sarrart onto County,C 827 Seventh St.Sacramento.CA 95814 Chnstoph Dobson 916-875-7123 6'-15 3,411 Wastewater Cdlochon System Improvements Dea99 City of Depoo Bay.OR 570 SE Snell,Deper±Bay,OR 97341 Terry Owings 541-765-2361 8' 2.968 I&1 Sewer Main Repair,Project Nu 99-201 Doc-99 Sanitary Dist No 2 of Corte Madera,CA 300 Tamalpais Drive,Code Madera,CA 94925 David Bracken 415-927-8801 6'-12' 5.796 1999 Sower Lirm Rehab.Project 8 251.5 Aug-99 City d lndino Village.NV 893 Southwood Blvd.Incline Vitlage,NV 89461 Btl1 Ouesnel 702-832-1267 6'-1 B' 3,625 Sewer IrrprowenWd PrOPW Aul}99 City of Kal45pa.MT P.O.Box 1997.Kalispell,MT 59903-1997 Fred Zavodny 406-75&7700 1ff&is, 2.210 Sierra Vista Smal Diammar Rehabiktation JuF99 10fty of Sierra VkgW.AZ 1224 North Ave.Sierra Vista,AZ 8563rr Many Haverty 520.4M-5775 e' 12,5W U=N 8'Sanitary Sewer Force Maur Jur99 City at Millbrae,CA 621 Magnolia Ave.,PAUbrao,CA 94030 Dina Cantpagna 650-259.2374 8' 1.835 Emergency Repair d Sower Now Cty Hal Jun-99 City of#AuaRake Terrace,WA 23204.5B7i Ave W,MriurtL3ke Tenneco,WA Grog Road 426-7M 1161 6'&B' 1219 1997 San hary Sower Main Rehabilitation Aug-96 City d Repai.WA 200 Mil Ave South,Renton.WA SWF55 Mika Bahort 425-277-6206 it 5.545 Downtown Sewer Rohabiltatim Jm-98 City d Hams,OR 101 East Bames,Hines.OR 97738 Bob Santis 541-573-2251 B'-12, 1.993 1998 WPA Sower Rehabilitation Just-98 10ity d Issaquah,WA IP O Box 1307.Issaquah.WA SM27 Tony Nguyen 425-837.3437 B' 2.464 Phase I Wastewater System Improvements-1998 1 Jun-98 City of Nyssa.OR 14 5 3rd Street.Nyt:sa,OR 97913 Soon Nobsker 541-372-2264 w&1ff 1,936 379.045 ro 1.T 4i"4 ow n-jl� US6 t6tuth"d Tlieloll 1 form' atloft mUS a With'tKe bid Bidders name: - Ins i.tuf orm -Technolog ies , Inc-. Bidders address: 702 Spirit 40 Park Drive, Chesterfield, field, MO 63005 Phone number 636-530-8000 Fax number: 636-519-8010 Pipeline rehabilitation process (trade name) bid: Insituform (Choose only one per Section B- "Instructions to Bidders" #12) Attach a letter to this sheet from the manufacturer stating: 1. The installer listed above is factory licensed and trained. 2. SDR thickness supplied (minimum thickness SDR 35) (see Attached Letter) 3. Have the ability and will supply the necessary amount of material within the construction time frame. (see Attached Letter) 4. If CIPP is installed, proof of meeting Section 500-1.4.4. List of three certified laboratories that can perform the required ASTM testing. Laboratory number 1: Name: Ramtech- Laboratories Address: 14104 Orange AvP , Pararnmint- r'A- q n aza Telephone number: 562-633-4824 Contact person: Ron Magey Laboratory number 2: Name: FTI Anament Address: 3400 Investment Blvd, Hayward , CA 94545 Telephone number: 800-377-7768 Contact person: Ed Foreman Laboratory number 3: Name: Hauser Laboratories Address: 4750 NAtiiiiiiR Court .1qQjjth ., Boulder_, CO 80301 Telephone number: 720-406-4805 Contact person: Steve Ferry C-11 Insituform r, Worldwide Pipeline 702 Spirit 40 Park Drive Tel: (636)530-$060 Iechnolog es;Inc. Rehabilitation Chesterfield,MO 63005 Fax:(636)519-8010 www.insituform.com CERTIFICATE To Whom It May Concern.- This is to certify that Insituform Technologies, Inc. is authorized to install Insituform and NuPipe products, supplied by Insituform Technologies, Inc. If you have any questions, please feel free to contact us directly. Sincerely, INSITUFORM TECHNOLOGIES, INC. C�J Joseph A. White Vice President and Chief Financial Officer JAW:lj STATE OF MISSOURI COUNTY OF ST. LOUIS Subscribed and sworn to before me this 8th day of February in the year 2002. 9A JQNFS 4��i Notary Public V =*, � � 7r •* ' NOTARY SEAL • 4 99y `� "'ten Ca!<h •`�'``. ':*,��'v�a.ti - ,)'' r:rl�^,'�'�• _ {J- ui:'_.- - 1 :d S�t+tr - �,4ba`� rra:' *t •�„ BIDDER'S CERTIFICATION* r ' HOUSING AND URBAN DEVELOPMENT ACT OF 1968 AS A.MMENDED IN.1992, SECTION 3 TITLE 24, Code of Federal Regulations, Part 135* Economic Opportunities for Low and Very Low-Income Persons The bidder, under penalty of perjury, certifies that except as noted below, any person associated therewith in the capacity of owner, partner, director, officer, or manager(initial the applicable selections): Will ensure that 10% of all new hires as a result of this project shall meet all requiremnents of Section 3 of CFR Part 135 of the HUD Act of 1968; or OW, Will hire no new employees in conjunction with this project. Will award 10% of its sub-contracts to Section 3 businesses. This certification shall apply to the prime contractor's sub-contracts related to this project. Contractor: �Insituform Technologies , Inc. Contact Person: Anthony W. Hooper , President Contact Phone: 636 80 0 Signed: Anth W. er ,11 President. Date: ADril "Note: The above certification is required by the Department of Housing and Urban Development (24 CFR 135 and Subtitle A et al) and must be submitted by the bidders and proposed sub-contractors only in connection with contracts and subcontracts which are subject to Section 3 of the 1968 Housing and Urban Development Act, as amended in 1992 (HUD). Previous non-compliance with Section 3 could result in disqualification. a C-ix HAUSER7 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 'h inch x 0.235 inches were submitted and identified as InsituformO 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 5011/6 Relative Humidity and 23°C for the 368 day period. Chemical Solution Concentration Nitric acid I Sulfuric acid 5 ASTM Fuel C 100 Vegetable oil I00 Detergent 0.1 Soap 0.1 RESULTS: The results are summarized in Table I 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: ie Krause-Singh Date J. Beasle Section Manager Technician 11 This report applies only to Ine sampfe. or samples, investigated and is not necessarily indicative of the quality or condition of apparenuy idenlica' or similaf products.As a mutual protection td Cl:ents,the public and these Laboratories,this report is subrnmlted and accepted soy the exCtusive 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 adveriiwg or publicity n'alter w.tnost prOr wri!ler aithorization from Hauser Laboratories.This report may be copied only in its entirety. Hauser Laboratories • 4750 Nautilus Ct.So. • Boulder, CO 80301-3240 • www.hauser_com 9 Ph: (800)241-2322 • Ph: (303) 581-0079 • FAX: (303)5$1 0195 � 1 -R November 17, 1999 Test Report No. E9-0544 Page 2 of 4 TABLE 1 SUhBCARY OF FLEXURAL TEST RESULTS Solution Average Retention of Flexural Strength Average Retention of Flexuml Modulus Nitric acid 87 94 Sulfuric acid 87 98 ASTM Fuel C 90 100 Vegetable oil 87 101 Detergent 85 85 Soap 88 F 88 ASTM D5813 80 minimum Requirement T- 1 S ' n November 17, 1999 Test Report No. E9-0544 Page 3 of 4 TABLE 2 DETAILED FLEXURAL PROPERTIES Specimen No. Maximum Flexural Strength Flexural Modulus Tan ent Value %Retention Value %Retention si % 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 Ex osure 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 Ex osure 1 6710 672000 2 6540 711000 3 6530 768000 4 6400 730000 5 7140 75SON 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 100 Std. Dev. 390 37000 4 M 4 November 17, 1999 Test Report No. E9-0544 Page 4 of 4 TABLE 2 CONTINUED Specimen No. Maximum Flexural Strength Flexural Modulus (Tangent) Value %Retention Value % Retention 3i % psi % 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 Avers a 6540 85 633000 85 Std. Dev. 570 19400 Soa Exposure 1 61I0 618000 2 6860 647000 3 6930 688000 4 6780 658000 5 7270 657000 Average 6790 88 654000 89 Std. Dev. 420 25000 CITY OF HUNTINGTON BEACH OLD TOWN SEWER LINING PROJECT PHASE III CASH CONTRACT No. 1180 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 Anthony W. j56oper, President April 2 , 2002 Title S=A-TLE SHANNON asWILSON, INC. A4CrJRAGE GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS =_NV=_R SA:NT LOAS March 27, 2002 Mr. Eugene ZaItsman Insituform Technologies, Inc. 18079 Edison Avenue Chesterfield, Missouri 63005 INSITUFORM CIPP DESIGN DEPARTMENT OF PUBLIC WORKS OLD TOWN SEWER LINING PROJECT—PHASE III HUNTINGTON BEACH, CALIFORNIA Dear Mr. Zaltsman: As requested, we have reviewed your calculations for the design of the Insituform CIPP for the Old Town Sewer Lining Project-Phase III in Huntington Beach, California. Our review is based on the following documents that Insituform provided to us: • Pages E-25 and E-26 of Section 500- Pipeline System Rehabilitation, of the project specifications. • ASTM F1216, Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of Resin Impregnated Tube. • Insituform Engineering Design Guide, Insituform Technologies, Inc. • Insituform pipe design input values and calculated thicknesses prepared by Insituform for the subject project. The design is performed incorporating the parameter values presented in Table 1. We have reviewed you calculations, and believe that the minimum design thicknesses presented in Table 2 meet the requirements set forth in ASTM F1216 and the project specifications for the assumed conditions, which are also listed on the attached table. The CIPP thicknesses were calculated using the Modified AWWA Formula, which uses maximum groundwater and soil depths measured above the crown of the pipe to be rehabilitated. We recommend that design assumptions be checked in the field during construction and that if any discrepancies are noted, we be notified, so that we can recommend a modification to the design if necessary. 