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Vido Artukovich and Son, Inc. / Vidmar, Inc., A JV - 2013-08-19
i��''('""_�,'�'`i°���'f=t�Yr�i yy',�rap-`:;;�.`'i-s�`.�.'g�S�4'�Y ryn�' � .,_«ms� a aa-t.,'N„'r,.�'- v..,..,?,��.. 4, t� ,7' n,.�Ti o ' ., ",w t°�•- KavJ ,r uc+4sw<tr+....,, _w, a ,f fr I RECEIV�ED� _ CITY CLERK RECEIPT COPY f Return DUPLICATE;to Pam_ City Clerk's Office (Name) { after signing/dating (Date) CITY OF HUNTINGTON REACH INTERDEPARTMENTAL COMMUNICATION TO City Treasurer FROM City Cl rk DATE c� S SUBJECT Bond Acceptance I have received the bonds for 6) �"S --tf � `> ✓ •� (Company Name) I CAPITAL PROJECTS (Includes CC's and MSC's) Performance Bond No. Payment Bond(Labor and Materials) Bond No. Warranty or Maintenance Bond No. i, TRACT AND DEVELOPMENT Faithful Performance Bond No. Labor and Material Bond No. Guarantee and Warranty Bond No. � I Monument Bond No. Franchise Bond No. Letter of Credit Bond No. Other Re: Tract No Approved r r •�,,-� (Counal Approv Date) CC No Agenda Item No MSC No City Clerk Vault No �U Other No SIRE System ID No ,,.����' g/forms/bond transmittal to treasurer r I J, CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION DATE- 6/19/2015 TO THOSE LISTED HEREON FROM. Joseph Dale, PW Construction Manager SUBJECT Retention Release Payment- PO#19127 OJ Supplier#92563 Co #511 Warner Avenue Gravity Sewer/Lift Station, Project#CC-1370 Contractor's Name VIDO ARTUKOVICH AND SON INC ,/VIDMAR INC ,A JV Address 11155 RUSH STREET City, State and Zip Code SOUTH EL MONTE, CA 91733 Phone Number 626-444-4286 City Business License Number A287651 Notice of Completion (Date by City Clerk) 5/7/2015 The conformed copy of the Notice of Completion for the above contract has been filed The thirty-five(35) day waiting period has elapsed or will elapse before payment is made Processing of the retention payment is recommended so long as no stop notices or outstanding invoices are on file with the City I certify that no stop notices are on file to Travis K Ho kins, Director of Public Works I certify that there are no outstanding invoices on file Date Joyce c s, Deputy City Treasurer I certify that no stop notices are on file, and that a guaranty bond has been filed ith the City Clerk's Office -71,V h.� L�� Ode Joan Flynn, C Clerk Attachments 64� 7�y 1 Notice of Completion 2 Maintenance Bond 3 Certificate of Compliance with Prevailing Wage Laws 4 Contractor's Certificate 5 Certificate of Compliance with Title VII of the Civil Rights Act and Equal Employment Opportunity Act of 1972 6 Consent for Release letter from the Surety Company RECEIVED BY: CITY CLERK RECEIPT COPY Return DUPLICATE to City Clerk's Office (Name) after signing/dating (Date) J, CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION TO City Treasurer FROM City Cl k / DATE SUBJECT Bond Acceptance I have received the bonds for 0236 (Company Name) CAPITAL PROJECTS (Includes CC's and MSC's) Performance Bond No. Payment Bond (Labor and Materials) Bond No. Warranty or Maintenance Bond No. -o QJ TT TRACT AND DEVELOPMENT Faithful Performance Bond No. Labor and Material Bond No. Guarantee and Warranty Bond No. Monument Bond No. Franchise Bond No. Letter of Credit Bond No. Other Re: Tract No Approved 7 r (Council Approv Date) CC No _ Agenda Item No MSC No City Clerk Vault No Other No SIRE System ID No g/forms/bond transmittal to treasurer Bond Number 09058344M Premium Included in Charge for Performance Bond MAINTENANCE BOND KNOW ALL MEN BY THESE PRESENTS: That Vido Artukovich&Son Inc/Vidmar Inc a JV rcontractors name] 11155 Rush Street South El Monte, CA 91733 [contractor's street address,aty and state and zip code] as Principal(hereinafter called Contractor), and Fidelity and Deposit Company of Maryland rsurety's name] 1400 Amencan Lane,S aumburg,IL 60196 [surety's street address,city and state and zip code] a corporation organized and existing under the laws of the State of Maryland with its principal office in the City of Schaumburg as Surety (hereinafter called Surety), are held firmly bound unto CITY OF HUNTINGTON BEACH as Obligee(hereinafter called Owner), in the amount of Ten Million Five Hundred Fifty Six Thousand Six Hundred Forty and 00/100dollars ($ 10.556,640 00 ), 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 the Warner Avenue Gravity Sewer and Lift Station#C in accordance with drawings and specifications prepared by which contract is by reference made a part hereof(hereinafter referred to as the Contract),and WHEREAS,the Contract provides that the principal will guarantee, for a period of one year, the work performed as part of the Contract from and against all defects in materials and workmanship, and WHEREAS, the Contract also provides that the Contractor shall secure Contractor's obligations during the one- year period with a bond executed by a surety duly admitted in the state of California,and WHEREAS, the Contract has been completed, and the Owner, Contractor and Surety agree that the commencement date for this Guarantee and Bono shall be_ May 7 20JL NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if Contractor shall, for a period of one year from and after the date of completion and acceptance of the Contract by Owner, repair and/or replace any and all defects arising in the Work, whether resulting from defective materials or defective workmanship, then this obligation shall be null and void, otherwise it will remain in full force and effect The Surety hereby waives notice of any alteration or extension of time made by the Owner, Whenever Contractor shall be, and declared by Owner to be in default under the Contract, the Surety shall, within thirty (30) following Owner's written notice of default, either (a) remedy the default, or(b) shah promptly complete the Contract in accordance with its terms and conditions Surety shall save the Owner harmless from any claims, judgments, liens or losses arising from the Surety's failure to either remedy the default or to complete the Contract in accordance with its terms and conditions in a timely manner Whenever the Principal shall be, and declared by the Owner to be in default under the Contract, which shall include without limitation, any breach or default of the Contract, then, after written notice from the Owner to the Surety, as provided for below, the Surety shall either (a) remedy the default or breach by the Principal, or(b) shall promptly and faithfully take charge of the Work and complete the Work in accordance with the requirements of the Contract with a contractor other than the Principal, at its own expense, and make available 10-2567/50583 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT Civil Code § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy or validity of that document State of California ) ss County of Los Angeles ) On JUL 2015 , before me, Natalie K Trofimoff, Notary Public, personally appeared Noemi Quiroz ,who proved to me on the basis of satisfactory evidence to be the person4-54 whose name4.s4 isAafe subscribed to the within instrument and acknowledged to me that 4e¢she/they executed the same in 4+s4her�the+F authorized capacitykws4, and that by 4+54her/thel signature4.s4 on the instrument the person4.s4, or the entity upon behalf of which the person4-54 acted, executed the instrument I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct WITNESS my hand and official seal Signature (Seal) Natalie K Trofimoff, Notary ublic NATALIE K.TROFIMOFF Commission No 1957481 Z Z ``- `-A NOTARY PUBLIC-CALIFORNIA j' LOS ANGELES COUNTY My Comm Expires OCTOBER 22,2015 Bond Number 09058344M Obligee City of Huntington Beach ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS.That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New York,the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,a corporation of the State of Maryland,and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Maryland (herein collectively called the "Companies"),by Geoffrey Delisio,Vice President,in pursuance of authority granted by Article V,Section 8,of the By-Laws of said Companies,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate,constitute, and appoint Noemi Quiroz its true and lawful agent and Attorney-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 Companies,as fully and amply,to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York,New York,the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills,Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland, in their own proper persons The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V,Section 8,of the By-Laws of said Companies,and is now in force IN WITNESS WHEREOF, the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND,this 17th day of May .AD 2012 ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND ap OCIOs� d'��t111'LStJ'�Y SEAL 'k A Assistant Secretary Vice President Gerald F Haley Geoffrey Delisio State of Maryland County of Baltimore On this 17th day of May ,A.D.2012 before the subscriber,a Notary Pablic of the State of Maryland,duly commissioned and qualified,Geoffrey Delisio,Vice President and Gerald F.Haley,Assistant Secretary of the Companies,to me personally known to be the individuals and officers described in and who executed the preceding instrument,and acknowledged the execution of same,and being by me duly sworn,deposeth and saith,that he/she is the said officer of the Company aforesaid,and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies, and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal the day and year first above written 1 pillilllti r� �/i •�: ` ;� Constance A n,Notary ic My CommissionnExpires July 114,2015 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§ 1189 err^��IJsS�i-dfivYMr.Ye i•Mf.lrr;:vtii=QCi .^—X+� ^'•� 1,� —. ^,�� � r—, — _ A notary public or other officer completing this certificate verifies only the Identity of the Individual who signed the document to which this certificate is attached, and not the truthfulness,accuracy,or validity of that document State of California ) County of D9,41V,1 ) On C O Z 0 /S' before me, _J lGf SchlW4K rz - N y /W gZle- , Date Here Insert Name and Title of the Officer personally appeared . 111,4611, 4X7—Vl A+0✓1'CZZ Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within Instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(les),and that by his/her/their signature(s)on the instrument the person(s), or the entity upon behalf of which the person(s)acted, executed the instrument I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph Is true and correct •"`„"' •. JEFF SCHWARTZ Comm #2075608 WITNESS my hand and official W' •� Notary Public•California q 6 Orange County i ..... Comm Comm Expires Jul 24,2018� Slgna Signature of Notary Public Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document Description of Attached Document Title or Type of Document 1Wd iNTEA1A,1Cf Bc,ND Document pate o o Z 0/1-- Number of Pages _�` Signer(s) Other Than Named Above A11,4 Capacity(ies) Claimed by Signer(s) Signer's Name XMI K 447 Signer's Name ❑Corporate Officer — Title(s) ❑Corporate Officer — Title(s) Partner — ❑ Limited UrGeneral ❑ Partner — ❑ Limited ❑General Individual ❑Attorney in Fact ❑Individual ❑Attorney in Fact ❑Trustee ❑Guardian or Conservator ❑Trustee ❑Guardian or Conservator ❑Other ❑ Other Signer Is Representing OD O AATdCo ill'CllgSigner Is Representing SON 1NC 11 0,W& Jryc. a TY. 02014 National Notary Association •www.NationalNotary org - 1-800-US NOTARY(1-800-876-6827) Item#5907 Company Profile Page 1 of 2 %milliliff"IMISIN COMPANY PROFILE Company Profile Company Search Company Information Company Search Results FIDELITY AND DEPOSIT COMPANY OF MARYLAND Company 1400 AMERICAN LANE, 19TH FLOOR Information SCHUAMBURG, IL 60196-1056 Old Company 800-382-2150 Names Agent for Service Old Company Names Effective Date Reference Information NAIC Group List Agent For Service Lines of Business KARISSA LOWRY Workers' C/O CORPORATION SERVICE COMPANY Compensation 2710 GATEWAY OAKS DRIVE, SUITE 15ON Complaint and SACRAMENTO CA 95833 Request for Action/Appeals Contact Information Reference Information Financial Statements PDF's NAIC# ] 39306 Annual Statements California Company ID # 2479-4 Quarterly Statements Date Authorized in California 01/01/1982 Company Complaint UNLIMITED-NORMAL Company License Status UNLIMITED-NORMAL Company Performance& Comparison Data Company Type Property&Casualty Company State of Domicile MARYLAND Enforcement Action Composite back to top Complaints Studies Additional Info Find A Company NAIC Group List Representative In Your Area View Financial NAIC Group # 0212 ZURICH INS GRP Disclaimer Lines Of Business The company is authorized to transact business within these lines of insurance For an explanation of any of these terms, please refer to the glossary AIRCRAFT AUTOMOBILE BOILER AND MACHINERY BURGLARY CREDIT FIRE LIABILITY MARINE MISCELLANEOUS PLATE GLASS SPRINKLER SURETY TEAM AND VEHICLE https //interactive web insurance ca gov/companyprofile/companyprofile?event=companyP 7/15/2015 Certification of Compliance with Prevailing Wage Laws To City of Huntington Beach Department of Public Works 2000 Main Street/P O Box 190 Huntington