2043 WESTPORT CENTER DRIVE 41-1-35355-015 SAINT LOUIS,MISSOURI 63146.3564 314.392.0050 FAX 314.392.0051 Mr. Eugene Zaltsman SHANNON WALSON,INC. March 27, 2002 Page 2 Table 1: CIPP Design Parameter Values Design Parameter Value Flexural Modulus (short-term)__ 400,000 psi Flexural Modulus (long-term) 200,000 psi Flexural Strength 4,000 psi Safety Factor 2 Ovality 2 percent Soil Modulus 1,000 psi Soil Density 120 pef Truck Load AASHTO HS20 16,000 lbs Table 2: Results of CIPP Design Calculations Pipe Depth of Water Soil Depth Minimum Design Diameter i (to invert) (to crown) Thickness i 8 in. 16 ft 19 ft 0.18 in. (4.6 mm) 10 in. 8 ft 14 ft 0.19 in. (4.8 mm) We have appreciated the opportunity to be of service to you on this project. Please call with any questions. Very truly yours, SHANNON & WILSON, INC. Renee A. Guttmann Senior Geotechnical Engineer Q�prCSS10, '-9 Y�G;t v Ctl �. N rri 13 Chris �e1%. s Vice Presi 41-1-35355-015 SHANNON 6WILSON,INC. Mr. Eugene Zaltsman March 27, 2002 Page 3 Attachments: CIPP Thickness Calculations for 8-inch and 10-inch diameter pipe, performed by insituform Technologies, Inc. (2 pages) AJP:RAG:CBG/jlr 41-1-35355-015 p3/18%UG MON 09:6[ FAA fiJda.sutidua 0-�11LQ-UK.r► JAI-L-Lt LEJuu <><><><><><><> INSITUFORMe CIPP DESIGN <>c><><><><><> (as per ASTM F1216) Client: Department of Public Works 03/18/02 Project: Old Town Sewer Lining Project-Phase III Location: Huntington Beach, CA Conduit 1 Condition: Gravity Sewer, Fully Deteriorated 400,000 psi Flexural Modulus s0 % Flexural Modulus Retention to Account for Long-tern Effects 4,000 psi Flexural Strength 2.0 Safety Factor for External Loads 8.00 inches Mean Diameter 7.84 inches Minimum Diameter 2.0 % Ovality 16.00 feet Maximum Extemal Water Head to Invert 19.00 feet Soil Depth at Top of Conduit 120 Ib.lcu.ft. Soil Density 1,000 psi Soil Modulus 19.3 psi Total Earth Loading 16,000 Ibs Live load per AASHTO (includes 1.05 psi HWY surcharge) 0 psi 2025pef RR Live Load(80,000lbs per axle or 320,000lbs per truck) (includes 0.00 psi RR surcharge) Thickness Limitations (inches} 0.1000 Maximum compressive hoop stress 0.1379 Extemal pressure buckling 0.1126 Minimum stiffness limitation, deteriorated conduit 0.1821 Extemal pressure,deteriorated conduit(AWWA) —Minimum Deslan_Tbicjlness s 0.18 Inches 4.6 min DR= 43.9 Mode of Failure: External pressure,deteriorated conduit(AWWA) Long-term Deflection= 1.17% (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. - F . Designed by- Checked by 113/18/02 MON U9: 53 1•A-k 9)sU0,SU6pua i0—iItU► U101 3AVi.II u„ <a<a<><a<a<><> INSITUFORMe CIPP DESIGN c>ca<><><><>c> (as per ASTIIA F1216) Client: Department of Public Works 03/18/02 Project Old Town Sewer Lining Project-Phase III Location: Huntington Beach, CA Conduit 1 Condition: Gravity Sewer, Fully Deteriorated 400,000 psi Flexural Modulus 50 % Flexural Modulus Retention to Account for Long-term Effects 4,000 psi Flexural Strength 2.0 Safety Factor for External Loads 10.00 inches Mean Diameter 9.80 inches Minimum Diameter 2.0 % Ovality 8.00 feet Maximum External Water Head to Invert 14.00 feet Sall Depth at Top of Conduit 120 Ib.lcu.ft. Sall Density 1,000 psi Soil Modulus 14.0 psi Total Earth Loading 18,000 lbs Live load per AASHTO (includes 1.23 psi HWY surcharge) 0 psf 2025psf RR Live Load (80,0001bs per axle or 320,000lbs per truck) (includes 0.00 psi RR surcharge) Thickness Limitations (inches) 0.1000 : Maxdmum compressive hoop stress 0.1373 : External pressure buckling 0.1408 Minimum stiffness limitation,deteriorated conduit 0.1879 External pressure,deteriorated conduit(AWWA) Minimum Deslan Thickness a 0.19 Inches 4.8 mm DR= 53.2 Mode of Failure: External pressure, deteriorated conduit(AWWA) Long-term Deflection= 1.18% (Spangler) Based on Trench Width of 2.5 feet 0.8 motor 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. �F Designed by Checked by Ci CITY OFHUNTINGTON BEACH V192000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK CONNIE BROCKWAY CITY CLERK May 10, 2002 �t2002 To: ZZ Liner, Inc. 539 West 140th Street Gardena CA 90248 Enclosed please find your original bid bond issued by Safeco Insurance Company of America for CC-1180 Old Town Sewer Lining Project Phase III Connie Brockway, CIVIC City Clerk 'Enclosure g:Hollowuplcashconlrelumbidbond.doc — (Telephone:71453E-5227) 1 SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA FIRST NATIONAL INSURANCE COMPANY OF AMERICA SAFECD' HOME OFFICE: SAFECO PLAZA NIA SID BOND KNOW ALL BY THESE PRESENTS,That we, ZZ LINER, INC. of 539 West 140th Street,Gardena,CA 90248 (hereinafter called the Principal), as Principal,and SAFECO INSURANCE COMPANY OF AMFRICA rIft��l� t� r C�s Surety are held and firmly bound unto 2000 Main St, Huntington Beach, CA 92648 (hereinafter called the Obligee)in the pensi sum of Ten percent of amount bid. Dollars($ 10%of Amount Bid } for the payment of which the Principal and'the Surety bind themselves,their heirs, executors, administrators, successors and assigns, jointly and severally,firmly by these presents. THE CONDITION OF THIS OBLIGATION 1S SUCH,That WHEREAS,the Principal has submitted or is about to submit a proposal to the Obligee on a contract for Old Town Sewer Lining Project Phase III NOW, THEREFORE, If the said Contract be timely awarded to the Principal and the Principal shall, within such time as may be specified, enter into the Contract in writing, and give bond, 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 sealed this 25th day of March , 2002 ZZ LINER, INC. (Seal) Prircipa? Li-t!ry-A Ann Armi3 o Witness Chris D. Scarratt, President Title k. Ale—� - f SAFE IN NCE COMP OF AMERICA Lisa L.Th ton Witness By ce Lee Attorney-in-Fact 0 RegWered trademark of SAFECO Corporation. } 4CALIFORNfi4ALL-PURP f SEFACKNOWLED;GMENTi '� Y , State of California County of Los Angeles On March 25, 2002 before me, Martha A. Gonzales, Notary Public, personally appeared Clarice Lee 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 behalf of which the person(s) acted, executed the instrument.. WITNESS my hand and official seal. MARTHA A.GONZALES x X ' •.i: COMM.PUBLIC 323868 x PUBLIC X E�m NOTARY •CALkFARNIA N 2 LOS ANGELE"COUNTY My Camm.Expires Oct.5,20G5 Martha A. Gonzales 1 SAFECO Insurance Company S A F E C O' POWER PO Box 34526 P31 OF ATTORNEY Seattle,WA 98124-1528 No. 6843 KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA,each a Washington corporation,does each hereby - appoint ••'••E.S.ALBRECHT,IR.;C.K.NAKAMURA;LISA L.THORNTON,TRACY ASTON;MARLA PENA;HARRIET LAMBELL;BETTY WALKER;MARINA TAPIA; TOM HRANIGAN;CLARICE LEE;Los Angeles Catifornia•••'••••'••'•••'••"ss....«s.s«r..,.crass.ass..rasss.............................««.«....... its true and lawful attomey(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 16th dayof August 2001 R.A.PIERSON,SECRETARY MIKE M PGAVICCK,PRESIDENT 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 haveauthority to appoint individuals as atiomeys-in-factor under other appropriate tilleswith authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character Issued by the company In the Nurse 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 neoessaryto 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 bythe Secretary or an assistant secretary of the Company setting out, (1) The provisions of Article V.Section 13 of the By-Laws,and (ii) A copy of the power-of-atiomeyappointment.executed pursuentthereto,and (iil) Certifying that said power-of-atiomeyappoiniment 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." I,R.A.Pierson,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 25Ch day of March 2002 f con SEAL SEAL 'C 192 Of NASM ep( Qi. R.A.PIERSON,SECRETARY S-08741SAEF 2101 ®A registered trademark of SAFECO Corporation 8116/01 POF CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT � `S r State of ___California t County of Los Anse]cs r On April 2 2002 before me, Joyce Ann Armi o Notary Public r Data Name and Title of Offiner(e.g.,'Jana Doe.Notary Polio) personally appeared Chris D. Scarratt r� Name(a)of Signer(s) IS personally known to me to be the person(e) whose name(e+islafesubscribed to the within instrument , and acknowledged to me that helms executed the , %� mYcJoYCE ANN ARMIJO. same in hisl#�e�ei-p authorized capacity(iee),and that by �tbon#125" hisAite�signature(s)on the instrument the person(e), � ormn.12101MAPrI2104 Nabypubft Ca�torrdo or the entity upon behalf of which the person(e) acted,executed the instrument. WITNESS my hand and o ' ial sea S Signature of Notary Pudic OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent rhh fraudulent removal and reattachment of this form to another document S; I� Description of Attache_ d Document Title or Type of Document: Document Date: Number of Pages: r. r5 Signer(s) Other Than Named Above: r Capaclty(ies) Claimed by Signer(s) s Signer's Name: Signer's Name: ❑ Individual ❑ Individual Corporate Officer ❑ Corporate Officer r Title(s): Title(s): 7 Partner—-:] Limited [: General ❑ Partner—i'=' Limited C General C Attorney-in-Fact ❑ Attorney-in-Fact C Trustee _' Trustee (5 C Guardian or Conservator - . `.- ElGuardian or Conservator - . `� Chh'' ❑ Other: Top of thumb here E. Other: Top of thumb here Signer Is Representing: Signer Is Representing: S - _ 0 1995 National Notary Association•8236 Rammet Ave.,PO.Box 7184•Canoga Park.CA 91300.7184 Prod.No.5907 Reorder.Calif TOIFFree 1.600.876.6827 ZZ LINER, INC. 539 WEST 14e STREET GARDENA, CA 90248 LICENSE# 669620-A -u CITY of- HUNTINGToN BEACH CITY CLERK'S OFFICE, 2N"FLOOR 2000 MAIN STREET HLJNTTNGTON BEACH, CA 92648 4. BID ENCLOSED OLD TOWN SEWER LINING PROJECT PHASE III BID DATE 04/02/2002 oa 2:00 Pm i� i SECTION C PROPOSAL for the OLD TOWN SEWER LINING PROJECT PHASE III Within an area bounded by ADAMS AVENUE TO THE NORTH, ENGLAND STREET TO THE EAST, FRANKFORT AVENUE TO THE SOUTH AND ALABAMA STREET TO THE WEST, CASH CONTRACT No. 1180 in the CITY OF HtiNTINGTON 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 underi8ned agrees to complete the work within 60 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 overn over extended amounts, and words shall govern over figures. C-1 5 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. ten percent of Accompanying this proposal of bid, find a bidder's bona in the amount of$-bid amountwhich 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: No addendum s were issued.. . Addenda No. Date Received. Bidder's Signature C-2 PROJECT BID SCHEDULE Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 1 l Mobilization of equipment&materials lamp sum r Three_+hvuscand Dollars S 3,000_ S 3,000 Per lump sum 2 1 Traffic Control per Specs. lump sum @ "rwoihousrerd Five hundrrd Dollars S 2,500_ S 2,500 Per lump sum 3 1 Demobilization of equipment&materials lump sum u Tht= +hcusgm Dollars S 3 000 S 3,000_ Per lump sum a 1845 Line 10"host pipe per Specs. 1.f. y Dollars 5 SOD S ffiCan.°D ZQt-p Cents Per If 5 8066 Line 8"host pipe per Specs. 1.t. r T l;C Dollars S - 3Z'00 S Iffi It{2.a Zero Cents Per l.f. 6 295 Re-open sen ice lateral per Specs. I.t: (n 1 1f nib Dollars S 5 _Z3 � Gnus Per 1.f. 7 35 Grind protruding lateral per City requirements. ea. one htirdred Sirh, Mlle Dollars S I1p9.ot S .qrs zero— Cents Per ea. 8 1 Remo%c& Replace Clean-Out per specs. ea. .a: Dollars S 3,0M.60 S _q_M0.00 Mew Cents Per ea. 9 135 Point Repair host pipe per specs.5 to I0-fect deep. 1.f c Dollars S. 2f\%.CO S 2-1'(al 5.� Cents Per Lf. 10 10 Re-connect Scrcice laterals at point repair. ea. r TTy[oht1rrh-ed C-if'i'1l fIVf -- -- Dollars S _ 255.m S 2,550.00 3g� Cents Per ea. Total mount Bid toFigures: ,on _....Total Amount Bid in 'Vords:7hcm..h=drred..ninejjg %r�..� ....Si1.hundr... C-1 s PROJECT BID SCHEDULE Additive Alternate Bid Item(s) Item Estimated Item with unit price Extended N. Quantity written in words Unit Price Amount 5A 713 Line 8"host pipe per Specs. 1.f. r Tlnir#u +Wo Dollars S S2.00 S 22.91(a, ZM1 Q Cents Per Lf Total Additive Alternate Amount Bid in Figures. S 2.2., ,oo Total Additive Alternate Amount Bid in Words: T { ............. ............................................................................. ...... Project Alternatives: The Total Additive Alternate Amount Bid above is an integral part of this proposal, and to be responsive, the bidder shall quote a price for this amount. The City shall award the contract on the basis of the Total Amount bid (shoe.%-n on page C-Is). t C-2s 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 Rems J a C urd"Murct j A I - L-A By submission of this proposal, the Bidder certifies: 1. That he is able to and will perform the balance of all work which is not covered in the above subcontractors listing. 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. . C-3 VO1tiCOLLUSIOr AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of Orange Chris D. Scarratt , being first duly sworn, deposes and says that he or she is President of ZZ LINER, INC. 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. ZZ LINER, INC. Name of Bidder e��_ L Signature of Bidder Chris D. Scarratt, President 539 W. I40th Street, Gardena, CA 90248 Address of Bidder Subscribed and sworn to before me this 1st day of April , 200 2 1aYC AIVM'�M1J0 dft- fVG!Qmrnlsslon# 1 -y PUOIiC-C My COMM. ies C NOTARY PUBLI &�1 AW4� abe n rmij o NOTARY SEAL C4 ` UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the OLD TOWN SEWER LINING PROJECT PHASE III; CC-1180, (1)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows: "Qualified Person: A person who, by reason of experience or instruction, is familiar with the operation to be performed and the hazards involved." The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public utility Commission orders. and State of California Cal-OSHA requirements. The undersigned further promises and agrees that the provisions herein shall be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein. 2z LINER, INC. Contractor By Chris D. Scarratt President Title Date: April 1 . 2002 . 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. G6 COMPENSATION LN- SURANCE 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. ZZ LINER, INC. Contractor V By Chris A. 5carratt President Title Date: April 1, 2002 C-7 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: ZZ LINER, INC. _ Bidder Name 539 West 140th Street Business Address Gardena California 90248 City, State Zip ( 310 ). ,329-81.17_ Telephone Number 669620 Class A State Contractor's License No. and Class December 22. 1992 Original Date Issued April _30, 20Q3 -- Expiration Date The work site was inspected by Chris D. Scarratt of our office on March 30th , 2002 . The following are persons, firms, and corporations having a principal interest in this proposal: NLA 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. Z LIN R INC. Company Name Signature of Bidder Chris D. Scarratt President Printed or Typed Signature Subscribed and sworn to before me this i s t day of _ADri1 _ , 2002 . JOYCE ANN ARMJD ' Cammission# 1255938 'Y PubiTc-CalifOrnla -os Ang e;es County NOTARY PUBLIC My CO�`'�'='res 2t�o4 4of nn Armijo 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: I Please see attached Projects List... 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 U-Liner West and National Liner West divisions of ZZ LINER INC., License no.669620-A 2002 PROFILE JOB# CODE PROJECT NAME&LOCATION _ OWNER and/or GENERAL CONTRACTOR CONTRACT BID _ START COMPLETE - 2002 - — — 182 6 CafTrans-RPV Storm Drain Rehab Colich&Sons,LP for CafTrans Grant Wood 3231770-2920 41/03/02 01/15/02 01l31/02 Rehab appx 160 If -30'CMP wICIPP Lining__ _ 120 So.Spring St,Los Angeles,CA 90012 2131897-3631 183 6 City San Diego-College Area Swr Pipe Replacement Phillips National Inc. Larry Sherry 8581654-4247 12/18/01 Lhab appx 4801f -8'sewer wICIPP Lining —j 9192 Topaz Way,MS 901,San Diego,CA 92123 184 5 Camp Pendleton MCB-Pump SO Repairs SEA PAC Engrg for Dept of Navy D.Metts N687-99-D 01/19/02 02/01/02 02MI02 Rehab 8'&10"sewer pipe w1HDPE Lining Dept of Navy, 1220 Pacific Hwy,San Diego,CA 92132-5190 6443 185 5&6 55hy'of L.A EQ U-279&U-370 Tomovich Construction for City of Los Angeles Hassan Masoud E2002671-85 02/20/02 Rehab 8",10'&12'w/HDPE&893'-15"w/CIPP Lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 2131847-8565 E2003052-64 186 5 City of L.A.EQ U-347 M.Grbavac Construction for City of L.A. Hassan Masoud E2002942-49 02/27/02 Rehab 8'&10'sewer pipe w/HDPE Lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 187 5 City of Huntington Beach-Misc.Swr Lining Phase I City of Huntington Beach Todd Broussard 714/536-5431 CC No. 1178 03/05/02 Rehab 8',10"& 12'w1HDPE Lining 2000 Main Street,Huntington Beach,CA 92648 188 5 City of L.A.EQ U-301 &U-303 Williams Supply for City of Las Angeles Hassan Masoud E2003163-170 03/13/02 Rehab appx 884 if of 8'w/HDPE Lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 2131847-8565 E2003124-130 189 6 Rehab of Dist No.5 Main Trunk County Sanitation Districts of L.A.County Calvin An 31D/638-1161 PO#28077 02/28/02 Rehab appx 152 If of 15-in w1CIPP Lining 1955 Workman Mill Road,Whittier,CA 90601 x-6803 190 5 City of L.A.EQ U-349,U-350&L1-351 John T.Malloy for City of Los Angeles Hassan Masoud 2131847-8565 E-2002761 03f27/02 Rehab appx 9,239'-8'&959'-10' w/HDPE Lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012-4801 Total 9 projects. Average Contract amt: $200,310.04 TOTAL 2002 to date: $1,802,790.40 u2ap-2m2 1=sewer,2=storm drain,3=Water,5=HDPE lining,6=CIPP lining,7=CCTV or mist. Further information will be supplied upon request U-Liner West and National Liner West divisions of ZZ LINER INC., License no. 669620-A 2001 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID START COMPLETE 2001 — 173 5 L.A.County Sanitation-Figueroa St.Relief Trunk Swr Mike Bubalo Const. for L.A.County Sanitation District No.2 3850 08/23/01 Rehab appx 1,298 If of 12-w1HDPE Lining 1955 Workman Mill Rd,Whittier,CA 310/638-1161 x-6308 174 5 Lake Oroville Slate Recreation Area,Butte County Duke Sherwood Contr Inc.for CA Dept Parks/Rec. Robert Thorne 08/31/01 02/01/02 Rehab 3,238'-6'.2.067-B".3,42&-10"&991'-12'wlHDPE:Lining One Capital Mall,#500,Sacramento,CA 95814 7071644-8949 175 6 f City San piego-Sewer Group 539 BRH-Garver Inc,for City of San Diego John Qusar K01067C 09/04/01 02/01/02 Rehab appx 11530 If-24"sewer main w/CIPP Lining 1010 2nd Ave,#500,San Diego,CA 92101 6191533-7443 176 6 FVallejo Sanitation-RDI11 Reduction-Area 5 KJ Woods Construction for Vallejo Sanitation John Ashley 08/09/01 02/01/02 Rehab appx 490 If of 18'with CIPP Lining 450 Ryder st,Vallejo,CA 94590.7217 5411758-0235 ext-3488 177 5 City L.A.Harbor District CSRP Unit 5 Swr Rehab Mike Prlich&Sons Inc. for City of L.A. David Lee SZC 11241 08/23/01 10122/01 12f31101 Rehab appx 1,633 If of 8"with HDPE Lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 2131847-8957 178 5 City San Diego-Sewer Group 2000 Orion Construction for City of San Diego Nabil Batta K02019C 11/02101 Rehab appx 1,208 If-8"sewer main w/HDPE Lining 1010 2nd Ave,#500,San Diego.CA 92101-4998 6191533-5191 179 5 City San Diego-Sewer Group 677 S.C.Valley Engrg,Inc.for City of San Diego K02018C 10104101 Rehab appx 285 If-8"sewer main wfHDPE 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 11/06/01 (Rehab appx 866 If-6"&200 If-8" w/CIPP Lining 8130 Allison Ave,La Mesa,CA 91941-5002 619/667-6611 181 5 City of San Diego Sewer Group 697 Ortiz Corporation John Brito 619/482-4288 K02027C 11/07/01 Rehab appx 9061f-6"w1HDPE Lining P.O.Box 5574,Chula Vista,CA 91912 wo 175331 Total 26 projects. Average Contract amt: $98.709.14 TOTAL 2001 to date: $2.575,414.95 o2-AM-2W2 i=sewer,2=storm drain,3=Water,5=HDPE fining,6=CIPP lining,7=CCTV or misc. Further information will be supplied upon request U-Liner West and National Liner West divisions of ZZ LINER INC'., License no. 669620-A 2001 PROFILE JOB# COD_E PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID START COMPLETE 2001 155 5 City of San Diego Sewer Group 637 Dietrich Corp.for City of San Diego Ed Shoemaker 6191447-4800 K99224C 01103/01 02/15/01 02/28/01 Rehab appx 1161f of 8"by HOPE Lining 600 B Street,Ste 800.San Diego,CA 92101 156 5 Caitrans-San Diego C.A. Rasmussen,Inc. Ron Gaines 619/641-9281 11-048664 01/12/01 02/15/01 02/28/01 Rehab appx 123 If of 8"by HOPE Lining 4628-40th St.,San Diego,CA 92116 157 6 ICity of Redondo Beach.Basin III Sewer Rehab ARA Engineering for City of Redondo Beach Steve Huang 02/01/01 02/05/01 02128/01 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 Cf. Papac Construction Co.,Inc.for City of L.A. SZS11180 02/08/01 03/01/01 03/31/01 (Rehab appx 1461f of 12-inch by CIPP Lining i 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 159 6 City of Compton Alondra BNd.Pavement Rehab Sequel Contractors,Inc.for City of Compton Augustus Ajawara 03/01/01 10/01101 01/31/02 f Rehab appx 3514 If of 8'to 18"with CIPP Lining 205 W.Willowbrook Ave,Compton,CA 90220 3101605-5507 160 5 City of San Diego Sewer Group 489 Pacific Southwest for City of San Diego Alan Navarro 61191533-7482 K01045 02/02/01 needs to be rebid Rehab appx 240 If of 6"with HOPE Lining 600 B Street,Ste 800,San Diego,CA 92101 161 5 City of San Diego-Home Ave. Accel Swr Repair Cal-Southwest for City of San Diego Luis Duenes 858/627-3262 K99263C 03/16/01 11/01/01 02/28/02 Rehab appx 490 If of 6" & 182 If of 8"w1HDPE Lining 600 B Street,Ste 800,San Diego,CA 92101 162 6 -L.A.County Sanit.-Lamanda Park Ext Swr Rehab L.A.County Sanitation Dist#16 Sam Espinoza 562/699-7411 16-08.06-32 03/29/01 In Progress (Rehab 254'-27-,10'-24-,252'-22-,206-18"w/CIPP Lining I 1955 Workman Mill Rd.,Whittier,CA 90607 163 City of San Diego-Sewer Group 660 Cal-Southwest for City of San Diego John Brito 8581713-0533 K20068C 05/01/01 12/15/01 12/31/01 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 8051654-7743 Spec 2001-101 04/25/01 06/15/01 09/30/01 Rehab appx 336 If of 30'Drain w1CIPP Lining __ 501 Poli 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 05/12/01 Rehab appx 1080 If of 8"with HD PE Lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/485-0952 166 6 Ciry L.A.-Sanofre Dr/Casale Dr.Storm Drain Lee Construction Co.for City of L.A Rick 8051522-5195 EXX51409 05/16/01 11/15/01 12131/01 Rehab appx 212 If of 18'Drain w1CIPP Lining ; 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 167 5 Job cancelled 168 6 Artesia Extension Trunk Sewer L.A.County Sanitation District Chuck Boehmke 310/638-1161 06/25/01 09/01/01 09/30/01 (Rehab appx 373 If of 18"VCP w/CIPP Lining 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 6261458-3118 SMDAC0079 07/03/01 11/01/01 02/28/02 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 8181307-1325 Spec no.693 07/17/01 08/01/01 10131/01 Rehab appx 1,5151f of 8"w1HDPE Lining 320 W.Newmark Avenue,Monterey Park,CA 91754 171 5 City of Santa Monica Earthquake Damaged Sewers M.Grbavac Construction for City of Santa Monica (310)458-8721 SP1802 08/06101 Rehab appx 1978 if-8". 