Beach, CA 92648 Re Certification of Compliance with Prevailing Wage Laws Contract Warner Avenue Gravity Sewer/Lift Station #C Project CC-1370 The undersigned contractor on the above-referenced project("Project")hereby certifies that all laborers, mechanics, apprentices,trainees, watchmen and guards employed by him or by any subcontractor performing work under the contract for the Project have been paid pursuant to the minimum wage and bona fide fringe benefit requirements specified for each particular classification of work, as set forth in the wage-rate determinations of the State of California, Department of Industrial Relations, and/or the United States Department of Labor I declare under penalty of pequry under the laws of the State of California that the foregoing is true and correct Executed this 15th__day of July ,20 15 , at So.. E1 MoplCeh rnia (C tractor Name) APPROVED,, TO FORS Y �� C1iae1 E Gates y Attorney 1 CONTRACTOR'S CERTIFICATE 1, Mark Artukovich state and certify that (Name of Declarant) Vido Artukovich & Son, Inc./Vidmar Inc. A JV I is tine general contractor to the City of Huntington Beach("City")on Contract No CC-13 7 0 (the"Contract") for the construction of the public work of improvement entitled Warner Avenue Gravity Sewer/Lift Station #C (the"Project") 2 All work to be performed pursuant to the Contract has been completed in accordance with the Contract Documents (as such term is defined in the Contract) 3 Except for the claims listed below and the disputed claims listed in paragraph five (5), all persons supplying labor, services,materials and equipment to the Project, including all claims against the contractor arising from the performance of the Contract, have been paid and satisfied(list unpaid debts and claims, if none, write "NONE") None 4 Attached hereto are the lien waivers required by the Contract Documents,which lien waivers have been executed by all persons who performed work on or supplied labor, services, materials, and/or equipment for use at the Project 5 Set forth below is a list of disputed claims or claims that are the subject of a Notice to Withhold filed pursuant to the Civil Code of the State of California(list all disputed claims, of none,write "NONE") None I declare under penalty of perjury under the laws of the State of California that the foregoing is true and corn ect Executed at South E1 Monte on this 15thday ) 20 1 Signatur of Declarant) APPROVED AS ORM Michael,E Gates City,Attorney 1 Certification of Compliance with Title VII of the Civil Rights Act and Equal Employment Opportunity Act of 1972 To City of Huntington Beach Department of Public Works 2000 Main Street/P O Box 190 Huntington Beach, CA 92648 Re Certification of Compliance with Title VII of the Civil Rights Act and Equal Employment Opportunity Act of 1972 Contract Warner Avenue Gravity Sewer/Lift Station #C Project CC�41370 The undersigned contractor on the above-referenced project("Project")hereby certifies that it has complied with title VII of the Civil Rights Act, the Equal Opportunity Act of 1972 and Executive Order 11246, and has not discriminated against any employee or applicant for employment because of race, color,religion, sex, sexual orientation, gender identity,national origin, age or disability The undersigned contractor also certifies that it has not maintained any segregated facilities at its establishments on the basis of race, color,religion, sex, sexual orientation, gender identity,national origin, age or disability(with the exception of access for the disabled) I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct Executed this 15th day of July , 20 , at lifo pia (Co tractor ame) A ROVED F �Ivi By Mic el E Gates Cii Attorney 1 CONSENT OF SURETY OWNFR ❑ TO FINAL PAYMENT ARMTECT ❑ ALA Document G707 CONTRACMR ❑ SURETY ❑ Bond No 09058344 OTHER 0 TO OVNEfL .A RcHY>i c s PROJEcr -o.: (Narnesurda*h-) City of Huntington Beach 2000 Main Street CONTRACP FOR.Warner Avenue Gravity Sewer/Lift Station#C Huntington Beach, CA 92648 PROJECT. CONTRACT DATED: (Nmneandad&-,0 Warner Avenue Gravity Sewer/Lift Station#C Huntington Beach, CA In accordance wnh the provisions of the Contract between the Owner and the Contractor as indicated a1mve,the (Imw mmeat,d addirof',SN"9 Fidelity and Deposit Company of Maryland 1400 American Lane,Tower I, 18th Floor Schaumburg, IL 60196-1056 SURETY, on bond of (hssen name and addne,.s gfCammaur) Vido Artukovich &Son Inc/Vidmar Inc a JV 11155 Rush Street South El Monte, 91733 CONTRACTOR, hereby approves of the final payment to the Contractor,and agrees that final payment to the Contractor Shalt not relieve the Surety of any of its obligations to ajwrt nameand addmw of Owwer) City of Huntington Beach 2000 Main Street Huntington Beach, CA 92648 OWNER, as set forth in Said Surety s bor►d. IN WITNESS WFiEREOr,the Surety has hereunto set its hand on this date: July 9, 2015 (hoax!to u�t1HnR thernontb folfoued bitGr nmrrtTFc darn«rrd)ewr) fidelity and Deposit Company of Maryland far r f� _ ( rratursr ar rlxeat,rptrrtxentutr�rl Attest: 'N mi Quiroz Attorney- '-Fact � �' E S Albrecht, Jr �a rnredrrautea,rdritlr) 0707—'1994 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT Civil Code § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy or validity of that document State of California ) ss County of Los Angeles ) On JUL 0 9 2015 before me, Natalie K Trofimoff, Notary Public, personally appeared Noemi Quiroz ,who proved to me on the basis of satisfactory evidence to be the persons}whose names} is�a� subscribed to the within instrument and acknowledged to me that #e�she�t#ey executed the same in #+gher{the+F authorized capacitykws}, and that by #+gherAhe► signatures} on the instrument the person{s}, or the entity upon behalf of which the persons} acted, executed the instrument I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct WITNESS my hand and official seal Signature (Seal) Natalie K Trofimoff, Notary Public .,, a+°: NATALIE K.TROFIMOFF U w Commission No 1957481 Z }+` 7= NOTARY PUBLIC-CALIFORNIA LOS ANGELES COUNTY My Comm Expires OCTOBER 22 20116 Bond Number 09058344 Obligee City of Huntington Beach ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS-That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New York,the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,a corporation of the State of Maryland,and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Maryland (herein collectively called the "Companies"), by Geoffrey Delisio,Vice President,in pursuance of authority granted by Article V,Section 8, of the By-Laws of said Companies,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate,constitute, and appoint Noenu Quiroz its true and lawful agent and Attorney-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 Companies,as fully and amply,to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York,New York,the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills, Maryland, and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland, in their owns proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V,Section 8,of the By-Laws of said Companies,and is now in force IN WITNESS WHEREOF, the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND-SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND,this 17th day of May ,AD 2012 ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND �ay,s :��4•� As SEAL .a' sue` tooa �0; Assistant Secretary Vice President Gerald F Haley Gboffrey Delisio State of Maryland County of Baltimore On this 17th day of May ,A.D 2012 ,before the subscriber,a Notary Public of the State of Maryland,duly commissioned and qualified,Geoffrey Delisio,Vice President and Gerald F.Haley,Assistant Secretary of the Companies,to me personally known to be the individuals and officers described in and who executed the preceding instrument,and acknowledged the execution of same,and being by me duly swom,deposeth and saith,that he/she is the said officer of the Company aforesaid,and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies, and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal the day and year first above written may- ���ituitltr� .far iS> ): Constance A Dunn,Notary Publicptl9ti My Commission Expires July 14,2015 1 j+!„Je;�`� EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V,Section 8,Attorneys-in-Fact The Chief Executive Officer,the President,or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attorneys-in-fact with authority to execute bonds, policies, recognizances, stipulations,undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such attorney-m-fact to affix the corporate seal thereto,and may with or without cause modify of revoke any such appointment or authority at any tune" CERTIFICATE I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate;and I do further certify that Article V,Section 8,of the By-Laws of the Companies is still in force 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 ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998 RESOLVED. "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorney Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company" 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 COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994, and 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 10th 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 seals of the said Companies, this 9th day of July ,2015 ®SAL aim Thomas O McClellan,Vice President This Document was electronically recorded by City of Huntington Beach PLEASE COMPLETE THIS INFORMATION Recorded in Official Records, Orange County Hugh Nguyen,Clerk-Recorder RECORDING REQUESTED BY: II I I II 11111111111111111111111111111111111111111111111111 IIIIIINO FEE 2015000237919 12:15pm 05/07/15 143 401 N12 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 WHEN RECORDED MAIL TO: CITY OF HUNTINGTON BEACH PUBLIC WORKS DEPARTMENT Attn: Joseph Dale P.O. Box 190—2000 Main Street Huntington Beach, CA 92648 THIS SPACE FOR RECORDER'S USE ONLY TITLE OF DOCUMENT NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN by the City of Huntington Beach, owner in fee, 2000 Main Street, Huntington Beach, CA 92648,that the contract heretofore awarded to VI DO ARTUKOVICH AND SON INC.,/VIDMAR INC.,A JV,who was the company thereon for doing the following work to-wit: Warner Avenue Gravity Sewer/Lift Station Project#C, Project#CC-1370 That said work was completed 05/04/2015 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 05/04/2015, per City Council Resolution No. 2003-70 adopted October 6, 2003. That upon said contract Fidelity and Deposit Company of Maryland,was surety for the bond given by the said company as required 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. S 7 II Dir or o ity Engineer 4Date 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 C unty. This document is solely the official business of the City of Di cto of Pub' orks r City Engine Date Huntington Beach,as contemplated under Government Ci f Huntington Beach, California code section. 6103 and should be recorded free of charge. THIS PAGE IS ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION (Additional recording fee applies) JV CALIFORNIA PRELIMINARY 20-DA NOTICE USE PROOF OF SERVICE AFFIDAVIT OF CALIFORNIA PRELIMINARY 20-DAY NOTICE ON BLUE COPY (PUBLIC AND PRIVATE WORK) IN ACCORDANCE WITH SECTION 3097 AND 3098,CALIFORNIA CIVIL CODE C 13 w ZQi4i 1 G �Td 1GT10N LENDER or Y U ARE REBY NOTIFIED THAT ... w Reputed Construction:Lender, if any ��� J V (name and address of person or firm-sender) Has fumished or will`furnish labor, services, equipment or., O materials of the following general description: Z (gensml description of the labor,services,equqxnard or materials furnished or to be 5anlshed) for the building,struck re or oth wo of improvement located at: o OWNER Or PUBLIC AGENCY uOr Reputed Owner (on public work) (address or description of job site sufficient for identification) (On private work) The name of the person.or firm who contracted for the purchase of such labor,services,equipment or material: J14- ,1 ft /�vC� 70� F ,y �J � ��c�,�a ��c �eL �� � �j72 7 NOTICE TO PROPERTY OWNER L. .n If bills are not paid in full for the labor,services,equipment, or materials Z ��thl � �Q� �— / fumished or to be fumished,a mechanic's lien leading to the loss,through O court foreclosure proceedings, of all or part of your property being so �Z(p improved may be placed against the property even though you have paid your contractor in full. You may wish to protect yourself against this consequence by(1)requiring your contractor to fumish a signed-release by a the person or firm giving you this notice before making payment to your R Construction loan no. (if known) contractor,(2)requiring your contractor to furnish a receipt to establish that 0 you paid the contractor in full and recording no later than 30 days from receipt of this preliminary notice an affidavit that you paid the contractor in W full, or' (3) any other method or device that is appropriate under the ORIGINAL CONTRACTOR Or circumstances. "PLEASE NOTE:The italicized language was included in the notice by a Reputed Contractor, if any drafting error in Senate Bill 914 and may be disregarded. } The person or firm giving this notice is required,pursuant to a collective Z ���p ��T 1/ bargaining agreement,to pay supplemental fringe.benefts into an express �� /Ctf S /Oc trust fund (described in Civil Code §3111,), said fund is identified as Q follows:(strike d inapplicable) c=C. 0 � (name) t'PT l 7�3 (address) W name) Y (add SUBCONTRACTOR with whom claimant has contracted fin ) (address) Mailed this date: Z J � (signature) F— An estimate of the total price of the labor,services,equipment or materials furnished or to be furnished is: $ OyJ= WOLCOTTS FORM 15100-(price class 13E)(quintuplicate) � t^,,A"LIFORNIA PRELIMINARY 20-DAY NOTICE-rep.1-2000 7 7775 9251 �4 0 2000.WOLCOTTS FORMS,INC. For further information, please refer to the text of Section 3097, Section 3097.1 and Section 3098 of the California Civil Code. Should you have any doubt as to the usefulness of this form for your purposes you are urged to consult your own attorney. PRIVATE WORK PUBLIC WORK PROOF OF SERVICE AFFIDAVIT PROOF OF SERVICE AFFIDAVIT Section 3097.1(c)California Civil Code Section 3098 California Civil Code IF BY MAIL IF BY MAIL f declare: I, MCt'2�- 1a� � >declare: That I served copies of this California Preliminary 20-Day That I served copies of this California Preliminary 20-Day Notice by First Class registered/certified mail,postage prepaid,on the Notice by First Class registered/certrried mail,postage prepaid,on the lender, owner, original contractor and subcontractor with whom I public agency,contractor and subcontractor with whom i contracted at contracted at their respective addresses as shown on the reverse side, their respective addresses as shown on the reverse side,on the on the day of day of I declare under penalty of perjury that the foregoing is true and correct. I declare under penalty of perjury that the foregoing is true and correct. Executed on the day of ,at Exec�utted.>on the day of f " Z�at 4 ' California. -7 9611 ,Cal' mia. Signature of person making service Signature 61 persoKmaking service (Attach receipts and return receipts of registered or certified mail (Attach receipts and return receipts of registered or certified reel and/or photocopies of record of delivery and receipt maintained by the and/or photocopies of record of delivery and receipt maintained by flee Post Office.). Post Office.) IF BY PERSONAL SERVICE IF BY PERSONAL SERVICE declare: ,declare: That I served copies of this California Preliminary 20-Day That I served copies of this California Preliminary-20-Day Notice on the parties named on the reverse side at the places and on Notice on the parties named on the reverse side at the places and on the dates shown below: the dates shown below: Lender at Public Agency at on the_day of on the_day of Owner at Contractor at on the_day of on the_day of Contractor at Subcontractor at on the-day of on the day of , Subcontractor at I declare under penalty.of.perjury,that the foregoing,is true and correct. on the_day of Executed on the day of at I declare under penalty of perjury that the foregoing is true and correct. Cal'tomia:' Executed on the day of ,at Signature of person making service California. Signature of person making service ASSUMPTION OF RISK,WAIVER OF LIABILITY AND INDEMNITY AGREEMENT BY THE CITY OF HUNTINGTON BEACH REGARDING THE WARNER AVENUE GRAVITY SEWER AND LIFT STATION PROJECT WHEREAS, the City of Huntington Beach, a California municipal corporation("City") has applied to the California Coastal Commission("Commission")for Coastal Development Permit No. 5-12-268 (the"CDP")to construct the Warner Avenue Gravity Sewer and Lift Station Project("Project"); and As a condition of issuance of the CDP,the Commission has required the City to submit a written agreement, in a form and content acceptable to Commission's Executive Director,in which City agrees to assume certain risks, waive liability for certain injuries or damages, and provide indemnification to the Commission for certain other claims and damages that may result due to the Project, NOW,THEREFORE,the City hereby agrees as follows: 1. INDEMNIFICATION ASSUMPTION OF RISK AND WAIVER OF LIABILITY By acceptance of the CDP,the City acknowledges and agrees: A. That the Project site may be subject to hazards from wave and tidal action; and B. To assume the risks of such hazards to the City,and the property that is the subject of the CDP, of injury and damage from such hazards in connection with the permitted development; and C. To unconditionally waive any claim of damage or liability against the Commission, its officers, agents, and employees for injury or damage from such hazards;and D. To indemnify and hold harmless the Commission, its officers, agents, and employees with respect to the Commission's approval of the Project against any and all liability, claims, demands, damages, costs(including costs and fees incurred in defense of such 13-3852/101786 I 1 claims), expenses, and amounts paid in settlement arising from any injury or damage due to such hazards; and E. To include a provision in any subsequent lease of the subject property requiring the lessee to submit a written agreement to the Commission, for the review and approval of the Executive Director, incorporating all of the terms of this Paragraph 1. IN WITNESS WHEREOF,the City of Huntington Beach has executed this Agreement by and through its authorized officers on October 10 , 2013. CITY OF HUNTINGTON BEACH A California municipal corporation Mayor City erk APPROVED AS TO FORM: REV AND APPROVED: Nity Atta err y Q ,C, rtfoager `t 13 INITIATED AND APPROVED: Public Works Director ' This is to certify that the Assumption of Risk,Waiver of Liability and Indemnity Agreement set forth above is hereby acknowledged by the undersigned officer on behalf of the California Coastal Commission pursuant to authority conferred by the California Coastal Commission when it granted Coastal Development Permit No. 5-12-268 on April 10,2013 and the California Coastal Commission accepts the form and content thereof by its duly authorized officer. Dated: l�� O�'fy l CALIFORNIA COASTAL COMMISSION By: //'Auf 07/ 13-3852/101786 2 Esparza, Patty From: Ferrigno, Andrew Sent: Thursday, October 10, 2013 2:44 PM To: Esparza, Patty Subject: FW: The Coastal Commission (CCC) rejected our Liability Agreement for the WAGS project. Patty, Enclosed is the email chain where by Paul D'Alessandro stated that the revised document was "substantially the same." Let me know if you need anything else. Andy Andrew Ferrigno PE Senior Civil Engineer City of Huntington Beach 714-536-5291 From: D'Alessandro, Paul Sent: Thursday, October 03, 2013. 7:03 AM To: Ferrigno, Andrew Subject: RE: The Coastal Commission (CCC) rejected our Liability Agreement for the WAGS project. It's substantially the same, I don't think it needs to go back. Paul D'Alessandro Assistant City Attorney I City of Huntington Beach P.O. Box 190, 2000 Main Street Huntington Beach, CA 92648 Phone: 714-536-5555 Fax: 714-374-1590 IMPORTANT NOTICE: The preceding message may be confidential or protected by the attorney-client privilege. It is not intended for transmission to, or receipt by, any unauthorized persons. If you believe that it has been sent to you in error, do not read it. Please reply to the sender that you have received the message in error, then destroy it. Thank you. From: Ferrigno, Andrew Sent: Wednesday, October 02, 2013 4:37 PM To: D'Alessandro, Paul Subject: RE: The Coastal Commission (CCC) rejected our Liability Agreement for the WAGS project. Paul, Do I need to take this back to Council for approval or is it substantially the same document that Council already approved? ` Andy Andrew Eerrigno PE Senior Civil Engineer City of Huntington Beach 714-536-5290-1 From: Ferrigno, Andrew Sent: Wednesday, October 02, 2013 2:40 PM To: D'Alessandro, Paul Cc: Herbel, Tom Subject: FW: The Coastal Commission (CCC) rejected our Liability Agreement for the WAGS project. Paul, I'll send it to the CCC right away. Thanks again for the super fast response. Andy Andrew Ferrigno PE Senior Civil Engineer City of Huntington Beach 714-536-5290-1 From: D'Alessandro, Paul Sent: Wednesday, October 02, 2013 2:36 PM To: Ferrigno, Andrew Subject: RE: The Coastal Commission (CCC) rejected our Liability Agreement for the WAGS project. Here's a revised version that includes the changes. It might be a good idea to run the new draft by whoever you are dealing with at CC before you go to the effort of getting the signatures again. Paul D'Alessandro Assistant City Attorney I City of Huntington Beach P.O. Box 190, 2000 Main Street Huntington Beach, CA 92648 Phone: 714-536-5555 Fax: 714-374-1590 IMPORTANT NOTICE: The preceding message may be confidential or protected by the attorney-client privilege. It is not intended for transmission to, or receipt by, any unauthorized persons. If you believe that it has been sent to you in error, do not read it. Please reply to the sender that you have received the message in error, then destroy it. Thank you. From: Ferrigno, Andrew Sent: Wednesday, October 02, 2013 2:21 PM 2 ECE4VED BY:, CITY CLERK RECEIPT COPY �ff /may Return DUPLICATE to City Clerk's Office (Name) �/ � aftersigning/dating (Date) �. CITY OF 11 UNTIIVC TON BEACH INTERDEPARTMENTAL COMMUNICATION TO: City Treasurer FROM: City Clerk / DATE: SUBJECT: Bond Acceptance have received the bonds for 11106 4 � Il/ -�►.J (Company Name) CAPITAL PROJECTS (Includes CC's and MSC's) _ (/ Performance Bond No. Payment Bond (Labor and Materials) Bond No. Warranty or Maintenance Bond No. TRACT AND DEVELOPMENT Faithful Performance Bond No. Labor and Material Bond No. Guarantee and Warranty Bond No. Monument Bond No. Franchise Bond No. Letter of Credit Bond No. Other Re: Tract No. Approved �' pp (Council Approval Date) CC No. / 7 V Agenda Item No. I MSC No. City Clerk Vault No. /,-4 jo . Other No. SIRE System ID.No. a"' g:/forms/bond transmittal to treasurer CITY FUNDED CONSTRUCTION CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND VIDO ARTUKOVICH & SON, INC. /VIDMAR, INC. A JV FOR CC-1370 WARNER AVENUE GRAVITY SEWER AND LIFT STATION #C REPLACEMENT PROJECT THIS AGREEMENT ("Agreement") made and entered into by and between the City of Huntington Beach, a municipal corporation of the State of California, hereinafter referred to as "CITY," and VIDO ARTUKOVICH & SON, INC. / VIDMAR, INC. A JA V, a California corporation, hereinafter referred to as "CONTRACTOR." WHEREAS, CITY has solicited bids for a public works project, hereinafter referred to as "PROJECT," more fully described as WARNER AVENUE GRAVITY SEWER & LIFT STATION #C REPLACEMENT PROJECT in the City of Huntington Beach; and CONTRACTOR has been selected to perform said services, NOW, THEREFORE, in consideration of the promises and agreements hereinafter made and exchanged, the parties covenant and agree as follows: l. 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 g/agree/surfnet/cityconst I of 22 12/11 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 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; g/agree/surfnet/C1tyc011st 2 of 22 12/11 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' News, Inc., 10801 National Boulevard, Los Angeles, CA 90064, and all amendments thereto, written and promulgated by the Southern California chapter of the American Public Works Association and the Southern California District Associated General Contractors of the California Joint Cooperative Committee; E. Bid documents including the Notice Inviting Bids, the Special Instructions to Bidders and the CONTRACTOR's proposal, (which is attached hereto as Exhibit "A" and incorporated herein by this reference); F. The particular Plans, Specifications, Special Provisions and Addenda applicable to the PROJECT. Anything mentioned in the Specifications and not indicated in the Plans or indicated in the Plans and not mentioned in the Specifications, shall be of like effect as if indicated and mentioned in both. In case of a discrepancy between any Plans, Specifications, Special provisions, or Addenda, the matter shall be immediately submitted by CONTRACTOR to the g/agree/surfnet/cityconst 3 of 22 12/II 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 Nine Million Eight Hundred Forty-Six Thousand Eight Hundred Sixty- Three Dollars ($9,846,863), as set forth in the Contract Documents, to be paid as provided in this Agreement. 4. COMMENCEMENT OF PROJECT CONTRACTOR agrees to commence the PROJECT within ten (10) working days after the Notice To Proceed is issued and diligently prosecute the PROJECT to completion within Two Hundred Twenty (220) consecutive working days from the day the Notice to Proceed is issued by DPW, excluding delays provided for in this Agreement. 5. TIME OF THE ESSENCE The parties hereto recognize and agree that time is of the essence in the performance of this Agreement and each and every provision of the Contract Documents. g/agree/surfileucityconst 4 of 22 12/11 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 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 g/agree/surfoeUcityconst 5 of 22 12/1) changes ordered in writing by DPW and the proper cost thereof shall be negotiated by the parties upon cost and pricing data submitted by CONTRACTOR; thereupon, CITY will promptly issue an adjusted change order to CONTRACTOR and the contract price will be adjusted upward or downward accordingly. 