1,581 -10",20T-12"wfHDPE 1685 Main Street,Santa Monica,CA 90401 172 7 City of Los Angeles -LA EQ RPR U-276 John T.Malloy,Inc. Justin Malloy 3231780-9941 WO E20024 8 7-0 8/1 6//0 1 In progress CCTV appx 30,000 If of 8"VCP 200 No Spring St,Rm 355,Los Angeles,CA 90012-4801 E2002493 c2-44.-2002 1=sewer,2=storm drain,3=Water,5=HDPE lining,6=CIPP lining,7=CCTV or mist. U-Liner West and National Liner West divisions of ZZ LINER INC., License no.669620-A 2000 PROFILE JOB# CODE_ _ PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID START COMPLETE 2000 — - 143 5 City of L.A.-Hollywood Atwater - SZC11222 05/04/00 cancelled 144 5 cancelled BRH-Garver Inc.for City of San Diego 6191265-0537 cancelled 145 5 City of San Diego-Sewer Group 635 BRH-Garver Inc.for City of San Diego 6191265-0537 K20063C 10/01/00 10/31/00 Rehab aPpx 186 If of 6-in sewer by HOPE Lining 6974 Mission Gorge Road,San Diego CA 92120 WO#173381 146 5 City of L.A.-El Sereno Area Sewer Rehab Vasilj Const.for City of Los Angeles 9091599-2845 SZC11221 03/09/00 02/01/01 02/28/01 Refrab appx 10T If-6`&1094 ff-8"sewer by HOPE Lining 200 No.Spring St.Rm 355,Los Angeles,CA 900 f2 213164 7-6565 147 6 City of L.A.-Figueroa/Wadsworth etc CSRP Tomovich Construction for City of Los Angeles 6261443-3627 SZC11208 08/09/00 03/15/01 04/30/01 !Rehab appx 782 If--84n sewer main by CIPP Lining I 200 No.Spring St,Rm 355,Los Angeles,CA 90012 2131847-8565 148 5 Rancho Palos Verdes-Sail View&Seabreeze Ave. Pacific Heritage Development Homes,Inc. 949/292-4528 16-016-000 07/15/00 08/30/00 Rehab appx 787 If-84n by HOPE Lining 15707 Rockfield Blvd,Ste 255.Irvine,CA 92618 149 7 M iscellaneou s Time and Material jobs Various 12/31/00 150 5 Cather Sewer Rehab for City of San Diego J.G.Pipeline,Inc. Jim Parraga 619/981-2695 Bid K01013 cancelled Job Cancelled P.O.Box 1089,National City.CA 91951 W.O.#174481 151 6 PCH&Daisy,Long Beach Siphon for County Sanitation TL Pavlich Construction,Inc. Tom Pavlich 9091425-8680 10/01/00 11/30/00 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 6191482-4288 Bid K01107 10/19/00 06/01/01 09/30/01 Rehab appx 3,250 If of 8-in swr by HOPE Lining P.O.Box 5574,Chula Vista,CA 91912 153 6 ity San Francisco-Third St.Sewer Improvments Ph III Harty Pipelines Inc. 4151585-6023 CW234 09/28/00 03/01/01 03/31/01 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 01/06/01 01/31/01 Rehab appx 250 If of 6"by HOPE Lining P.O.Box 1747,Brea.CA 92622-1747 0¢atipr-2D02 1=sewer,2=storm drain,3=Water,S=HDPE lining,6=CIPP lining,7=CCTV or misc. Further information will be supplied upon request Total 27 projects. Average Contract amt: $92,484.15 TOTAL 2000 to date: $2,497,072.15 U-Liner West and National Liner West divisions of ZZ LINER INC., License no.66962O-A 2000 PROFILE _JOB# CODE_ PROJECT NAME&LOCATION _ __ OWNER and/or GENERAL CONTRACTOR CONTRACT BID START COMPLETE 2000 — —-- - — 125 6 City of L.A.-Chantilly Stradelia Atlas Underground Co.for City of L.A. H.Loya 9091465-5710 WO E4000277 01/07/00 06/01/00 07f31100 La�px 212'of 3Q',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 01/25/00 07/01/00 08/31/00 Rehab appx 8531f of 10'conc pipe swr rehab by CIPP 1 1955 Workman Mill Road,Whither,CA 90601 127 5 City of L.A.-Emerg Swr Mt.Angeles/Elevado&Evadale M.Grbavac Construction for City of Los Angeles 626/355-1350 SZC11207 01/27/00 03/01/00 03/31/00 rehab appx 187 If-6"&appx 127 If 8'by HDPE Lining 1235 Ramona Rd.,Arcadia,CA 91006 128 5 City of San Diego-Swr Grp 473 Arneta Construction,Inc.,for City of San Diego 02/04/00 03/01/01 03/31/01 rehab appx 272 If of 6'sewer main by HDPE Lining 1215 No.Marshall Ave.,El Cajon,CA 92020 129 5 Holly Hills Colich&Sons for L.A.County 6261458-3118 01/05101 07/31/01 900 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 03/08/00 05/01/01 08/31/00 Rehab appx 4,5551f of 8-in by HDPE lining 900 So.Fremont Ave,Alhambra,CA 91803 Angela George 131 5 L.A.County Public Works-Trancas Zane Sanitary Swrs L.A.County Public Works Angela George 6261458-3118 CC 2022 03/28/00 05/01/01 09/30/00 Rehab appx 7,016 If of 8"&269 If of 10"HDPE lining 900 So.Fremont Ave,Alhambra,CA 91803 132 5&6 L.A.County Public Works-Marina del Rey Sanitary Swrs ' L.A.County Public Works Angela George 6261458-3118 CC 2020 04104/00 11/01/00 03/31/01 Rehab W&10"by HDPE&2,329 If of 12"&15"wICIPP 900 So.Fremont Ave,Alhambra,CA 91803 133 5 City of L.A.-Emerg Swr Russell Ave. M.Grbavac Construction for City of Los Angeles 626/355-1350 SZC11182 04112/00 09115/00 10/31/00 rehab appx 461.0 If of 8"sewer by HDPE Lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 2131847-8565 134 5 City of Los Angeles -Eagle Rock CSRP,Unit 2 Vasilj-Ivanko,Inc.,for City of Los Angeles 9091599-2845 SZC11129 04/26/00 09/15/00 12131/O0 Rehab appx 684 If of 8'swr HDPE lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 2131847-8565 135 5&6 City of Los Angeles -LA EQ RPR U-260 John T.Malloy,Inc.for City of Los Angeles 323/780-9941 WO E2002487-03/28/00 08/01/00 10131/00 Rehab a px1458'-8-in&291'-12-in by HDPE lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 2131847-8565 E2002493 and appx 330 If-184n&appx 397 If.-20-in by CIPP 136 5&6 City of San Diego-Accl Sewer Repl Proj#2 DJF Construction for San Diego County 6191444-1416 K20043C 05/20100 11/01/00 Rehab 6",8"w/HDPE Lining&18":w/CIPP Lining 1010 2nd Ave,Ste 500,San Diego,CA 92121 137 5 City of San Diego-Sewer Group 661 B So Cal Underground for City of San Diego J.Jackson 05/20/00 03101/01 03/31/01 Rehab appx 110 If-6"swr pipe by HDPE lining 1010 2nd Ave,Ste 500,San Diego,CA 92121 138 5 City of San Diego-Sewer Group 663 Foss Environmental Services Robert Russell 619/233-2903 05120/00 11/01/00 01/31/02 Rehab appx 110 If-6'swr pipe by HDPE lining 909 E.Harbor Dr-,San Diego,CA 92101 139 5 CSULB Technology Park-for City of Long Beach Sully-Miller Jaime Gonzalez 7141578-9626 JN 20042C 04/25100 01/06/01 01/31/01 Rehab appx 108 If-8"swr pipe by HDPE lining 909 E.Harbor Dr.,San Diego,CA 92101 140 6 Hollyhills Drain Unit-5--A L.A.County DPW So Cal Underground Ge 619/584-7193 05/20100 07/01/00 09/30/00 Rehab appx 335 If-21"cement B'"swr pipe by CIPP lining 909 E. Harbor Dr.San Diego,CA 92101 141 5 City of Los Angeles -LA EQ RPR U-253 Williams Supply for City of Los Angeles 80 516 54-8 2 0 2 E2002378-2381 03/14/00 06/01/00 11/30/00 Rehab appx 450 If of 8-in swr pipe by HDPE lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 2131847-8565 Add appx 2,752 If-8"&703 If-12" 142 5 City of Mill Valley-2000 Sanitary Sewer Rehab TGH Pipelines Inc. Jerry (415)945-3288 10101/00 12/31/00 Rehab 6-in, 10-in& 12-in by HDPE Lining PO Box 38,Larkspur,CA 94977-0038 U-Liner West and National Liner West divisions of ZZ LINER INC., License no. 669620-A 1999 PROFILE JOB# CODE PROJECT NAME&LOCATION - -_ OWNER and/or GENERAL_CONTRACTOR CONTRACT BID START COMPLETE 1999 119 5 City of Los Angeles -Hollywood Area Swr Unit 1 Prkacin Co.for City of L.A. 9491495-4849 WO SZC11135 11/10/99 02/01/01 D4/30101 Rehab appx 2679'-8"& 1712'-6"pipe by HDPE lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 2131847-8565 120 5 City of Los Angeles-Lowry Street Emerg Sewer Rpr Clarke Contracting for City of Santa Monica,Ca 310/542-7724 10/15/99 11/01/99 Rehab appx 154 If of 6-in pipe by HDPE Lining 4646 Manhattan Beach BI,Lawndale,CA 90260 121 5 San Diego County Wtr Auth-Sewer Group 638 DJF Construction for San Diego County 619/6824100 K20023C 05/01/00 06/30/00 Rehab appx 520'-8"&400'-6'pipe by HDPE lining 3211 Fifth Avenue,San Diego,CA 92103-5718 122 6 ICtty of Los Angeles-Marquez Right of way Colich&Sons for City of L.A. 3231770-2920 WO SZS11151 02/01/00 05/31/00 Rehab appx 260 If of 42-in pipe by CIPP Lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 2131847-8565 123 5 L.A.Zoo-Red Apes of the Rainforest Project#572 S.J.Amoroso Const.-Keith Speer 323/906-1523 572 01/01/00 01/31/00 Rehab appx 280 If of 10'&12"pipe by HDPE Lining 275 E.Baker Street,Ste B.Costa Mesa,CA 92626 124 5 City of L.A.Emerg Swr Rpr-Pacific Palisades M.Grbavac Construction for City of Los Angeles 6261355-1350 WO SZS11207 12/23/99 12/24/99 12/31/99 Rehab appx 1382'-8'pipe by HDPE lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 2131847-8565 o2-Aw-2= 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: $5,945,354.02 U-Liner West and National Liner West divisions of ZZ LINER INC., License no.669620-A 1999 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID uSTART COMPLETE 101 6 City of Manhattan Beach-Swr Reconstruction Proj I Colich&Sons for City of Manhattan Beach 1998-1999 01/31/00 Rehab 1,005 LF of 6'&8"sewer pipe by CIPP lining 547 W.140th St,Gardena.CA 90248 Ted Polich 323/770-2920 102 5 City of Hermosa Beach-Swer Rehab on PCH/Gould City of Hermosa Beach 05/31/00 Rehab 400 If of 8'sewer pipe by HDPE lining 1315 Valley Drive,Hermosa Beach,CA 90254 3101318-0239 103 6 ICity of Tijuana,Mexico-Sutuciones Sublerraneas J&R Fernandez Carlos Torres 011-526-649-9794 103-1 01/31100 Rehab appx 885-18'&370'-12'sewer by CIPP lining 245 No.Mountain View Ave.,Pomona,CA 91767 9091629.7279 104 5 City of Los Angeles -Mercury Ave Swr Rehab G.Grbavac Construction for L.A.Public Works 626/442-2356 W.O E2000951 08/17/99 04/15/01 05n1100 Rehab 2,060 If of 6'and 8"sewer pipe by HDPE lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 2131847-8565 105 5 City of Los Angeles -LA EQ RPR U-235 G.Grbavac Construction for L.A.Public Works 6261442-2356 07/13/99 11/01/99 01/31/00 Rehab appx 1,750 If of 15'sewer pipe by HDPE lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 106 5 Elsinore Valley Muni Wtr Dist.