7. NOTICE TO PROCEED No work, services, material, or equipment shall be performed or.furnished under this Agreement unless and until a Notice to Proceed has been given to CONTRACTOR by CITY. CITY does not warrant that the work will be available on the date the Notice to Proceed is issued. In the event of a delay in commencement of the work due to unavailability of the job site, for any reason, relief to CONTRACTOR shall be limited to a time extension equal to the delay due to such unavailability. 8. BONDS Only bonds issued by California admitted sureties will be accepted. CONTRACTOR shall, prior to its performance of this Agreement, furnish the following two (2) bonds approved by the City Attorney: One in the amount of one hundred percent (100%) of the contract price to guarantee the CONTRACTOR's faithful performance of the work, and one in the amount of one hundred percent of the contract price to guarantee payment of all claims for labor and materials furnished. In addition, CONTRACTOR shall submit to CITY a bond in the amount of one hundred percent (100%) of the final contract price, including all change orders, to warrant such performance for a period of one (1) year after CITY's acceptance thereof within ten (10) days of filing of the Notice of Completion. g/agree/surfnet/cityconst 6 of 22 12/11 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 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, g/agree/surfnet/6tyconst 7 of 22 12/11 the sum of One Thousand Dollars ($1,000) 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. CONTRACTOR shall, within fifteen (15) days from the beginning of any such delay (unless DPW shall grant a further period of time), notify DPW in writing of the cause of the delay and CITY shall extend the time for completing the work if, in its judgment, the findings of fact thereon justify the delay; and the decision of DPW shall be conclusive on the parties hereto. Should CONTRACTOR be delayed in the prosecution or completion of the work by the act, neglect or default of CITY, or should CONTRACTOR be delayed by waiting for materials required by this Agreement to be furnished by CITY, or by damage caused by fire or other casualty at the job site for which CONTRACTOR is not responsible, or by the combined action of the workers, in no way caused by or resulting g/agree/surfnet/cityconst 8 of 22 12/11 fi•om 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, whether or not changed as g/agree/surflieUcityconst 9 of 22 12/11 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 IN ESTIMATED QUANTITIES The quantities listed in the bid schedule will not govern final payment. Payment to CONTRACTOR will be made only for the actual quantities of contract items used in construction of the PROJECT, in accordance with the plans and specifications. Upon completion of the PROJECT, if the actual quantities used are either more than or less than the quantities listed in the bid schedule, the bid price shall prevail subject to the provisions of this Section. DPW may, at its sole discretion, when warranted by the facts and circumstances, order an equitable adjustment, upwards or downwards, in payment to CONTRACTOR where the actual quantities used in construction of the PROJECT are in variation to the quantities listed in the bid schedule. No claim by CONTRACTOR for an equitable adjustment in price or time for completion shall be allowed if asserted after final payment under this Agreement. If the quantity variation is such as to cause an increase in the time necessary for completion, DPW shall ascertain the facts and circumstances and make such adjustment for extending the completion date as in its sole judgment the findings warrant. g/agree/surfnet/cityconst 10 of 22 12/11 14. PROGRESS PAYMENTS Each month DPW will make an estimate in writing of the work performed by CONTRACTOR and the value thereof. From each progress estimate, five percent (5%) will be deducted and retained by CITY and the remainder of the progress estimate, less the amount of all previous payments since commencement of the work, will be paid to CONTRACTOR. When CONTRACTOR has, in the judgment of DPW, faithfully executed fifty percent (50%) or more of the value of the work as determined from the bid schedule, and if DPW finds that satisfactory progress has been and is being made, CONTRACTOR may be paid such sum as will bring the payments of each month up to one hundred percent (100%) of the value of the work completed since the commencement of the PROJECT, as determined in its sole discretion by DPW, less all previous payments and less all previous retained amounts. CITY's final payment to CONTRACTOR, if unencumbered, or any part thereof unencumbered, shall be made thirty-five (35) days after the acceptance of the work and the filing of a Notice of Completion by CITY. Provided, however, that in the event of a dispute between CITY and CONTRACTOR, CITY may withhold from the final payment an amount not to exceed 150 percent of the value of any disputed amount of work. Payments shall be made on demands drawn in the manner required by law, each payment to be accompanied by a certificate signed by DPW, affirming that the work for which payment is demanded has been performed in accordance with the terms of the Agreement and that the amount stated in the certificate is due under the terms of the Agreement. Partial payments on the contract price shall not be considered as a acceptance of any part of the work. g/agree/surfnet/cityconst I I of 22 12/11 15. WITHHELD CONTRACT FUNDS SUBSTITUTION OF SECURITIES At the request and at the sole cost and expense of CONTRACTOR, who shall retain beneficial ownership and receive interest, if any thereon, CITY shall permit the substitution and deposit therewith of securities equivalent to the amount of any monies withheld by CITY to ensure performance under the terms of this Agreement. 16, AFFIDAVITS OF SATISFACTION OF CLAIMS After the completion of the work contemplated by this Agreement, CONTRACTOR shall file with DPW its affidavit stating that all workers and persons employed, all firms supplying materials and all subcontractors working upon the PROJECT have been paid in full and that there are no claims outstanding against the PROJECT for either labor or material, except certain items, if any, to be set forth in CONTRACTOR's affidavit covering disputed claims, or items in connection with Notices to Withhold, which have been filed under the provisions of the statutes of the State of California. 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 g/agree/surfnet/cityconst 12 of 22 12/11 employees and damage to CONTRACTOR's property, arising directly or indirectly out of the obligations or operations herein undertaken by CONTRACTOR, caused in whole or in part by any negligent act or omission of the CONTRACTOR, any subcontractors, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, including but not limited to concurrent active or passive negligence, except where caused by the active negligence, sole negligence, or willful misconduct of the CITY, its officers, elected or appointed officials, employees, agents, and volunteers. CONTRACTOR will conduct all defense at its sole cost and expense and CITY shall approve selection of CONTRACTOR's counsel. This indemnity shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by CONTRACTOR. 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 obtain and furnish to City workers' compensation and employer's liability insurance in an amount of not less than the State statutory limits. CONTRACTOR shall require all subcontractors to provide such workers' compensation and employer's liability insurance for all of the subcontractors' employees. g/agree/surfiieUcityconst 13 of 22 12/11 CONTRACTOR shall furnish to CITY a certificate of waiver of subrogation under the terms of the workers' compensation and employer's liability insurance and CONTRACTOR shall similarly require all subcontractors to waive subrogation. 20. INSURANCE In addition to the workers' compensation and employer's liability insurance and CONTRACTOR's covenant to defend, hold harmless and indemnify CITY, CONTRACTOR shall obtain and furnish to CITY, a policy of general public liability insurance, including motor vehicle coverage covering the PROJECT. This policy shall indemnify CONTRACTOR, its officers, employees and agents while acting within the scope of their duties, against any and all claims arising out or in connection with the PROJECT, and shall provide coverage in not less than the following amount: combined single limit bodily injury and property damage, including products/completed operations liability and blanket contractual liability, of One Million Dollars ($1,000,000) per occurrence. If coverage is provided under a form which includes a designated general aggregate limit, the aggregate limit must be no less than One Million Dollars ($1,000,000) for this PROJECT. This policy shall name CITY, its officers, elected or appointed officials, employees, agents, and volunteers as Additional Insureds, and shall specifically provide that any other insurance 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 without the express written consent of CITY; however an insurance policy"deductible" of$5,000.00 is permitted. g/a gree/surfnet/citycon st 14 of 22 12/11 21. CERTIFICATES OF INSURANCE• ADDITIONAL INSURED ENDORSEMENTS Prior to commencing performance of the work hereunder, CONTRACTOR shall furnish to CITY certificates of insurance subject to approval of the City Attorney evidencing the foregoing insurance coverages as required by this Agreement; the certificates shall: 1. provide the name and policy number of each carrier and policy; 2. state that the policy is currently in force; and 3. promise to provide that such policies will not be canceled or modified without thirty (30) days' prior written notice of CITY. CONTRACTOR shall maintain the foregoing insurance coverages in force until the work under this Agreement is fully completed and accepted by CITY. The requirement for carrying the foregoing insurance coverages shall not derogate from the CONTRACTOR's defense, hold harmless and indemnification obligations as set forth under this Agreement. CITY or its representative shall at all times have the right to demand the original or a copy of all the policies of insurance. CONTRACTOR shall pay, in a prompt and timely manner, the premiums on all insurance hereinabove required. CONTRACTOR shall provide a separate copy of the additional insured endorsement to each of CONTRACTOR's insurance policies, naming CITY, its officers, elected and appointed officials, employees, agents and volunteers as Additional Insureds, to the City Attorney for approval prior to any payment hereunder. g/agree/surfiiet/city cot)st 15 of 22 12/II 22. NOTICE OF THIRD PARTY CLAIM Pursuant to Public Contracts Code §9202, CITY shall provide notice to CONTRACTOR of receipt of any claim filed with CITY or a court of competent jurisdiction which arises out of performance of this agreement within ten (10) days of receipt of such claim or claims. 23. DEFAULT AND TERMINATION If CONTRACTOR fails or refuses to prosecute the work hereunder with diligence, or fails to complete the work within the time specified, or is adjudged bankrupt or makes an assignment for the benefit of creditors or becomes insolvent, or violates any provision of this Agreement or the Contract Documents, CITY may give CONTRACTOR notice in writing of its intention to terminate this Agreement. Unless the violation is cured within ten (10) days after such Notice of Intention has been served on CONTRACTOR, CITY may, without prejudice to any other remedy it may have, terminate this Agreement upon the expiration of that time. Upon such default by CONTRACTOR, CITY may elect not to terminate this Agreement; in such event CITY may make good the deficiency in which the default consists and deduct the resulting costs from the progress payments then or to become due to CONTRACTOR. If it is subsequently determined by a court of competent jurisdiction that CITY's termination of this Agreement under this Section was wrongful, such termination shall be converted to a termination for convenience under Section 24 and any damages shall be assessed as set forth in Section 24. g/agree/surflieUcityconst 16 of 22 12/11 24. TERMINATION FOR CONVENIENCE CITY may terminate this Agreement for convenience at any time with or without cause, and whether or not PROJECT is fully complete upon seven (7) calendar days written notice to CONTRACTOR. In the event of termination, under this Section CITY shall pay CONTRACTOR for value of work in place on the PROJECT through the termination period less all such payments already made. In case of such termination for convenience, the CONTRACTOR shall be entitled to receive payment for work executed, and costs incurred by reason of such termination. In no event shall CONTRACTOR be entitled to recover overhead, profit or CONTRACTOR's fee on work not performed. Such payment by CITY shall be CONTRACTOR's sole and exclusive remedy for termination by CITY for its convenience and CITY shall have no further obligation to CONTRACTOR. 25. DISPOSITION OF PLANS ESTIMATES AND OTHER DOCUMENTS CONTRACTOR agrees that upon completion of the work to be performed hereunder, or upon expiration or earlier termination of this Agreement, all original plans, specifications, drawings, reports, calculations, maps and other documents pertaining to this Agreement shall be delivered to CITY and become its sole property at no further cost. 26. NONASSIGNABILITY CONTRACTOR shall not sell, assign, transfer, convey or encumber this Agreement, or any part hereof, or any right or duty created herein, without the prior written consent of CITY and the surety. 27. CITY EMPLOYEES AND OFFICIALS CONTRACTOR shall employ no CITY official nor any regular CITY employee in the work performed pursuant to this Agreement. No officer or employee of g/agree/surfnet/cityconst 17 of 22 12/11 CITY shall have any financial interest in this Agreement in violation of the California Government Code. 28. STOP NOTICES• RECOVERY OF ADMINISTRATIVE COSTS CITY shall be entitled to all reasonable administrative costs and necessary disbursements arising out of the processing of Stop Notices, Notices to Withhold, or any similar legal document. This obligation shall be provided for in the labor and materials payment bond required of CONTRACTOR. CITY may charge an administrative fee of One Hundred Dollars ($100) for every Stop Notice filed in excess of two (2), regardless of whether or not CITY is named in an action to enforce such stop notices. CITY may set off any unreimbursed cost or expense so incurred against any sum or sums owed by CITY to CONTRACTOR under this Agreement. 29. NOTICES Any notices, certificates, or other communications hereunder shall be given either by personal delivery to CONTRACTOR's agent (as designated in Section I hereinabove) or to CITY as the situation shall warrant, or by enclosing the same in a sealed envelope, postage prepaid, and depositing the same in the United States Postal Service, to the addresses specified below; provided that CITY and CONTRACTOR may designate different addresses to which subsequent notices, certificates or other communications will be sent by notifying the other party via personal delivery, reputable overnight carrier or U. S. certified mail-return receipt requested: TO CITY: TO CONTRACTOR: City of Huntington Beach Vido Artukovich & Son, Inc.Nidmar, Inc. A JV ATTN: Joseph Dale, Public Works 11155 Rush Street, South El Monte, CA 2000 Main Street 91733 Huntington Beach, CA 92648 g/agree/surfiiet/cityconst 18 of 22 12/11 30. SECTION HEADINGS The titles, captions, section, paragraph and subject headings, and descriptive phrases at the beginning of the various sections in this Agreement are merely descriptive and are included solely for convenience of reference only and are not representative of maters included or excluded from such provisions, and do not interpret, define, limit or describe, or construe the intent of the parties or affect the construction or interpretation of any provision of this Agreement. 31. IMMIGRATION CONTRACTOR shall be responsible for full compliance with the immigration and naturalization laws of the United States and shall, in particular, comply with the provisions of United States Code Section 1324a regarding employment verification. 32. LEGAL SERVICES SUBCONTRACTING PROHIBITED CONTRACTOR and CITY agree that CITY is not liable for payment of any subcontractor work involving legal services, and that such legal services are expressly outside the scope of services contemplated hereunder. CONTRACTOR understands that pursuant to Huntington Beach City Charter Section 309, the City Attorney is the exclusive legal counsel for CITY; and CITY shall not be liable for payment of any legal services expenses incurred by CONTRACTOR. 33. ATTORNEY'S FEES In the event suit is brought by either party to construe, interpret and/or enforce the terms and/or provisions of this Agreement or to secure the performance hereof, g/agree/surfnet/cityconst 19 of 22 12/11 each party shall bear its own attorney's fees, such that the prevailing party shall not be entitled to recover its attorney's fees from the non-prevailing party. 34. INTERPRETATION OF THIS AGREEMENT The language of all parts of this Agreement shall in all cases be construed as wwhole, according to its fair meaning, and not strictly for or against any of the parties. If any provision of this Agreement is held by an arbitrator or court of competent jurisdiction to be unenforceable, void, illegal or invalid, such holding shall not invalidate or affect the remaining covenants and provisions of this Agreement. No covenant or provision shall be deemed dependent upon any other unless so expressly provided here. As used in this Agreement, the masculine or neuter gender and singular or plural number shall be deemed to include the other whenever the context so indicates or requires. Nothing contained herein shall be construed so as to require the commission of any act contrary to law, and wherever there is any conflict between any provision contained herein and any present or future statute, law, ordinance or regulation contrary to which the parties have no right to contract, then the latter shall prevail, and the provision of this Agreement which is hereby affected shall be curtailed and limited only to the extent necessary to bring it within the requirements of the law. 35. GOVERNING LAW This Agreement shall be governed and construed in accordance with the laws of the State of California. 36. DUPLICATE ORIGINAL The original of this Agreement and one or more copies hereto have been prepared and signed in counterparts as duplicate originals, each of which so executed shall, g/agree/surf cUeityconst 20 of 22 12/11 irrespective of the date of its execution and delivery, be deemed an original. Each duplicate original shall be deemed an original instrument as against any party who has signed it. 37. CONSENT Where CITY's consent/approval is required under this Agreement, its consent/approval for one transaction or event shall not be deemed to be consent/approval to any subsequent occurrence of the same or any other transaction or event. 38. SURVIVAL Terms and conditions of this Agreement, which by their sense and context survive the expiration or termination of this Agreement shall so survive. 39. MODIFICATION No waiver or modification of any language in this Agreement shall be valid unless in writing and duly executed by both parties. 40. SIGNATORIES Each undersigned represents and warrants that its signature hereinbelow has the power, authority and right to bind their respective parties to each of the terms of this Agreement, and shall indemnify CITY fully for any injuries or damages to CITY in the event that such authority or power is not, in fact, held by the signatory or is withdrawn. 41. ENTIRETY The parties acknowledge and agree that they are entering into this Agreement freely and voluntarily following extensive arm's length negotiation, and that each has had the opportunity to consult with legal counsel prior to executing this Agreement. The parties also acknowledge and agree that no representations, inducements, ghgree/surfiiet/cityconst 21 of 22 12/11 promises, agreements or warranties, oral or otherwise, have been made by that party or anyone acting on that party's behalf, which are not embodied in this Agreement, and that that party has not executed this Agreement in reliance on any representation, inducement, promise, agreement, warranty, fact or circumstance not expressly set forth in this Agreement. This Agreement, and the attached Exhibit "A", contain the entire agreement between the parties respecting the subject matter of this Agreement, and supersede all prior understandings and agreements whether oral or in writing between the parties respecting the subject matter hereof. IN WITNESS WHEREOF,the parties hereto have �caused this Agreement to be executed by and through their authorized officers on ff'I , �LLJ7— /T20�• g/agree/surfnet/cityconst 22 of 22 12/11 CONTRACTOR CITY OF HUNTINGTON BEACH, a munici corporgtion of the State of California' Vido Artukovich & Son, Inc./Vidmar, Inc. A JV Mayor By: .—JZ Mar Artukovich—Managing in Partner Cit��Clerk ItAAI&& print name ITS: (circle one)Chairman/President/Vice President INITIATED AND APPROVED: AND Director of Public orks By: REVIE D APPROVED: print name ITS: (circle one) Secretary/Chief Financial Officer/Asst. Secretary-Treasurer it Manager APPROVED AS TO FORM: r�J,1. 1 J,L4, y,,City A orney p\co 4GDj l_3 g/agree/surfnetkityconst 23 of 22 12/11 VIDO AJRTUKO V IC I & SON, INC. / V AD1VJIAR, INC. A J. V . 11155 RUSH STREET SO. EL MONTE, CA 91733 THE ARTUKOVICH COMPANIES SINCE 1919 Telephone 626,444,4286 Fax 626,444.3989 JOINT VENTURE DECLARATION Vido Artukovich & Son, Inc. and Vidmar, Inc. A Joint Venture and the partners of same hereby authorize Mark Artukovich or Vido Artukovich or A.P. Artukovich to sign and execute documents on behalf of the Joint Venture, Vido Artukovic Son, Inc. Vidmar, Inc. By: A. A ovich Vido Artukovich SECTION C PER ADDENDUM NO . TWO PROPOSAL for the construction of WARNER AVENUE GRAVITY SEWER AND LIFT STATION#C REPLACEMENT PROJECT on WARNER AVENUE BETWEEN PACIFIC COAST HIGHWAY AND EDGEWATER LANE& PACIFIC COAST HIGHWAY BETWEEN 2ND ST. AND WARNER AVENUE CC No. 1370 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 220 working days, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 BIDDING SCHEDULE THE CITY OF HUNTINGTON BEACH WARNER AVENUE GRAVITY SEWER IMPROVEMENTS PROJECT CC-1370 Bid Estimated Item Description quantity Unit Unit Price Total Price Per Plans and Specifications, furnish all labor, 1 material and equipment to mobilize, demobilize, 1 LS $ $ and provide cleanup of construction site: provide all bonds, insurance, and obtain all permits. Comply with the Regulations of the California Coastal Commission and State Lands; 2 implement the mitigation measures contained 1 LS $ $ in the Mitigated Negative Declaration; prevent migration of runoff, soils, debris, and other materials into the Bolsa Chica Wetlands; and maintain compliance throughout the project. Furnish a qualified archaeological, 3 palentological, and Native American 1 EA $ $ construction monitor, for observing and documenting all excavations conducted during the q�p�voo Lews000 course of the project. G Reset existing survey monument in standard 4 monument well; file corner record to 3 EA $ $3 ao perpetuate the monument with a minimum of four tie points per Appendix Q of the Specifications 3©6r7 Verify existence of survey monument; reset monument in kind and tagged in standard 3 �D 5 monument well if found;file corner record with 3 EA $ $ 6 a minimum of four tie points per Appendix Q of 3O00 the Specifications. Per Plans and Specifications, furnish all labor, materials and equipment to Pothole and locate horizontal and vertical positions of all existing $ 6 utilities in the vicinity of the work. Prepare a 1 LS report and submit it to the City a minimum of four 4 �p (4) weeks prior to start of construction to allow ` revisions to current design. C-z Per Plans and Specifications, furnish all labor, materials, and equipment as required to develop a Construction Traffic Control Plan (to supplement or revise the design provided in the Plans if deemed necessary by the Bidder), prepared by a California Registered Traffic $ 7 Engineer, for favorable review by the City and 1 LS Caltrans; and implement the plan to provide public convenience, safety and traffic control; OD including warning signs, high level warning 1�r� devices, delineators, regulatory signs, barricades, and recessed trench plate bridging throughout the project. Per Plans and Specifications, furnish all labor, materials, and equipment as required, and develop, design, and implement trench and excavation safety measures, including shoring plans prepared by a California Registered Structural Engineer, incorporating the requirements of the dewatering plan and any $ additional geotechnical work performed by the 1 LS $ $ Contractor in the shoring plan; and implement the J O,oao,000 plan to provide trench and excavation safety ��pA including sheeting, shoring, and bracing, or equivalent method for the protection of life and limb in trenches, pump station excavation, valve vault excavation, and open excavation; and protection of all adjacent structures in conformance with applicable safety orders. Per Plans and Specifications, develop a Dewatering Plan prepared by a California Registered Geotechnical Engineer, incorporating the requirements of the shoring plan and any additional geotechnical information required and developed by the Contractor; furnish all labor, material, and equipment as required and 9 obtain NPDES permit from the Regional Water 1 LS $ $ Quality Control Board, well drilling and destruction permits from Orange County Health Department; DO conduct any field