-Canyon Lake Relining Den$oer Engrg&Const.for EVMWD 760/327-2200 07/13/99 11/15/99 12/31199 Rehab appx 161':6"& 1226':8"swr pipe/HDPE lining 68-175 Berros Court,Cathedral City,CA 92234 107 5 City of Los Angeles -LA EQ RPR U-245 G.Grbavac Construction for L.A.Public Works 6261442.2356 W.O E2002301 08/17/99 09/15/99 10131M Rehab 918.6 If of 8-in swr pipe by HDPE lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 to E2002305 108 5 City of Los Angeles -Eagle Rock Area M.Grbavac Construction for City of Los Angeles 6 2613 5 5-1 3 50 WO SZC11133 08/01/00 10/31/00 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 109 5 City of San Diego-Sewer Group 615 Cal-Southwest for City of San Diego Jahn Brito 6 1 91586-92 9 3 Swr Grp 615 09/15/00 10/31/00 Rehab appx 1,091 If-8"swr pipe by HDPE lining 8996 Miramar Rd.,#210.San Diego,CA 92126 110 5 City of Los Angeles -LA EQ RPR U-255&U-263 M.Grbavac Construction for City of Los Angeles 626/355-1350 F2002424 to 08/01/00 08/31/00 Rehab 728':8'&336':12"swr pipe by HDPE lining 200 No.Spring St.Rm 355,Los Angeles,CA 90012 2131847-8565 E2002435 111 5 City of Los Angeles -LA EQ RPR U-231 Williams Supply for City of Los Angeles 805/654-8202 E2002168 01/06/00 01131/00 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 112 5 City of Los Angeles -Eagle Rock CSRP,Unit 3 Williams Supply for City of Los Angeles 805/654-8202 WO SZC11130 02/01/00 04/30/00 Rehab 356'-15'/49T-12"11140'-8"swr HDPE lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 2131847-8565 113 5 So,Inglewood-Orange Ave.Trunk Swr Extension No.2 L.A.County Sanitation District, No.5 562/699-7411 Ext#2 01/05/00 03/31/00 Rehab apex 2,420'-10"/258'-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 11/15/99 12/31M Rehab appx 1,060 If of 8-in swr pipe by HDPE lining 200 No,Spring St,Rm 355,Los Angeles,CA 90012 2131847-8565 115 5 Chalon Road Storm Drain Repair Colich&Sons for City of L.A. 3231770-2920 12/01/99 12/31/99 Rehab appx 74 If of 12-in swr pipe by HDPE lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 116 6 Icily of El Cajon-Petree St&Pierce SL Easement Bert W.Salas Inc. 6191502-7711 12101/99 03/31/00 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.AA 949/495-4849 EQ Rpr U240 03/15/00 04/30/00 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 118 5 City of Los Angeles -LA EQ RPR U-216 Prkacin Co.for City of L.A. 949/495-4549 E2002064 to 11/09/99 11/01100 01/31/01 Rehab appx 3002'-8-in by HDPE lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 2131847-8565 E2002074 Add aPpx 1,244 If of 8-in per City U-Liner West and National Liner West divisions of ZZ LINER INC., License no. 669620-A 1999 PROFILE JOB# CODE_ PROJECT NAME&LOCATION _ OWNER and/or GENERAL CONTRACTOR CONTRACT BID START COMPLETE 84 5,6 L.A.Earthquake Repair SWRS U-221 M.Grbavac Construction for City of Los Angeles 6261355-1350 07/31/99 City of Los Angeles 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213847-8565 85 5,6 Basin III Sewer Lining Project,no.7545 City of Redondo Beach Steve Huang 3 1 013 1 8-066 1 #7545 06/30/99 City of Redondo Beach 415 Diamond Street,Redondo Beach,CA 90277 86 6 5,456 If-15'and 216 If-18"CIPP Lining -1 Cal-Southwest for City of San Diego Jihad Sleiman 174911 12/31/99 Chollas Valley Trunk Sewer Ph.l, San Diego J 1010 2nd St,Ste 500,San Diego,CA 92121 6191533-5154 87 6 °3,510 If-12'and 2,574-18-CIPP — Clarke Contracting for City of Santa Monica,Ca 3101542-7724 Proj.7&7A 12/31/99 IRpr Equake 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 07/30M Mid-City area of Los Angeles P99-025 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/347-8565 2047 89 5,6 1982If-8-1318 If-12"/650 If-15-CIPP/12,028118'HDPE City of Chino Nabil Kassih 909/627-4577 x-366 E99-79 07130M City of Chino Sewer Improvements FY 1998-1999 13220 Central Ave.,Chino,CA 91710 90 5 City of Buena Park City of Buena Park Chris Ludlum 7141562-3500 PO#100012 07/30/99 Lining of Existing Swr Mains 1998-1999 various 6650 Beach Blvd,Buena Park,CA 90620 91 5 L.A.County Public Works-91st St.Sanitary Sewers L.A.County Public Works 6261458-3118 12/30/99 Rehab appx 13,645'-8-in 12,500'-15-in HDPE lining 900 So.Fremont Ave,Alhambra,CA 91803 92 5 City of Los Angeles L.A EQ-228 Tomovich Construction for City of Los Angeles 626/443-3627 E2002148 to 02/28/00 Rehab appx 4,500 If of 8'& 10"HDPE lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 2131847-8565 E2002154 93 5 City of L.A.-Slauson Ave&Hiilcrest Dr. Tomovich Construction for City of Los Angeles 6261443-3627 E2000952 09/30/99 Rehab 490 If-10-in by HDPE lining 200 No Spring St,Rm 355.Los Angeles,CA 90012 213/847-8565 94 5 City of San Clemente City of San Clemente Gary Voborsky 949/498-2533 19603 08/31199 Boys and Girls Club Sewer Rehab 910 Calle Negocio,San Clemente,CA 92673 95 5 City of Los Angeles Bridle Trail Sewer Rehab City of Los Angeles C.Bernard Galpin/Kiran Vasa 2 1 3184 7-8 850 E2000199 12/31/99 Rehab appx 3,871 If-8-in by HDPE lining 433 So.Spring St,Ste.600,Los Angeles,CA 90013 96 5 City of Los Angeles -NOS Vanowen St Swr Rehab City of Los Angeles C.Bemard Galpin/Kiran Vasa 2131847-BM E2001544 0551/00 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 I Broadway Sewer Rehab,Ph 1 Valley Crest Landscape Contractors for City L.A. 8181834-1000 E6000514 03/31/00 Rehab appx 1,257 If-12'&508 If-10'HDPE lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 &E2002411 98 6 (City of Rialto City of Rialto Bruce Cluff 9091820-2530 Proj#555 08/30/00 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 12/31/00 Rehab 500 If of 6'sewer pipe by HDPE lining 1010 100 5 City of San Diego-Group 634 Swr Main Replacement Cal-Southwest for City of San Diego John Bnto 619/586-9293 K99242C 12/31/99 Rehab 1.116 If of 6"and 8'sewer pipe by HDPE lining 8996 Miramar Rd..4210,San Diego,CA 92126 U-Liner West and National Liner West divisions of M LINER INC., License no. 669620-A 1998 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID START COMPLETE -- -- — - ............ — 1998 69 5 Engle&Co Metal Processors Engle&Co.Metal Processors Paul Segal. 213/589-8111 04/30/98 Las Angeles Plant 8440 So.Alameda Street,Los Angeles,CA 90001 70 6 �14,000 If of 8'to 15'CIPP , Colich&Sons for USAF,Sgt McLaughlin 8051734-8232 x68437 01/31/99 IVandenburg AFB,Vandenburg,CA ` 547 W. 140th Street,Gardena,CA 90248 71 5 Hon Industries Hon Industries 3191262-7565 05/31/98 Los Angeles Plant 505 Ford Ave.,Muscatine,to 52761 72 5 Victorville Prisons Bali Construction for Victorville Prisons 818/442-8003 05131M Victorville,CA P.O.Box 3095,So.El Monte,CA 91733 73 5.6 'San Diego Group 529 272 If-30"CIPP Dietrich Corp.for City of San Diego Ed Shoemaker 619/447-4800 02/28/99 Buchanan Canyon —_ 1243 Greenfield Drive,Suite H.El Cajon,CA 92021 74 C&S-Beacon St I 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 07/31/00 Earthquake Repair -Damaged Sewers,Bid 993 2368 Eastman Ave.,Ste 2,Ventura,CA 93003 78 5.6 City of National City Storm Drain Rehab City of National City 6191336-4200 Spec 98-3 0750199 Rehab 1243 National City Blvd,National City,CA 91950 79 6 704 if-18"and 282 If-24"CIPP I City of San Clemente Ben Parker 949/498-2533 01/31/99 Storm Drain Rehab Proj,San Clemente,CA J 910 Calle Negocio,San Clemente,CA 92673 80 6 270 If of 18"CIPP Harty Pipelines,Inc.for City of San Francisco 02/28/99 Pine/Delancy St. #CW-121,San Francisco,CA 4085 19th Ave.,San Francisco,CA 94132 81 5 Whitley Terrace G.Grbavac Construction for L.A.Public Works 626/442-2356 P98-113 02/28/99 City of Los Angeles 200 No.Spring St,Rm 355,Los Angeles,CA 90012 2131847-8565 82 5 City of Burbank,Ph III,Bid no, 1001 Williams Supply for City of Burbank 8051654-8202 07/31/00 Rehab appx 47,035 If of 8-in HDPE lining 2368 Eastman Ave.,Ste 2,Ventura,CA 93003 83 5 City of Oakland 3,136 If-8"HDPE Lining D'Arcy&Harty Construction,Inc.for City of Oakland 415/822-5200 C-70810 10/31/99 #C70810 Shepherd Cyn/Snake/Saroni/Robles 1300 Carroll Avenue,San Francisco,CA 94124 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 U-Liner West and National Liner West divisions of ZZ LINER INC., License no. 669620-A 1997 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID START COMPLETE 1997 52 Seaside&Linden,Long Beach City of Long Beach- Water Dept. #703000 08/31/97 Repair Storm Drain 1800 E.Wardlow,Long Beach,Ca. 53 2.5 Wilmington U13&U14 Sewer Rehab. City of Los Angeles 2 1 3184 7-63 2 7 C-95505 04/30/98 Wilmington U16A Concrete Sewer Replacment 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 54 3.5 Sewer and Water Group Job 618 City of San Diego Saeed Askari 619/627-3263 04130/96 Spec.6802 1010 Second Ave. #500,San Diego,CA 92101 55 1,5 Sewer Rehabilitation City of Compton A.Ajawara 3101605-5507 SEW/C97-004 10/30/97 4836 LF 8"and 6'HDPE pipe lining 205 South Willowbrook Ave,Compton,CA 90220. 56 5 Sanitary Sewer Improvements in City of Simi Valley John Behjan 8051583-6404 SV 97-26 08/30/97 Rancho Santa Susama Community Park 2929 Tapo Canyon Road,Simi Valley 93063 57 1,5 North Harbor Unit 1 Sewer Rehabilitation City of Los Angeles 213/847-6327 #C-95606 04/30/98 164th&Vermont W.O.E2000858 600 S.Spring St.,Los Angeles 5634 LF lining,255 LF replacement 58 5 Sewer Rehab-Group 645 City of San Diego - Mahmoud Oriqat 6 1 91624-3262 W.O.#173101 03/30/99 9485 Aero Drive,San Diego,CA 92123 59 5 Sanitary Sewer Rehab City of Monterey Park 818/307-1346 Req 42-PU 10/31/97 Casuda Canyon Drive&Corporate Center Dr. 320 W.Newmark Avenue,Monterey Park,CA 91754 60 5 L.A.Earthquake EQ U-206 Colich&Sons for City of L.A. 2131770-2920 04130/98 South Los Angeles,CA 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 61 5 San Diego Group 622 Ortiz Corporation for the City of San Diego 6191482-4288 07/30/98 P.O.Box 5574,Chula Vista,CA 91912 62 5 Whittier Boulevard,et at Sanitary Sewer County of L.A,Public Works Daniel Heald 6261458-3122 Cash#1955 01/30/98 Cash Contract no. 1955 P.O.Box 1460,Alhambra,CA 91802-1460 63 5 job cancelled cancelled 64 5 L.A.Earthquake Repair U-215 Colich&Sons for City of L.A. 2131770-2920 05/30/98 West L.A.-La Cienega 200 No.Spring St,Rm 355,Los Angeles,CA 90012 2131847-8565 65 5 L.A.Earthquake Repair U-222 Tomovich&Assoc.for the City of L.A.D.P.W. 6261443-3627 05/30/98 Sherman Oaks 200 No.Spring St,Rm 355,Los Angeles,CA 90012 2131847-8565 66 5 L.A.Earthquake Repair U-217 Rondeau/Phelps JV for the City of L.A D.P.W. 5101577-6740 06/30/98 North L.A.-Arleta 200 No.Spring St.Rm 355,Los Angeles,CA 90012 213/847-8565 67 5 L.A.Earthquake Repair U-214 Williams Supply for City of L.A.D.P.W. 805/654-8202 06/30/98 LA.-Los Feliz Area 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 68 5 L.A.Earthquake Repair U-195 Williams Supply for the City of L.A.D.P.W. 805/654-8202 07/30/98 L.A.-Sunset&Western 200 No.Spring St,Rm 355.Los Angeles,CA 90012 2131847-8565 Total 16 projects. Average Contract amt: $278,724.25 TOTAL 1997: $4.459.588.00 U-Liner West and National Liner West divisions of ZZ LINER INC:., License no.669620-A . 1996 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID START COMPLETE 1996 42 5 Sewer Group 76 Suncoast Pipeline Inc.