testing required for the ,� 0� design of the dewatering system; implement dewatering; properly remove the dewatering system, including the dewatering and existing and Contractor installed monitoring wells, when it is no Ion er needed. Per Plans and Specifications, furnish all labor, materials, and equipment necessary, and 10 maintain sewer flows throughout the project 1 LS $ �$ during the entire construction period, including bypass pumping, use of Vactor trucks and all QS�po appurtenances necessary. Per Plans and Specifications, furnish all labor, materials, and equipment necessary, and treat $ 11 and dispose of contaminated groundwater, up 1 LS $ to 1200 gallons per minute during the ®�8e groundwater dewatering operation. `Q C-3 Per Plans and Specifications, provide the services of a California Registered Geotechnical Engineer with experience in all elements of the project, and provide all services related to designing, conducting all necessary 12 testing needed for design, and providing 1 LS $ $ recommendations to the Contractor for and during Z 00O the construction of the dewatering system ,Dea including dewatering and monitoring wells, foundation work, design of the flowable fill material (controlled low strength material), and all other appurtenant work. CONSTRUCTION OF CITY OF HUNTINGTON BEACH SEWER-LIFT STATION B TO MANHOLE NOA AT PCH AND WARNER AVENUE,AND LATERALS A AND C Per Plans and Specifications, furnish all labor, materials, and equipment necessary, and clear, grub, and strip the area of the City of Huntington Beach Lift Station B and Lateral A $ 13 and C, sites, and legally dispose of all removed 1 LS $ 12sao materials, including all landscaping, asphalt concrete and Portland cement concrete paving, curb, gutter, sidewalk, conduits, wires, irrigation piping, pull boxes, and all appurtenant work Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 14 construct 15-inch diameter extra strength 538 LF $ (� Vitrified Clay Pipe (VCP) sewer from MH No.1 5 t to MH No.4, and all appurtenances per City Std. (� Plan 502. Per Plans and Specifications, furnish all labor, material and equipment necessary, and construct 15 4-foot diameter sewer manhole over existing 1 EA $ $ sewer, with 125 mil Sancon 100 coating on all v 4000 interior surfaces, including base per City Std. Plan 504 and 505, maintain sewer flows. Per Plans and Specifications, furnish all labor, materials and equipment necessary to construct $ 16 4-foot diameter sewer manhole with 125 mil 2 EA $ Sancon 100 coating on all interior surfaces, including base, per City Std. Plan 504 and 505. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and remove existing 4-foot diameter manhole and base; construct new 4-foot diameter sewer manhole $ 17 with 125 mil Sancon 100 coating on all interior 2 EA $ 3eo®oz) surfaces, including base per City Std. Plan 504 Q Q 0 and 505; maintain sewer flows; replace curb, gutter and all other improvements damaged to nearest joint C-4 Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 18 construct 6-inch diameter extra strength VCP 65 LF $ �'4S S� $ZS� sewer(Laterals A and C), and all appurtenances per City Std. Plan 502. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and remove 19 and dispose of existing sewer manhole and 1 EA $ L0! $ base to 7 feet below existing grade minimum, L¢ backfill remaining structure and excavation with low strength slurry mix. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and abandon existing 10-inch VCP sewer line in 650 LF $ S $ 20 place between Lift Station B and south of Warner Avenue centerline; and fill with low strength slurry mix. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and remove and replace 355 feet of existing stamped $ 21 concrete median along Pacific Coast Highway 1 LS north of Warner Avenue; protect existing traffic 000' signal pole, pull boxes, conduits and wires in lace. Per Plans and Specifications, furnish all labor, 22 materials, and equipment necessary, and remove 529 CY $ $ contaminated soil from excavations and dispose of properly. CONSTRUCTION OF SUNSET BEACH SANITARY DISTRICT SEWER IMPROVEMENTS SUNSET BEACH SANITARY DISTRICT LIFT STATION TO MANHOLE No.4 AT PACIFIC COAST HIGHWAY AND WARNER AVENUE Per Plans and Specifications, furnish all labor, materials, equipment necessary, and clear, grub, and strip the area of the Sunset Beach Sanitary District Lift Station site, and legally $ 23 dispose of all removed materials, including all 1 LS $ f?-jV landscaping, asphalt concrete and Portland cement concrete paving, curb, gutter, sidewalk, conduits, wires, irrigation piping, pull boxes, controls, and all appurtenant work. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct 10-inch diameter extra strength VCP $ 24 Sunset Beach Sanitary District sewer (Lateral 227 LF $/—��- 2gZT B), per City Std. Plan 502 and as noted on the plans. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct 22 feet of 6-inch diameter AWWA $ 25 C900 DR14 PVC Sunset Beach Sanitary 1 LS $3-0-00 ZOO District sewer per City Std. Plan 502; 6-inch PVC Wye, cleanout, connection to existing forcemain, and all appurtenances C-5 Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct 4-foot diameter sewer manhole over $ 26 existing sewer with 125 mil Sancon 100 coating 1 EA $ 14,700 on all interior surfaces, including base, per City Std. Plan 504 and 505, with SBSD manhole cover; maintain sewer flows Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct 5-foot diameter sewer manhole $ 27 (Metering Manhole) with 125 mil Sancon 100 1 EA coating on all interior surfaces, including base per City Std. Plan 504 and 505, with SBSD manhole cover. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct 4-foot diameter sewer manhole with gc� $ 28 lyi 125 mil Sancon 100 coating on all interior 1 EA $ GDP surfaces, including base per City Std. Plan 504 and 505, with SBSD manhole cover. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 29 construct 2-inch diameter Schedule 80 PVC 1 LS $ $ conduit with pull rope from Metering Manhole to �. new pullbox behind curb; intercept existing conduit, and wires. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 30 abandon 340 feet of existing 6-inch sewer 1 LS $_ $ forcemain located upstream and downstream too of SBSD Lift Station in place and fill with low strength slurry mix. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and demolish existing Sunset Beach Sanitary District Lift Station, including removal of all equipment within the existing Lift Station, cleaning of the wet well, removal of the top 5 feet of the $ 31 structure, backfilling of remaining dry well, wet 1 LS well, and access structures with Class 100-E-100 ®Ap slurry, filling of the abandoned 10-inch VCP sewer y, with low strength slurry mix, backfilling of the top 5-feet with approved materials; removal of all curb, gutter, sidewalk; asphalt concrete paving, and all appurtenant work. Per Plans and Specifications furnish all labor, materials and equipment necessary, and replace 32 all curb, gutter, crossgutters, sidewalk, and 1 LS $ $ asphalt concrete paving, and all appurtenant a j work at the Sunset Beach Sanitary District Lift l�i6a Station site per City's approval. C-6 CONSTRUCTION OF SEWER FROM MANHOLE NOA AT PCH AND WARNER AVENUE TO NEW LIFT STATION C INCLUDING LATERALS D,E,AND F Per Plans and Specifications, furnish all labor, materials and equipment necessary, and $ 33 construct 15-inch diameter extra strength VCP 367 LF $ sewer from Manhole No.4 to new Lift Station t C, per City Std. Plan 502. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 34 construct 5-foot diameter sewer manhole with 4 EA $ $ 125 mil Sancon 100 coating on all interior :64Dpp surfaces, including base per City Std. Plan 504 and 505, Per Plans and Specifications, furnish all labor, materials and equipment necessary, and oD $o 35 construct sewer lateral; connect to existing 1 LS $mo Ooo lateral per City Std. Plan 507. Per Plans and Specifications, furnish all labor, 36 materials and equipment necessary, and 56 LF $ $ construct 6-inch diameter extra strength VCP sewer(Lateral D), per City Std. Plan 502. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and remove existing 4-foot diameter manhole and base at 37 the beginning of Lateral D; construct 4-foot 1 EA $ $ diameter sewer manhole with 125 mil Sancon ` oa 100 coating on all interior surfaces, including base per City Std. Plan 504 and 505; maintain sewer flows. Per Plans and Specifications, furnish all labor, material and equipment necessary, and construct 38 10-inch diameter extra strength VCP sewer 131 LF $- (fl (Lateral E) and all appurtenances, per City Std. Plan 502. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and remove existing 4-foot diameter manhole and base at the beginning of Lateral E; construct 4-foot 39 diameter sewer manhole with 125 mil Sancon 1 EA $ $ 100 coating on all interior surfaces, including base lip0 per City Std. Plan 504 and 505; maintain sewer slows; install and maintain BMPs 15 feet beyond work area to prevent migration of runoff and soils into the Bolsa Chica Wetlands. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 40 construct 8-inch diameter extra strength VCP 149 LF $ r $ sewer (Lateral F), per City Std. Plan 502, and �1d%2-9Q all appurtenances including the 8-inch Schedule 80 PVC drop pipe in the wet well. C-7 Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 41 construct 4-foot diameter sewer manhole along 3 EA $ $ v Lateral F, with 125 mil Sancon 100 coating on all Z1r®6 interior surfaces, including base per City Std. Plan 504 and 505. Per Plans and Specifications, furnish all labor, 42 materials, and equipment necessary, and remove 2 980_ CY $ $ contaminated soil from excavations and dispose of properly. vigoo �3$ r Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 43 abandon existing 12 -inch VCP sewer in 510 LF $ Warner Avenue between PCH and existing LiftO Station C in-place and fill with low strength slurry mix. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and abandon existing 8 -inch VCP sewer across 44 Warner Avenue between Warner Avenue Fire 110 LF $1p_- Station lateral and existing 12-inch sewer in Warner Avenue, and fill with low strength slurry mix. CONSTRUCTION OF SEWER FORCEMAIN AND GRAVITY SEWER FROM NEW LIFT STATION C TO EDGEWATER LANE Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct 12-inch diameter 40 mil ceramic epoxy lined Class 350 Ductile Iron sewer $ 45 forcemain pipe from new Lift Station C Valve 474 LF $ Vault to Warner Avenue Bridge, including the % as double ball flexible expansion joint and insulating flange on the west side of the Bridge, per City Std. Plan 606. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct 12-inch diameter Schedule 40 n� $ 46 Stainless Steel sewer forcemain pipe (all joints 101 LF $ce Da(�E1p welded), including pipe support brackets, roller supports, all appurtenances and Welder Inspection.. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct 12-inch diameter AWWA C900 DR14 47 PVC sewer forcemain pipe between the 12" 1 LS $ 1` $ p stainless steel forcemain and Manhole No.8, O� &D including the double ball flexible expansion joint, 3! .10 fittings, drop manhole connection, concrete encasement, and all appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 48 construct 2" sewer air/vacuum, including 2" 316 1 EAc►�o� stainless steel pipe, supports, and all appurtenances to Sewer Manhole No. 8. C-8 Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 49 construct 12-inch forcemain cleanout, including 2 EA $ $ 12"wye, eccentric plug valve, valve can assemby, 0p0 ceramic epoxy lined Class 53 ductile iron piping, t� BOO manhole, and all appurtenances. ` Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 50 construct anode test station with five (5) 48-lb 1 LS $ O m Q.$c�® magnesium anodes, test box, and all appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and Z 51 construct anode test station with two (2) 48-lb 1 LS $7DV0 $a magnesium anodes (one on each forcemain), test box, and all appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and $ 52 construct anode test station with one (1) 48-lb 1 LS $ pp magnesium anode, test box, and all appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and $ 53 construct buried insulating flange test box per 1 LS $ p Huntington Beach Std. Plan 634, and all appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct 15-inch diameter extra strength VCP $ 54 sewer from Manhole No.8 on the east side of 2101 LF $ Warner Avenue Bridge to existing 6-foot diameter Y Manhole.south of Edgewater Lane per City Std. t Plan 502. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 55 construct 4-foot diameter sewer drop manhole 1 EA $ $ p with 125 mil Sancon 100 coating on all interior a8 surfaces, including base per City Std.-Plan. 504 ©©J and 505. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 56 construct 4-foot diameter sewer manhole with 4 EA $ $ 125 mil Sancon 100 coating on all interior Ofl0 surfaces, including base per City Std. Plan. 504 and 505. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 57 construct 4-foot diameter sewer manhole over 1 EA $ $ existing sewer, with 125 mil Sancon 100 coating OD l2���U on all interior surfaces, including base per City Std. Plan 504 and 505; maintain sewer flows. C-9 Per Plans and Specifications, furnish all labor, materials and equipment necessary, and remove existing manhole and base to minimum 1-foot 58 below proposed manhole; construct 4-foot 1 EA $ $ diameter sewer manhole with 125 mil Sancon 100 coating on all interior surfaces, including base pC p per City Std. Plan 504 and 505; maintain sewer 14, flows. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 59 construct 5-foot diameter sewer manhole with 1 EA $ $ 125 mil Sancon 100 coating on all interior ��,CD� surfaces, including base per City Std. Plan. 504 ?POO and 505. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 60 construct temporary connection of existing 8- 1 LS $ f�d�0 inch AC forcemain to Sewer Manhole No.8; remove when no longer needed. Per Plans and Specifications furnish all labor, materials and equipment necessary, and remove 61 existing 8-inch sewer forcemain on the north 1 LS $ BB� side of the Warner Avenue Bridge, including all ZD�pp� appurtenant work. Per Plans and Specifications furnish all labor, 62 materials and equipment necessary, and 312 LF $ 24 $ abandon existing 8-inch AC sewer forcemain in place and fill with low strength slurry mix. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and abandon existing 12 -inch VCP sewer in Warner Avenue between the east side of $ 63 Warner Avenue Bridge and east of Sceptre 1018 LF $ .�Jh a,L Lane, including the 8-inch sewer south of Manhole No. 12, and fill with low strength slurry mix. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and abandon existing 15 -inch VCP sewer in 64 Warner Avenue between the east side of 1145 LF $ $ 2 Sceptre Lane and Edgewater Lane, including �T two short reaches of 15-inch and one reach of 8-inch sewer north of abondoned Lift Station D, and fill with low strength slurry mix. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and abandon existing 24 -inch VCP sewer in $ 65 Warner Avenue between the east side of 1948 LF $ 0` 64;' Warner Avenue Bridge and Edgewater Lane and fill with low strength slurry mix. C-10 Per Plans and Specifications, furnish all labor, materials and equipment necessary, and remove and dispose of sewer manhole on existing 12- inch and 15-inch VCP sewers between east of 66 Warner Avenue Bridge and abandoned Lift 8 EA $ 28'$$®a station D, including one north of the lift station, to 7 feet below existing grade minimum, backfill remaining structure and excavation with low strength slurry mix. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and remove 67 and dispose of sewer manhole on existing 24- 2 EA $ADD $ inch VCP sewer to 7 feet below existing grade minimum, backfill remaining structure and excavation with a low strength slurry mix. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and remove 68 and dispose of sewer manhole on existing 24- 1 EA $ 8oD $ inch VCP sewer to minimum 1-foot below 4500 proposed sewer, backfill remaining structure and excavation with a low strength slurry mix. Per Plans and Specifications, furnish all labor, materials, and equipment necessary, and remove 69 contaminated soil from excavations between 845 CY $7 ' $1 new Lift Station C and Edgewater Lane, and dispose of properly NEW LIFT STATION"C"CONSTRUCTION Per Plans and Specifications, furnish all labor, materials, equipment necessary, and remove five (5) Mexican Fan Palms, store and maintain them viably, and transplant them at the end of the project; clear, grub, and strip the new Lift Station C site, and legally dispose 70 of all removed materials, including all 1 LS $ ���8 O landscaping, asphalt concrete and Portland cement concrete paving, curb, gutter, sidewalk, masonry block wall, stamped concrete paving, conduits, wires, irrigation piping, pull boxes, Portland concrete swales, and all appurtenant work. Per Plans and Specifications, furnish all labor, materials, equipment necessary, coordinate with $ 71 Verizon and construct 4-inch Schedule 80 PVC 1 LS $ m000 conduit with pull rope, and pull boxes to r�BOa relocate existing Verizon conduit and wires Per Plans and Specifications, Furnish all labor, materials and equipment necessary and install 30 feet long, 10 feet wide, 21.5 feet deep (inside dimensions) reinforced concrete, T-Lock lined $ 72 wet well with H-20 rated 316 stainless steel 1 LS $ access hatch; concrete fillet with 125 mil Sancon 100 coating system; coating of exterior surfaces ! 03��'o 031"9`0 with minimum 16 mil coal tar epoxy; and all appurtenances. C-I I Per Plans and Specifications, furnish all labor, materials and equipment necessary and install 15 ft long, 10 ft wide, and 8 ft deep (inside dimensions) reinforced concrete valve vault, $ 73 including shoring, excavation, dewatering, coating 1 LS $ the exterior surfaces with minimum 16-mil coal tar epoxy, backfill, H-20 rated aluminum 4-door access hatch, 316 stainless steel ladders, sump, 0 and all appurtenances. Per Plans and Specifications, Furnish all labor, materials and equipment necessary and Install Wet Well Mechanical Equipment, including 40 HP, 1200 gpm recessed impeller slide-rail submersible pumps and motors; 316 stainless steel 6"x12" fastout discharge elbows; 12-inch $ 74 316 stainless steel discharge piping within the wet 1 LS $ well and through the wet well wall, fittings and support brackets; 316 stainless steel slide-rail OCP A00 system, guide brackets, lifting cables and bails; 316 stainless steel cable racks, submersible pressure level transducers; float switch; and all appurtenances. Per Plans and Specifications, Furnish all labor, materials and equipment necessary and Install Valve Vault Mechanical Equipment, including pipe, fittings, couplings, and insulating flanges; $ 75 valves; magnetic flow meter, pressure sensor with 1 LS $ transmitter, 316 stainless steel pipe supports, bypass connection; sump drip system, discharge piping and valves to wet well; and all appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary and construct discharge piping between the wet well and valve 76 vault, including buried insulating flange kits; 1 LS double ball force balanced flexible expansion joints; 40 mil ceramic epoxy lined Class 53 ductile iron pipe, and all appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary and construct 1-inch water service from the 14-inch AC pipe in Warner Avenue per City of Huntington Beach Std. Plan 602, including hot tapping of the 14-inch 77 pipe; wrapped 1-inch Type K copper tubing; 1 LS $ Bpp meter, reduced pressure principle backflow preventer in stainless steel protective cage; Type r�6 K copper piping to the valve vault, quick connect assembly, and hose bib near the wet well; and all appurtenances. C-12 Per Plans and Specifications, furnish all labor, materials, equipment necessary to coordinate with SCE and construct 5-inch conduit with pull rope from existing transformer near the Warner Avenue Fire Station to the existing transformer at the EVA Platform Booster $ 78 Pump Station site; coordinate replacement of 1 LS $ existing transformer with a larger one; construct 8x6 transformer pad; construct 5- ��0� inch conduit with pull rope from the 60 transformaer to SCE meter pedastal; construct meter pedestal and bollards, and all appurtenant work. Per Plans and Specifications, furnish all labor, materials and equipment necessary to coordinate 1 LS $ $ 79 with Verizon, and construct permanent telephone )Zea®0 service for the project. �Z�a Per Plans and Specifications, furnish all labor, materials and equipment necessary to coordinate $ 80 with Southern California Gas Company, and 1 LS $ 000 construct permanent natural gas service for the project. Per Plans and Specifications, furnish all labor, materials and equipment necessary to coordinate 81 with DCOR, and relocate the EVA Platform 1 LS $50,000 $50,000 Booster Pump Station's 4-inch diameter discharge pipe(Allowance No.1). Per Plans and Specifications, furnish all labor, materials and equipment necessary and Install Electrical Equipment; including grounding 82 system, conduits, wires, cables, pull boxes, hand 1 LS $ $ holes, junction boxes, pads, receptacles, switches, lights, manual transfer switch, instruments, intrusion alarms, and appurtenances. l Per Plans and Specifications, furnish all labor, materials and equipment necessary and install electrical enclosure and equipment; including $ 83 316 stainless steel NEMA 3R enclosure, 1 LS $ integrated pump control panel, RTU cabinet with PLC, solid state starters with bypass contactors, automatic transfer switch, and all appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and design 84 and install 25.5-foot long and 5-foot wide pre- 1 LS $ $ engineered aluminum canopy, including �� posts,foundation; and all appurtenances. q3.e ee C-13 Per Plans and Specifications, Furnish all labor, materials and equipment necessary and install 125 kW natural gas and propane dual fuel emergency generator set in a sound 85 attenuated aluminum enclosure, including all 1 LS $ $ conduits, wires, pipes, controls, and all appurtenances; demonstrate proper operation p�® with each fuel during the testing of the pump n`L" L®CP station to full satisfaction of the City of Huntington I 1 Beach. Per Plans and Specifications, Furnish all labor, materials and equipment necessary and install 86 propane tank and all appurtenances; fill the 1 LA $ $ tank with propane, demonstrate proper operation during the testing of the pump station to full satisfaction of the City of Huntington Beach. Per Plans and Specifications furnish all labor, materials and equipment necessary, and replace landscape, irrigation water lines, conduits, wires, controllers, asphalt concrete and Portland cement concrete paving, stamped $ 87 concrete paving, reinforced concrete swales, 1 LS $ sidewalk, curb, gutter, cross gutter, reinforced concrete masonry pilaster, and all other $ �D0 pe0 improvements removed or damaged by the '(o 1 construction at and around the new Lift Station C site per Cit 's approval. Per Plans and Specifications, furnish all labor, material and equipment necessary, and conduct $ 88 lift station start up and testing to full 1 LS $ ©pp o satisfaction of the City of Huntington Beach. �re0 Per Plans and Specifications, furnish all labor, 89 materials, and equipment necessary, and remove 1,439 CY $I contaminated soil from wet well and valve vault excavations,and dispose of properly Bid allowance for furnishing all labor, material, and equipment for the design and construction of 90 a sound wall along the frontage of Warner 1 LS $30,000 $30,000 Avenue at the proposed Lift Station "C" Site. (Allowance No. 2) C-14 DEMOLITION OF EXISTING LIFT STATIONS"B","C",AND"D" Per Plans and Specifications, furnish all labor, materials and equipment necessary, and demolish existing City of Huntington Beach Lift Station "B", including removal, handling, and proper disposal of lead-based paint; removal and proper disposal of all equipment within the existing Lift Station; coordinating removal of SCE service meter, main disconnect, and manual 91 transfer switch, and delivery of salvaged 1 LS $ $ equipment to City Yard; cleaning of the wet well; removal of the top slab and 1 to 5-feet of the structure walls; backfilling of remaining dry well, 4DID wet well, and access structures with Class 100-E- 100 slurry; filling of the abandoned 10-inch VCP sewer between Manhole No.1 and Lift Station B with low strength slurry mix; backfilling of the top 5-feet with approved materials; and all appurtenant work. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and demolish existing City of Huntington Beach Lift Station "C", including removal, handling, and proper disposal of lead-based paint; removal and proper disposal of all equipment within the existing Lift Station; coordinating removal of SCE 92 service meter, main disconnect, and manual 1 LS $ L�$ transfer switch, and delivery of salvaged Jr equipment to City Yard; cleaning of the wet well; removal of the top 5-feet of the structures; backfilling of remaining dry well, wet well, 30" RCP, and access structures with Class 100-E-100 slurry; backfilling of the top 5-feet with approved materials; protecting existing wetlands; and all appurtenant work. Per Plans and Specifications, furnish all labor, materials and equipment necessary; and demolish existing City of Huntington Beach abandoned Lift Station "D", including removal, handling, and proper disposal of lead-based paint; removal and proper disposal of all equipment within the existing Lift Station; coordinating removal of SCE service meter, main disconnect, and manual transfer switch, and delivery of $ 93 salvaged equipment to City Yard; cleaning of the 1 LS $ �-��O p wet well; removal of the top 5-feet of the structure; backfilling of remaining dry well, wet well, access � structures with Class 100-E-100 slurry; filling of abandoned approximately 10 feet of 15-inch VCP sewer, 6 feet of 8-inch VCP sewer, and 450 feet of 12-inch ACP forcemain with low strength slurry mix; backfilling of the top 5-feet with approved materials; protecting existing wetlands; and all appurtenant work.. C-15 Per Plans and Specifications furnish all labor, materials and equipment necessary, and replace landscape, irrigation water lines, and $ 94 street and sidewalk paving at demolition sites 1 LS $ /D�p©p (Lift Station B, Lift Station C, and abandoned A�©� Lift Station D), per City's approval. 