(for City of San Diego) #1045-2 04/30/97 San Diego 6643 Convoy St.,San Diego,Ca. 619/495-0580 44 5 1995 Lang Beach Rehabilitation City of Long Beach-Water Dept. #ND-2075 09/30/96 1800 E.Wardlow,Long Beach,Ca. 45 5 Phase V Sanitary Sewer Rehabilitation City of Palo Alto - Silvia Santos #37763 11/30/97 250 Hamilton Ave,Palo Alto,CA 94303 Palo Alto,Ca.94303 415/329-2471 46 5 Palos Verdes Colich&Sons(for City of Palos Verdes) Emergency Repair 547 W. 140th Street Gardena,Ca.90248 2131770-2920 47 5 Eagle Rock Sewer Rehabilitation City of Los Angeles 213/347-6327 200 No.Spring St,Rm 355.Los Angeles,CA 90012 2131847-8565 48 5 1995-96 Sewer Main Replacement Andes Construction(for Redwood City) Dan Mayorga 111.30196 Redwood City 5305 E. 12th St.,Oakland,Ca.94601 5101536-7832 6'sewer in backyard easements 49 5 Sewer Group 72 City of San Diego -Saeed Askari 619/627-3263 05131/97 6"&8"sewer lines in canyons 9485 Aero Drive,San Diego,CA 92123 50 5 Sewer Group 80 City of San Diego -Saeed Ashari #287256 05/31/97 6"&8'sewer lines in canyons 9485 Aero Dr.,San Diego,CA 92123 619/627-3263 51 5 Swain Land Andes Construction(for City of Oakland) #C61210 03/31/97 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 U-Liner West and National Liner West divisions of ZZ LINER INC., License no. 669620-A ' 1995 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID START COMPLETE 1995 25 5 Goodrich Blvd.Sanitary Sewers County of Los Angeles #CM30170 01/31/95 ACOP No.29 Commerce 900 S.Fremont,Alhambra,CA 26 5 Broadway Sewer Replacement Project City of Los Angeles 2 1 3184 7-6 3 2 7 #C-91185 93rd&Colden 200 No.Spring St,Rm 355,Los Angeles,CA 90012 2131847-8565 27 5 Sanitary Sewer Rehab. 1994 Bayshore Sanitary District 02/28/95 San Mateo 36 Industrial Way,Brisbane,CA 94005 28 5 Sewer Rehab.C52230&52240 Andes Construction(fur City of Oakland) 09/30/96 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 11/30/95 City of Santa Barbara Public Works 721 Carpenteria St., Santa Barbara 31 5 Coated Steel Tank Continental Maritime of San Diego 12/31/94 1995 Bay Front,San Diego, CA 92113 33 5 MTD Unit 1 Los Angeles Engineering East Compton Creek Huntington Beach 4134 Temple City Blvd,Rosemead,CA 91T70 34 5 Emergency repair City of Lang Beach -Water Dept. 1800 Wardlow Rd., Long Beach 35 5 Emergency Sewer Repair City of San Gabriel PO 5476 03/31/95 San Gabriel 532 W.Mission Dr„San Gabriel,Ca. 36 5 Request Street Manhole Rehab. Valley Sanitary District 619/347-9979 N018-95 Indio 45-500 Van Buren,Indio,Ca.92201 37 5 San Jose Rehabilitation 4th Street Sani- M&G Construction(for City of San Jose) 12J31196 tary Sewer 3 Heather Way,Larkspur,CA 94939 38 5 Emergency sewer repair City of Long Beach -Water Dept. PO#67014-95 05/31/95 1800 Wardlow Rd., Long Beach 39 5 Altawood Drain County of Los Angeles Kell!Smith 05/31/95 Altadena 900 So.Fremont,Alhambra,Ca. 40 5 Project C52230 Andes Construction(for City of Oakland) 01/31/96 Oakland 5305 E. 12th Street,Oakland,Ca.94602 41 5 Phase IV Sanitary Sewer Rehabilitation City of Palo Alto #C5074899 08/31/96 250 Hamilton Ave.,Palo Alto,Ca.94303 Total 15 projects. Average Contract amt:$167.678 TOTAL 1995: $2.515.170.00 U-Liner West and National Liner West divisions of ZZ LINER INC., License no.669620-A 1994 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID START COMPLETE 1994 12 City of San Diego-Public Works #42703 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 0228/95 WD 23-94 1800 Wardlow Rd., Long Beach 15 5 Sewer Group 492 City of San Diego 05/31/95 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 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.) Los Arabis Dr.,LaFayelte 555 Exchange Court Livermore,Ca.94550 5101373-8370 18 5 8'sewer lining for County of Los Milan Grbavac Const.Co.,Inc.. 07131/94 Angeles Public Works Project P.O.Box 660219,Arcadia,Ca.91106 19 5 Sewer Main Relining SP1383 Colich&Sons(for City of Santa Monica) 10/31/95 Santa Monica 547 W. 140th Street,Gardena,Ca. 90248 2131770-2920 20 5 Emergency Repair 6'sump line City of Long Beach -Water Dept. 10/31/95 1800 Wardlow Rd., Long Beach 21 5 Project P:096 Cox Construction(for Naval Air Station) #941631-1 08/31/96 Naval Air Station-San Diego 3170 Scott St.,Vista,Ca.92083 619f727-9020 22 5 Group 72A City of San Diego 10/31/95 Mission hills 1010 Second Ave. #500 San Diego,Ca.92101 23 5 Casita Way Sewer Rehabilitation J F Pacific Liners(for City of Sacramento) 11/30/94 Sacramento 70 Union Way,Vacaville,Ca.95687 Line 13 manholes 24 5 #E2000397 Clyde Ave.Sewer Rehab. Mike Prlich&Sons(for City of Los Angeles) 12/31/95 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 $2.356,260.00 U-Liner West and National Liner West divisions of ZZ LINER INC., License no. 669620-A 1993 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR _ CONTRACT BID _START COMPLETE 1993 1 5 Vermont Ave. Sanitary Sewer Colich&Sons(for County of Las Angeles) 04/01/93 10/30/93 Phase It Los Angeles 200 No.Spring St,Rm 355,Los Angeles,CA 90012 2131847-8565 213/770-2920 2 5 Atwater District Mainline Sewer Colic &Sons(for City of Los Angeles) 08/01193 08131/93 200 No.Spring St,Rm 355.Los Angeles,CA 90012 213/847-8565 2 1 317 70-292 0 3 5 Sewer Rehab.&Repair National City 05/01/93 10/31/93 Proj.93-10 CIP 2013 1243 National City Blvd. National City,Ca. 4 5 Line 8'pipe F&A Dairy of Calif.Inc. Private 12/31/93 691 Inyo Street(P.O.Box 578) Newman,Ca.95860 5 5 Rehab.6'sewer line Bakersfield Public Works Dept. 12/31/93 Westchester Area 1501 Truxton Ave. Bakersfield,Ca.93301 805/326-3724 6 5 Second Street Bridge City of Long Beach -Water Dept. WD-1961 12/31/93 Sewer Force Main Rehabilitation 1800 Wardlow Rd. Long Beach,Ca. 7 5 East 16th Street Water Main Improve. Mesa Consolidated Water District MC 1324 12/31/93 Costa Mesa 1965 Placentia Ave. Costa Mesa,Ca.92628 8 5 High School Sewer Line Rehab. City of Grass Valley #93-24 125 E.Main Street,Grass Valley,CA 95945 9 5 Wolf Creek Sewer Rehab 49 City of Grass Valley #93-38 125 E.Main Street Grass Valley,Ca.95945 11 5 Sewer Rehabilitation Tierra Construction(for City of Santa Barbara) #6111 Santa Barbara P.O.Box 1719 Goleta,Ca.93116 Total 11 projects: Average contract amt: $136,781 TOTAL 1993 $1,504,589.50 The following information must be returned with the bid Bidder's name: ZZ LINER. INC. Bidder's address: 539 West 140th Street, Gardena, CA 90Z48 Phone number: 310/329-8717 Fax number: 310/329-0981 Pipeline rehabilitation process (trade name) bid: U-LINER (Choose only one per Section B- "Instructions to Bidders" #12) Attach a letter to this sheet from the manufacturer stating: 1. The installer listed above is factory licensed and trained. Please see the attached letter... 2. SDR thickness supplied (minimum thickness SDR 35) Yes, the minimum thickness will be supplied.. . 3. Have the ability- ,and- will :-supply the necessary amount of - material within the Construction time frame. Yes, our supplier has the ability and will supply the cess� t t ial within the construction time frame. 4. If CIPP is installed, proof 0 eetin SS c�ion � 0 . N/A - U-LINER will be used. .. List of three certified laboratories that can perform the required ASTM testing. Laboratory number 1: Name: HTS, Inc. Address: 416 Pickering Street Houston Telephone number: 713/692-8373 , Contact person: Larry McMichael Laboratory number 2: Name: Ramtech Address: Telephone number: 562/633-4824 Contact person: Dave Macey Laboratory number 3: Name: CRT Laboratories Address: 1680 N. Main Orange, CA Telephone number: 714/283-2032 Contact person: Kin Leienneu C-1 I TM am Pipeline March 11, 1999 To Whom It May Concern: This is to certify that CSR Pipeline Systems/Pipe Liners, Inc., the owner of the U-Liner'pipe rehabilitation system,has licensed U-Liner West, Inc. as the exclusive installer of U-Liner for the state of California. U-Liner West,Inc. has fulfilled all of the necessary training and requirements and is further certified to be proficient in the installation of U-Liner. Sincerely, Richard L.Jakovac Vice President Sales and Marketing RLJ:mch 16701 Gretnspoint Park ©rive,Suite 350,P.O.Box 60297,Houston,Texas 77205-0297 Business:(281) 872-3500,Fax:(281) 423-2483 CITY OF LOS ANGELES BISARD OF PUBLIC WORKS 3EPARTMENT CF MEMBERS CALIFORNIA PUBLIC WORKS ELLEN STEIN BUREAU OF PRESIDENT '1 • ENGINEERING VALERIE LYNNE SHAW VICE-PRESIDENT THO.IAS K.OCNNE.R M.E.-RED-MART:NEZ C:TY S%GINEER PRESICE'4r PRO-TEm T H Tot A.BURN haED 650 SOU SPRING ST..SUITE MAR;BELMARIN RICHARD J. RIORDAN LOSANGEL_3.Cag00>-:g:: ..,. MAYOR C E i V E G JAMES S A GI SCY RROVES�, �P. January 7, 1999 t999 i � Chris SCarratC JA�� U-Liner :-lest P.O.: Joss 225 il. Third Street, Suite E �— Long Beach, CA 90802 -------- —�— Dear Mr. Scarratt: Re: U-Liner Sewer Chemical Resistance Tests ' W.O. BDO01460 This su.Tnzarizes SSPWC 210-2 .3 . 3 tests performed by our General Services Tescing Laboratory. We are attaching Lab Report No. 99-514-38, da!nd December 15, 1998 , for ,your use. The "U-Liner" pipe material us n :he Novacor =HD-2007-H resin performed well and has qualified for use in City of Los Angeles sewers on a trial basis . The trial demonstration _e_iod will end once the installed product is shown to routinely achieve :he properties of the test coupons . 1) Weight change: Passed. 2) Retention of Hardness : Passed. 3 ) Retention of Tensile Strength: Passed. 4 ) Retention of Elongation: Marginal, some reac4icn to 5% hydroxide and 1% bleach. If you have any questions , please contact Hugh Lee at (213) 847-8_=7 . Ci nrcrpll� THOMAS K. CONNER Ci E give r by C1 W. Robins, Engineer of D gn Structural & Geotechnical Engineering TV:: j R: =L hI 'uliner12 rzp6 Attachments (Lab No. 99-514-38) cc : K. Ning, General Services - M/S 540 w/out attach. W. Shioji, CSED - M/S 538 w/out attach. AODRES3 ALL COMMUNICAT Cti3 'O TyE CITY ENGINEER , BIDDER'S CERTIFICATION* HOUSING AND URBAN DEVELOPMENT ACT OF 1968 AS AMMENDED IN 1992, SECTION 3 TITLE 24, Code of Federal Regulations, Part 135* Economic Opportunities for Low and Very Low-Income Persons - The bidder, under penalty of perjury, certifies that except as noted below, any person associated therewith in the capacity of owner, partner, director, officer, or manager(initial the applicable selections): _ Will ensure that 10% of all new hires as a result of this project shall meet all requiremnents of Section 3 of CFR Part 135 of the HUD Act of 1968; or Will hire no new employees in conjunction with this project. Will award 10%of its sub-contracts to Section 3 businesses. This certification shall apply to the prime contractor's sub-contracts related to this project. Contractor: zz LINER INC. Contact Person: Chris D. 5carrattPresident Contact Phone: 310 329-8717 Signed: Date: April 1, 2002 *Note: The above certification is required by the Department of Housing and Urban Development (24 CFR 135 and Subtitle A et al) and must be submitted by the bidders and proposed sub-contractors only in connection with contracts and subcontracts which are subject to Section 3 of the 1968 Housing and Urban Development Act, as amended in 1992 (HUD). Previous non-compliance with Section 3 could result in disqualification. C-12 19,-,)UnLINE1t U-Liner Structural Calculations VERSION 2.2 srtri000 Date: 04/01/02 Designer: [Wayne Lon i -Liner ID No. Project: Old Town Sewer Lt-nina Project - Phase III Location: Huntington Beach, CA U-Liner licensee: LLLiner West Design Aftemate: LALiner Existing Pipe. Site and Liner Desk in Information Pipe Diameter n 8 Inches Burial Depth= 20 feet Groundwater Deptha 15.0 feet Above Pipe Invert Unit Soil Weight= 120 pat E a(Lony Term Modulus) 41.800 psi Es SOIL MODULUS a 1000 psi (Es ranges from 700 psi to 2000 psi 1 Pipeline Ovality a 2.00 % (Enter anticipated ovaiity of the exisrirq pipe) LL(Enter 1A or 3) 1 ILive Load sAASWO NS-20(1);RR(2i;Airport(3) U-Liner Design Summary .. I Selected U-Liner DR for Installation 2B (Nomnal)U-Liner Wall Thickness 0.308 inches (nominal) Minimum Wall thickness for Buckling 0.182 inches is ;'R greater:ha- Minimum DR based on Buckling 43.96 25.0 cr: Calculated Estimated Liner Deflection 0.578 % Minimum vs. Actual Wall Area 0.018 0.308 Calculated Wall Strain 1.07 % Hydraulic Efficiency(% 1 102.78 % U-Liner Design Page 1 Live Load 0 Lives Load-AASHTO HS-20(1);RR(2):Airport(3) 0.00 PSI Dead Load-Marston Earth Load 2.14 PSI Hydrostatic Load-(62.0 Groundwater)1 144- 0.50 PSI Taal Load-Earth Load+Hydrostatic Load+Live Load 8.64 PSI (qt) The CRMCAL BLICKUNG STRESS a N ( Safety Factor } = 2 17.27 PSI flectlon Calr ,ulation The deflection of the liner will be calculated using the Modified Spangler Equation. Where: DI y Deflection Lag Factor (1.00) K 8adding Constant (0.10) l� Mp De cd o _ ATV y''DI•g•W w=Marston Load (ibs./in.) )- 2E E=Long Term Modulus (psi) +0.061Es Es a Sail Modulus (700 to 2000 psi see sit.1) 3•(DR-1)3 DR-Dimension Ratio ATV-Pipe to Soil Stiffness correction Pipestf f'ness - EI = SPS SOUSdffneSS r 3 ES t 3 SPS= 0.001419 I = - 12 — Diameter — t r 2 ATV Value = 1.698 is found from the A TV Y= 0.05 inches table based upon the SPS YID 0.58 % Minimum Thickness based on Bur-kiina Ovality Factor= a 79 Water Bouyancy Factoro 0.75 - Empincai Coefircient of Elastic Support = 0.48 - Note:The OvW4 Factor = YID%+ Pipe Orval' % i 3 � 1 a a ' o4 Z Rw = 1—0.3 HW B t f e-0.06-(8} H Wall thkkness t= 0.182 Inches t=0.721• C•ErR,,.f3'•E, Minimum DR= 43.96 Is DR greater than 26.0 ox Page 2 Mi i um Wall Area Based on Ca ive S ss }nz (SF L5DE DLOAD+L61LIMOAD) AREA( ) ( oasign Value t 6ca psi) in 0.9'2'HDB S Safety Factor a 2) Area m 0.018 in. Iin. Dendina Strain Calculation The calculation for dng bending strain is an Important calculation for the long term performance of the designed pipe liner.The allowable long term strain serves as a control for the alkwabia deflection.The current AASHTO Design for flexible pipe sits a design>lrnit on banding strain to S%. r 0 Where: D f — Sh apaF'actor 10 STRAIN =D --- t — Thickness(in.) 0.308 f D D A — DeJleeafon(im.) 0.206 MeanDiameter(in.) 7.692 Strain m 1.0722 % if Strain c 5.0% then chosen thickness is OK Hydraulic QgEMcIly_Caiculatiort The Hydraulic capacity cakuistion a a=mparison of the existing sewer capacity wah the new line capacity considering the ciftrent Manning values and the:mailer lined pipe diameter.FWI flow condition assumed. Manning Coet ieier+t for the existing fine: 0.014 Manning Coefficient for the new line a 0.011 pipe slope a 0.02 ftft Assumed 0.02 ft1ft if riot given . R1 =Hydraulic Radius= 0.167 1 Q= -A a R?3 S i 2 R2=HYdroulic Radius= 0.154 n At =Area(existing)= 0.349 A2=Area(Lined)= 0.297 Q(existing)a TV F eft Q(l..lned)n 1.821 teals Flory Ca Increase 2.78 x Q�prrESSr ryyC These cal ukWons have bow prepared using accepted ti enghwwft princlpks for Um design of underground piping systenm They are based at the lttformaeart from ate UANO. B plans and spochleadorm Review and approval Is the responsibility ENP6&*M of the design englneer. 0 V1V Page 3 E - INE1� LI-Liner Structural Calculations VERSION 2.2 �r,rzaoo Date: 04/0 1/Q 2 Designer. Wayne Lon L1LLiner ID No. Project: Old Town Sewer Lining Project - Phase III Location: Huntington Beach, CA LLLiner Licensee: LLLiner West Design Altemate: U-Uner Existing Me,Site, and Liner Design Information Pipe Diameter= 10 inches Burial Dept"n 15 meet Groundwater Depth- 7.0 feet Above Pipe Invert Unit Soli Weight m 120 pcf E=(Long Term Modulus) 41,800 psi Es SOIL MODULUS= 1000 psi (Es ranges from 700 psi to 2000 psi) Pipeline ovaiity a 2.00 % (Enter anticipated ovality of the existing pipe) LL(Enter 1. 2 or 3) 1 1 Live Load=AASHTO HS-20(1);RM);Airport(3) U-Uner Design Summary Selected U-Liner DR for Installation 26 (Hanunal) U-Liner Wall Thickness 0.385 inches (Nartunal) Minimum Wall thickness for Buckling 0.177 inches Is OR grearer:ha- Minimum DR based on Buckling 56.65 26.0 cx Calculated Estimated Liner Deflection 0.71s % Minimum vs.Actual Wail Area 0.028 0.385 Calculated Wall Strain 1.13 % Hydraulic Efficiency( % ) 102.78 % U-Liner Design Page 1 Live Load L� Live Load-AASHTO KS-20(1);FIR(2);Airport(3) 0.00 PSI Dead Load=Marston Earth Load 2.65 PSI Hydrostatic Load-(82.4'Groundwater)1144■ 3.03 PSI Total Load s Earth Load+Hydrastaic Load+Live Load 6.IN PSI (qt) The CRITICAL Bt1CKUNQ SMSS= N ( Safety Factor) = 2 11.36 PSI Deflectiol]Calculation The deflection of the liner will be wed usirp the Modified Spangter Equation. Whom DI=Daeeetion Lag Factor (1.00) K=Bedding Constart (0.10) Def Jecdon{Y)_ 4 TY•D['g'W w•Marston Load (lbsf in.) 2E E=Long Term Modulus (psi) + �� Es=Sal Modulus (700 to 2000 psi see sit. 1) 3•(DR-03 DR s Dimension Ratio ATV-Pipe to Sail Stillness correction P(peSttf mess - El = SPS SOaStiffness ' r3E s t 3 SPS= 0.001419 I =--- 12 Diameter- r = t 2 A TV Value= 1.698 is found from the ATV Y= 0.07 Inches table based upon the SPS YID 0.72 % Minimum Thickness based on Bucklin duality Factor a78 Water Bouyancy Factors 0.86 Empirical Coetficierd of Eustis support e 0.40 R. Note:The Ovality FwWr = Y/D%+ Pipe Ova! 9ii A I OF-ay_ tT 00 Rey = I--0.33 Hw B I+4e'8.o6�8� ('+ 1ao)2 H •• = 3 Wall th)ckness t= o.177 Inches r-o,zl' ( g.) C•ErR,,.H'•E, WnLmum DR Is DR greater than 26.0 OK Page 2 Mini Mum I!AM Based on gMwwalve Sbws lx2 _ (SFXLSDEADLOAD+L67LBInOAD ARF�4( to)r 0.9.2'HDB (HDB Design Value=1600 psi) (Safety Fedor■2) Area 0.028 In. /in. Bending S mInGMIS!I 2n The celaMlon for rfng banding#rein is an important eafa6stwn for the wv term p twranca of the designed pipe liner.The Own ble long term gain aerves as a control for the a9awabla deflection.the current AASHTO Design for Itardbie pipe sets a design flint on bending strain to S%. Wham: D f — Sh apeFacror 10 STRAIN=D f D r — TliufcArness(!n.) 0.385 �► = Deflica(on(rn.) 0.272 DM — MQan"amerer(In.) 9.615 Strain a 1.1296 % ?f Strain c 5.0% then chosen :rickness is OK }I—draulic CapacKy Calculation The Hydraulic capacity calculation a a comparison d the existing newer capecay w¢h the new line capacity considering the different Manning values and the wndw aned pipe diameter.Fud flow condition assumed. Manning CoefRcient for ft existing Iris d 0.014 Manning Coefficient for the new line a 0.011 Pipe Shve a 0.02 fdit Assumed 0.02 ftrn if not given 2i 1,.' R1 w Hydraulic Radius a 0.208 Q_ 1.�86 A e R:3 S'2 R2-Hydraulic Radius- 0.192 n Al -Ama(edsting) 0.545 A2-Area(tined 0.484 G(existing)0 1 td's a(t..inad)- L940 cis Flow Ca Increase 2.78 % QPoFESsro'�i These calculations have been prepared wing accepted enghmwfng prf moles for the design of undergn and piping �u'T systems.They are based on the bttomwoon f om the protect NO. co plans grid spacNications.Review and approval is the responsTWllly of tlta des%M angN~. Page 3 4 19,.)UmLINE1t U-finer Structural Calculations VERSION 2.2 511r= Date: 04 01 02 Designer: Wayne Le U-Liner 1D No. Project. Old Town Sewer Lining Project - Phase III Location: Huntington Beach, CA U-Liner Licensee: LLUner West Design Attemate., U-Liner Existing Pipe.Sibs,and Liner Design Information Pipe Diameter a 12 Irches Burial Depth a 15 felt Groundwater Depthm 7.0 feet Above Pipe Invert Unit Soil Weight a 120 paf E s(Long Term Moduhts) 41,800 psi Es SOIL MODULUS= 1000 psi (Es ranges from 700 Psi to 2000 Pei) Pipeline Ovaiity a 2.00 % [Enter srdie4poted ovality of the existing pipe? LL LEnter t.2 or 31 1 1 1 Live Load-AASKTO HS-20(1r ftW2r Airport(3) U-Liner Design Summary Selected U-Liner DR for Installation 26 (Nomff-t) U-1.Iner Wall Thickness 0.462 inches (Nominal) Minimum Wall thickness for Buckling 0.225 Inches Is DR greater than Minimum DR based on Buckling 53.37 25.0 CK Calculated Estifnated Uner Deflection 0.949 % Minimum vs.Actual Wall Area 0.039 0.462 Calculated Wall Strain 1.19 % Hydraulic Efficiency(% ) 102.78 % U-Liner Design Pagel Uw Load Live Load-AASHTO HS-20(1);RR(2);Airport(3) 0.06 Pal Head Load■(Marston Earth Load 3.14 PSI Hydrostatic Load a(02.0 Groundwater)1 144■ 3.03 PSI Total Load■Ewth Load+Hydrosaatic Load+Lin Load 6.17 PSI NO The CRITICAL BWKUNG STRESS■ N ( Safety Factor) = 2 IL35 PSI Defl2dol] Calculaflon The deflection of the bw w8 be calculated 3drq the Modttied Spangler EquatlorL Whom: DI■Daflection Lap Factor (1.00) K a Bedding Constant (0.10) Def kr�inA(Y) ATV'Dl'g'l;r W■Marston Load (Ib3.1 in.) 'E } E■Long Tern Modulus (psi) J+406f Ef Es w Soil(Modulus , (700 to 20M psi see sht.1) 3'(DR—1) OR■amension Ratio AN■Pipe to Soil Softness correction PtrpeSYWness — El ; SPS SoMMffness r 3 ES t3 SPS= 0.001419 r =- 12 r = Diameter— r 2 AN Value = 1.698 is found from the A TV Y a 0.10 Inches table based upon the SPS Y/D 0,85 % Minimum Thicknew based on Bucklln Cvality Factors A 77 Water Bouywicy Facto= 0.85 ?w? EEmplricsi Coef kSwvt of Elastic Support ■ 0.40 I?: Noft:The Factor , = YID%+Emft P4x Ovaft% a 1 ter- ' '°°2 Rx, r 1-1 Hw B 1+ate-e.o68) (( l'+ too) H t Wall thickness t= 0.22.5 Inches t-0.721•�C*Era„.B,.E, Alin Im um - 53.37 Is DR greater than 26.0 OK Page 2 4 MInI um Wall onC*mgM"1ve§gwm AREA(ins _ (SFX MDEADLOAD+L67MVELOAD) (HDO Design Value a IBM psi) in 09.2"HDB (Safety Factor■2) Area 0.039 in. An. Bendlna Strain Cafeulatlon The calculation for lino bendkg strain is an impmterrt afcutatim for the long term parfmmerm of the deafgned plea finer.The AwmM ie long term strain serves as a cw trd for the allowable d~ioa.The current AASHTO Design for flexible pips seta a design hmd on bomb atraln to 5%. whom: D f — Sh gPeFactor 10 STRAIN=D j D D r— Thickness(in.) 0.462 A —Dejlecaron(In.) 0.342 DN — MeanDiamerer(in.) 11.538 Strain a 1.1852 96 It Strain < 5.0% then chosen thickness is OK Hyftullc GMpacity Calculation The Hydraulic Capacity eakulation is a comparison of the existing sewer eapaety wdh the new kne rapacity considering the Marant Mannsv values and the nreOw kned pips diameter.Full flaw condition assumed. MMannhV Coeffieiart for the existing line= 0.014 (Manning Coefficient for the new line a 0.011 ripe Slope: 0.02 M[t Assurned 0.02 f AL If not given R1 -Hydraulic Radius- 0.250 �• 23 S 1/2 R2-tic Relies- 0.231 Q !Rn A1-Area(axi�- 0.785 A2-Area(Lined)= 0.669 Q(existing)a 4.0 I tds Q(Lined)a &M cfs Flow Capacity Increase- 2.78 % Q�pF8881p'Y These c*wAvffions have been prepared=I g ached � 'Y A� G� engineering M s fbr On design Of WWWWound Piping � � � Ap Z `. systems.They are Ibam d an the trd'oreudw from Me project No.�C g plans and specMcatlorts Review and approval is fhe responsibufty ¢ ENP.eam of Me design erglrmw. * 1� dyq CfV14 �OF Page 3 -LINE]i U-Uner Structural Calculations VERSION 2.2 sr,rl000 Data: 04 O 1 02 Designer: Wayne Long U-Liner 1D No. Project: Old Town Sewer Lining Pro ect - Phase III Lowdon: Hunyggqton Beach CA U:Uner Licensee: U-Liner West Design Alternate: U-Liner Existina Sft+e.and Liner,Dssian Information Pipe Diansetrr a 15 (111*" Burial Depth a 15 feet Groundwater Depth 7.0 feet Above Pipe Invert Unit"I Weight a 120 pcf E-(Long Term 1110dulus) 41.800 psi Es SOIL MODMUS a 1000 psi (Es ranges from 700 pat to 20M psi) Rpm"Ovx ft a 2.00 % (Enter anticipated ova0ty of the edsling pip) ,L(I=meter 1.2 or 31 1 1 1 uw Load-USHTo Hs-o(fr.RM),Airport(3) WLfiner Design Summary Selected U-Liner DR for Installation 26 (Nominai) U-Liner Wall Thickness 0.577 Inches (komirw l Minimum Wail thickness far Buckling 0.303 incites is DR greater than Minimum DR based on Buckling 49.46 26.0 OK Calculated Estimated Liner Deflection 1.035 % Minimum vs.Actual Wail Area 0.060 0.517 Calculated Wall Strain 1.26 % Hydraulic Efficiency(%} 102.78 % U-Liner Design Page 1 Live LOW Live toad-AASHTO KS-20 0);RR(2);AirW(3) 0.00 PSi Arid toad-Marston Ewth LOW 183 PSI Hydrodatk Load a(62.4'Grnund►uater)1 144 103 PSI Trial toad■Earth Load+F ydnoautic toad+Live Load &H PSI (qt) The CRITICAL BtO KLM sTRESS= N { Safety Factor) = 2 131" PSI NIM20 Ca4t u at4, The de Action of the rarer vA be ealafated using the Modified Spangler Equation. Where: DI Delledion Lag Fedor (1.D0) K Bedding Catrstant (0,10) Af7V'IX a'W Mandan- Load IIIEEf�let�alt(p)_ W (I6s1 in.) E=tong Term Modulus (psi) +Q061Ei Es-Sail Modulus (f00 to 200D pW see W. 1) 3•(DR-1)3 DR a D(mensim Ratio AN a Plpe to Sail StiM+ess condion P4pe-1Wff =s - EI SPS Sor7Sffness - r3E S t3 SPS a 0.D01419 I =- 13 Diameter - r= t 2 ATV Value 1.698 Is found from the A T11 Y 0.16 irlCAM table based upon the SPS YID 1.04 % MINInurn Thickness on Buckling OvaNy Factor a &70 (C) UAfatar Botryartey Faetota 0.85 {Rw) Coallleiant of Elan SMpwt . 0.40 118) Note:The Factor j = YID%+ % J e '"° B- = Rw = 1—0.3 �w 1+4e-°e6s(e) (I+ 100) R _ t Wall thickness t= 0.3t)3 Inches t-0.721• 3 � tC'Er�..H••F. - MMLM..M eR- 4g•4e Is DR greater than 26.0 ox Page 2 r MinimumI S AREA(i _ (SFX LSDEADLOAD+L67LIYELOAD) in 0.9'2'HDB (HOB Design Value me t000 psi) (Safetyf -2) Area 0.060 In. lodlna Strain CakuWM*n The cabuMion for rkq bwtdkq straw a an h weart caicumtim for the long term pemnim of the denlpm pipe knor.Tha afbwabla mnp tens drwn eorves as a MVol for the allowable delle dbm.The carrord AASHTO Design for So"pipe sets a design flint an banding drain t0 5%. Vhflwro: Dr — S*gpeP'ace+vr 90 STRAIN W D t r — 77r ckness(in.) 0.577 f D D e —Drflecdom(ix.) 0.455 D,�. — MeanDlamassrr(!n_) 14.423 Strain 4 1.2627 % if Strain <&OOA then chosen thickness is OK HWraulk Cafaaclty CfftW lon The Hydnulk copecdy cakumtkm ie a owparom of the mdsting sewer capacity with the now line cepecty eonsiderft the different lwnn"values and the eraser Inad pipe diemdw.Full flow cnrrdtlon assumed. Manning COeffielent for the exiatirq lines 0.014 Marring Coefficient for the now line■ 0.011 Pipe Slope■ 0.02 Mt Asswned 0.02 tt&if net given Ill-Hydraulic Radius- 0.313 n_ 2.486 A:R 2 3 S Y R2-hydraulic Rado s- 0.288 �C n Al-Area(mastko- 1.227 A2 s Area(Lkod)= 1.045 Q(exfatFrrg)■ rfs Q(Elrod)• Lai Ws Flow Capacity Increase 2.78 % ��y...y,,� "we cafcu*W na h v6 boon p WmW"- a f Q�O '� «rkrae fit pr nc"w Mir to desAM ofumbrWoub fdfw0 • Y a s, sysimm flmy mm baud an tire bdbmwfva f m Me pmjoct �7 ' plans and spodfks"m Review and approve!1a dw resporrafbl & arum ds&407 arghmer. NO. * CIV1V OF q Page 3 A" r" r bf, '1k i �h1 2 '� I� ; ■ e ■� ZA LU ■Flo r{ OF ylY {y"yam 5 U-LINERG PIPE. THE ADVANCED E' ti I Y SOLUTIONS TO AN AGING PROBLEM It's eating away at our underground pipe infrastructure: ; , v corrosion, wear and tear and the complex effects of time. VY- v } L Thousands of miles of damaged sewer,water, and gas pipes + in the U.S. are in immediate need of repair. It is an issue that �. has huge economic and environmental implications and is • ��- quickly surpassing the nation's ability to rectify the problem. `- � e The traditional solution to this problem is the costly task of excavating and replacing the damaged pipe. Fortunately there x are new innovative technologies. One of them is U-Liner®, a proven, leading method of trenchless technology that offers a safe and economical solution to pipeline rehabilitation and renovation. t,3 Made of high density polyethylene (HDPE) U-Liner is A sophisticated monitoring system provides un-x deformed at our manufacturing facility into a `U" shape matched cleaning and inspection. approximately one-half the diameter of the host pipe. At the installation site, the U-Liner is pulled through the damaged TURNKEY PROCESS INSURES PROPER host pipe and then reformed to securely fit the shape of the INSTALLATION host pipe. The end result is a structurally sound "pipe within Prior to any installation, U-Liner Pipe is specially designed a pipe" that offers a true `jointless" installation. and manufactured for your project. Made in continuous lengths,the pipe is deformed and wound on a reel, or coiled, for easy transport. Once on the job site, the damaged host pipe is flushed to remove any blockage or debris. After a closed circuit TV camera inspects the line, the U-Liner Pipe is pulled through an upstream manhole by cable from the U-Liner is deformed for easier installation. downstream manhole. It is then cut for processing.A patented * -�-,v �.....-�.�_ �! � . •r ,y _A-- :_�_ heat/pressure method is used to reform the U-Liner to fit the shape of the host pipe. Service connections are then restored with a remote controlled lateral -�" ,�; - `' .y�=,y. • ' ..`- - cutter. Y .. The U-Liner Advantage: The entire process is 0100% high density polyetF •a. �..; accomplished quickly,with little 0 Resistant to chemicals, gE disruption or no to surface P � Smooth surface improves activity. Flow is usually restored Williams of 155, Manning within a matter of hours, not Seamless construction - n • Meets ASTM material, ins r;.. days;as is usually the case with standards traditional remove and replace • Environmentally safe, no I ` Y s methods. U-Liner has an into water table engineering design life in 50+ year design life, 2:1 s iij ;.. excess of 50 years. • Structurally sound and de ' Independent university long- • Factory defined physical I: term hydrostatic testing has not rely on field controlled proven the short and long-term produce the physical prop performance of U-Liner. yr. - a MATERIAL DIFFERENCE IN QUALITY ;: High density polyethylene (HDPE) has been accepted and used for environmentally sensitive projects for over 50 years. It has also been found that the surface smoothness and abrasion resistance of HDPE pipe improves flow capacity and prevents the sticking of grease and other materials to the inner wall of the pipe. A RECOGNIZED STANDARD IN THE INDUSTRY :__.r :• _� Available in diameters ranging from 4" to 1$ the U-Liner - Pipe is made of high density polyethylene(HDPE-3408)and V if required: medium density polyethylene (MDPE-2406). U- .-,�- Liner also meets all ASTM standards including F 1533-94 and F 1606-95) standards and specifications for deformed/ x= ,� ;�,,]_�;���;; ^� K;.%-•�s�}���, •��',�;,�: � reformed polyethylene liner pipe. ��y'f'�.ti x '-�+'.'�[�:"F�; ratiry'''`•,:;ar�::c:.�::��;ii,�:�Yy F:'-SS:-7" r'E _ = U-Liner is listed with: During installation, a patented head/perssure method is used . EPA to reform the U-Liner pipe to fit the shape of the host pipe. a PPI • GREENBOOK • NASSCO TRENCHLESS TECHNOLOGY HELPS ' NUCA PROTECT THE ENVIRONMENT • ASTM • NSF Standard 61 Because the U-Liner Pipe rehabilitation method is a completely trenchless operation,the negative environmental impact associated with excavation is eliminated. With U-Liner Pipe, it is possible to rehabilitate existing pipelines and provide indirect environmental benefits at the Seamless construction eliminates leaky joints. same time. Air pollution from dust and gases stirred by excavation is reduced. Nearby cables and utility lines will not be broken or cut- The contamination of surrounding soil or _ the presence of groundwater from corroded, leaking pipe is no longer a problem because of the = ,M corrosion reisitant properties of U- s - s._. Liner Pipe. ..y �k lene (HDPE) es, abrasion and cracking APPROVED FOR - L ow capacity (Hazen NATURAL GAS AND o. of 0.009) INDUSTRIAL PIPELINES { 't.. . ,. joints to leak J Since U-Liner Pipe is impervious to Ilation & manufacturing the passage of chemicals, gases and liquids, it is the perfect solution - armful by-products to leak to damaged sewer,natural gas and <. f- industrial process pipe-lines. With fety factor U-Liner's seamless construction { and ductile properties, leak joints ' fined for direct burial P P YJ .- iperties - the product does and structural cracks are virtually ;_, ._ ✓_' " chemical reaction to eliminated. That adds up to decades of safe operating pipelines -ties of the product and a damage free environment. r ABOUT PIPELINE SYSTEMS Rinker Pipeline Systems, a leading manufacturer and marketer of plastic pipe and pipeline rehabilitation systems, is also the second largest producer of pressure rated polyethylene pipe in the United States. Our commitment to make a first quality pipe relining technology reflects an important focus of a company formed to engineer innovative solutions to piping problems. U-Liner is a proven, cost- effective and environmentally safe answer to pipeline rehabilitation and renovation. Rinker Pipeline Systems has complete engineering and technical services available to help solve your pipeline rehabilitation and renovation problems. Call our corporate office at(800)344-3744 or the licensed installer nearest you for more information. s' t _ r " i 6' i Above Leff: Deformed U-Liner Pipe. Above Right: Reformed U-Liner Pipe to fit the shape of the host pipe. ■ Official U-Liner Licensee MATERIALS" Pipeline Systems 1539 Jackson Avenue Suite 220 New Orleans, LA 70130 Toll Free: (800) 344-3744 Web site: www.rinkerpipelinesystems.com