1 ADDITIONAL BID ITEMS Per Plans and Specifications, furnish One (1) 95 Spare 40 HP, 1200 gpm Factory Tested 1 LS $ $ Recessed Impeller Pump, Motor, and 75 feet of cables; deliver to the City Yard. Per Plans and Specifications furnish all labor, materials and equipment necessary, and replace sidewalks, curbs, gutters, cross gutters, and 96 other improvements removed for construction 1 LS $ -�S$ of the project along Pacific Coast Highway D and Warner Avenue per City and Caltrans �/11D� approval. Per Plan and Specifications furnish all labor, materials and equipment necessary, and replace street striping, street markers, signs, and traffic detector loops, and all other $ 97 improvements removed and damaged by the 1 LS $ Z pp� project construction of the project along Pacific Coast Highway and Warner Avenue in I! kind, per City and Caltrans approval. Per Plans and Specifications furnish all labor, materials and equipment necessary, and black 98 aggregate slurry seal and re-stripe the entire 1 LS $ $ length of Warner Avenue from Pacific Coast p Poo Highway to Brighwater Drive per City's �®60 approval. l Per Plans and Specifications, if directed by the CITY, furnish all labor, materials, and equipment $ 99 necessary, and remove one (1) foot of unsuitable 1470 TON $ �� iCeZa material at the bottom of pipeline trenches, and install 3/-inch rock wrapped in geotextile. C-16 TOTAL BID ITEMS 1 THRU 99 FOR WAGS IMPROVEMENT PROJECT i TOTAL BID ITEMS 1 THRU 99 Total Amount of Base Bid in Writing: Basis of award of this Project Alternative Bid Items Per Plans and Specifications, furnish all labor, materials, and equipment necessary, and Treat A and Dispose of Contaminated Groundwater, at a 1 LS $ $ rate of more than 500 gallons per minute up to 800 gallons per minute during the entire �3QOeJ groundwater dewatering operation Per Plans and Specifications, furnish all labor, materials, and equipment necessary, and Treat B and Dispose of Contaminated Groundwater, at a 1 LS $ $ rate of more than 800 gallons per minute up to 1,200 gallons per minute during the entire I�B`pe� I .00v groundwater dewatering operation. C-17 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, findBidder' s Bin the amount of$ which said amount is not less than 10%of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check", or"Bidder's Bond", as the case may be). Bidder shall signify receipt of all Addenda here, if any: Addenda Date Received Bidder's Signature No. 1 7/5/13 2 7/11/13 3 7/11/13 C-is LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid or $1.0,000, whichever is greater, and the portion of the work to be done by such subcontractor. Bid Name and Address of Subcontractor State Class Dollar % of Item(s) License Amount Contract Number r- a _ /og3t.6Y �° 330� osa V3 �gr B6Y� f 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-19 NONCOLLUSION AFFIDAVIT' TO BE EXECUTED BY BIDDER AND SUBMI'T'TED WITH BID I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on 7/16/1 at South E1 Monte CA Date City State Mark Artukovich b ' firs d 1 worn e se ands that he or she is Maria inq Partner. ofPigdo ,tP,rutyuskovi'c p 5Aor',, tshpahy g g v; dmar, 'Inc A 'JV '' the a makin 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. Vido Artukovich & Son, Inc:/ Vidmar, Inc. A JV Name of Bidder a ej aA6 , - Sig ature of Bidder Ma k Artukovich-Managing Partner 11155 Rush Street Address of Bidder South E1 Monte, CA 91733 State of California County of Los Angeles Subscribed and sworn to (or affirmed) before me on this 16th day of July, 2013 by Mark Artukovich, who proved to me on the basis of satisfactory evidence to be the person who appeared before me. / R VHARON ARTUKOVICH(Seal) J�� � C�.P#1" "i>°Signat WLOSANGELES Cow Contni. JULY 1,2015 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 WARNER AVENUE GRAVITY SEWER AND LIFT STATION # C REPLACEMENT PROJECT CC 1370, (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. Vido Artukovich & Son, Inc. / Vidmar, Inc. A JV Contractor B Mark Artukovich Managing Partner Title Date: 7/16/13 C-21 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 C No If the answer is yes, explain the circumstances in the space provided. C-22 Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever received a citation of any kind from any of the State of California's nine Regional Water Quality Control Boards? ❑ Yes ® No If the answer is yes, explain the circumstances in the space provided. Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-23 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. Vido Artukovich & Son, Inc. / Vidmar, Inc. A JV Contractor B ark Artukovich Managing Partner Title Date: 7/16/13 C-24 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Vido Artukovich & Son, Inc. /Vidmar, Inc. A JV Bidder Name 11155 Rush Street Business Address South El Monte, CA 91733 City, State Zip (626 ) 444-4286 Telephone Number 726231 A State Contractor's License No. and Class 8/14/1996 Original Date Issued 8/31/14 Expiration Date The work site was inspected byMark Artukovicbf our office on 7/9 52013 . The following are persons, firms, and corporations having a principal interest in this proposal: Mark Artukovich - Managing Partner Vido Artukovich - Managing Partner A.P. Artukovich - Managing Partner C-25 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. Vido Artukovich & Son, Inc. /Vidmar, Inc. A JV Company Name 1771�i idder Mark Artukovich - Managing Partner Printed or Typed Signature Subscribed and sworn to before me this 16 day of July , 2013 by Mark Artukovich who proved to me on the basis of satisfactory evidence to be the person who appeared before me. gHgRONARTUKOVICH � COMM. #1940720 I W LOSMMWS COUKy NOTARY PUBL (J Wca m.E .dULYt Z015 NOTARY SEAL Bidder's Project History For the purposes of this project, the bidder shall provide project history of similar work, specifically referencing the construction of sanitary sewer lift stations of similar size, project work within an area containing high ground water and pipeline construction in high ground water regions with trench depths of 18-feet to the invert. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein. Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past five years: 1. City of Los Angeles, Department of Public Works Name and Address of Public Agency 1149 r a wAngeles, CA Name and Telephone No. of Project Manager: Jon Ha s ket t — 213 4 8 5—5 8 6 4 North Outfall Sewer at the L.A. River Phase I and Phase II Contract Amount Type of Work Date Completed $14,347, 404 Emergency Sewer Repair 3/09 Provide project description: Existing 48" concrete lined NOS adjacent to and under the LA River truction of wet well for sewage ypass system. 3,000+ feet 39., 000gpm..:_;< _. .:. Construct wo access shafts n each side of xtvei to fac litate debris removal and sewer cleaning Tnsert 440 ' of Hobas fiberglass and 291 ' of semi—elliptical Hobas fiberglass plus 738 ' Hobas liner into existing pipe. Multiple responses to unp anned k 2. Irvine Ranch Water District - 15600 Sand Canyon, Irvine, CA Name and Address of Public Agency Name and Telephone No. of Project Manager: Jeff Staneart 949 453-5556 Armstrong-McGaw Trunk Sewer $11 , 625,584 Trunk Sewer 2007 Contract Amount Type of Work Date Completed Provide project description: Furnish and install 10 ,0001f 42" 0' 36" , 27" micro tunnel open cut sewer with ail appurtenance and Liu--L11:5. 24 ' trench depth with grrnand water Start i n Tcat 1 n 1 Solid sheet shoring 3. Irvine Ranch Water District - 15600 Sand Canyon, Irvine, CA Name and Address of Public Agency Name and Telephone No. of Project Manager: Kelly Lew 949 4 5 3—5 5 4 9 Bake Parkway Recycled Water Pipeline,Los Alisos Water Reclamation Plant Influent Sewer Improvement, Irvine Desalter Contract Amount Type of Work Date Completed $7, 589 ,608 Sewer main, water main 2/08 Provide project description: Recycled water main Furnish and install 5, 0331f 12" C900 PVC, 5, 0451f 24" CML&C, steel water, sewer witli all appurtenance and twe Ga1 Tram bridges cressings C-27 Vido Artukovich & Son, IncJVidmar, Inc. A JV Recent Completed Projects West Basin Municipal Water District 17140 S. Avalon Blvd., #210, Carson, CA 90746 Veronica Govea 310 660-6269 (veronicag@westbasin.org) NRG Pipeline Furnish and install 7,4241f 10" PVC and connect to existing 12" PVC with all appurtenance and flow control vault. $2,279,038 Complete 2/23/13 City of Santa Fe Springs 11710 Telegraph Rd., Santa Fe Springs, CA 90670 Frank Beach 562 868-0511 (frankbeach@santafesprings.org) 1-5 Water Main Relocation for Carmenita Road Segment Furnish and install 8,0271f 12" DIP, 4,0701f 16" DIP with all appurtenance $4,114,850 Complete 1/30/13 City of Glendale, Department of Water and Power— Owner 141 N. Glendale Avenue, Level 4, Glendale, CA _—� Raja Takidin 818 548-3906 (RTakidin@ci.glendale.ca.us) TNi /J- Diederich Reservoir Back-Up Pipeline Project P,.A ►joT of Furnish and install 2,4001f 24" and 30" potable water main with all appurtenances �\A`� and connect to Deiderich Reservoir Original $4,319,400/Final $4,933,870. Change orders directed by Owner �n Complete 6/22/12 —487 calendar days South Coast Water District — Owner/Engineer 31592 West Street, Laguna Beach, CA 92651 Marissa Potter 949 248-2099 (mpotter@scwd.org) Camino Capistrano at Via Canon Water Main Replacement and JTM Reach 7 Via Canon Relocation Furnish and install 2,0651f 30"CML&C water main, 2801f 10" PVC C900 water main w/tie ins, valves and appurtenance $1,057,557 Completed 2/11 - 110 work days Vido Artukovich & Son, Inc./Vidmar, .Inc. A JV Page 2 Irvine Ranch Water District— Owner/Engineer 15600 Sand Canyon Rd. Irvine, CA 92618 Kelly Lew 949 453-5549 (lew@irwd.com) Bake Parkway Recycled Water Pipeline, Los Alisos Water Reclamation Plant Influent Sewer Improvement, Irvine Desalter Project Brine Line from Bake Parkway to Los Alisos Water Reclamation Plant Furnish and install 5,0331f 12" C900 PVC, 5,0451f 24" CML&C, 7321f 12" steel water, 3311f 27" VCP sewer, 2751f 36" VCP sewer with all appurtenances and two Cal Trans bridge crossings Original $5,796,400/Final $7,589,608 Change orders directed by Owner Completed 2/08 — 627 work days Yorba Linda Water District— Owner 1717 Miraloma Avenue, Placentia, CA Ken Vecchiarelli 714 777-9593 (kvec@ylwd.com) Tetra Tech, Inc. — Engineer 16241 Laguna Canyon Rd, Irvine, CA Steve Agor 949 585-1209 C.I. replacements, S&S Sewer Improvement and Vista Loma Sewer Realignment Furnish and install 10,0001f 12"-8" PVC water main and 3,9501f 12"-8" VCP sewer with all appurtenances Original $3,585,956/Final $4,078,000 Extra work directed by Owner Completed 5/06 — 290 work days City of Los Angeles, Department of Public Works 1149 S. Broadway, Suite 700, Los Angeles, CA 90015 Jon Haskett, 213 485-5864 Qon.haskett@lacity.org) Emergency Sewer Repair at various locations in the City of Los Angeles 5' — 30' deep, 6" —48" lie sewer repair and replacement Ongoing annual contract South Coast Water District 31592 West Street, Laguna Beach, CA 92651 Joseph McDivitt 949 499-4555 ext. 3122 On-Call Emergency and Immediate Construction and Maintenance Services Emergency and Immediate needs services at various locations. Ongoing annual contract Contracts in Progress City of Pasadena Water & Power 150 Los Robles Avenue, Suite 200, Pasadena, CA 91101 Natalie Ouwersloot, P.E. 626 744-7011 (nouwersloot@cityofpasadena.net) Eastside Well Collector Pipeline Furnish and install 22,000 If 16" and 24" DIP water main with all appurtenances. $4,764,721 City of Los Angeles, Department of Public Works 1149 S. Broadway, Suite 700, Los Angeles, CA 90015 Jon Haskett 213 485-5864 Emergency Sewer Repair Program Ongoing contract for emergency sewer repair at various locations in the City of Los Angeles 5' — 30' deep, 6" —48" live sewer repair and replacement $50,000 — $10M South Coast Water District 31592 West Street, Laguna Beach, CA 92651 Joseph McDivitt 949 499-4555 ext. 3122 On-Call Emergency and Immediate Construction and Maintenance Services Emergency and Immediate needs at various location. Ongoing annual contract. STATEMENT OF CONTRACTS VIDO ARTUKOVICH & SON INC VIDMAR INC VIDO ARTUKOVICII & SON INC/VIDMAR INC A.1V 1964 Vista Sanitation District/City of Carlsbad Interceptor Sewer and Appurtenant Facilities, Unit 11 23,900' of 48" RCP and 36"—24" VCP sewer lines $1,101,000 (760) 726-1375 Arvin-Edison Water Storage District Discharge Pipeline for Pumping Plant and Two Highway Pipe Siphons— 19,100' of 132" PCP and two 144"jacked pipe siphons for highway crossing of the Arvin Edison Intake Canal $2,988,000 1965 Los Angeles County Sanitation District No. 7 Interceptor Sewer, Section 2, Contract No. 1640 7,200' of 63" —57" RCP of which 405' was jacked and 241' was 42" — 15" VCP sewer lines $302,000.00 (562) 699-7411 Tommy Sung City and County Of San Francisco Bay Division Pipeline No. 4,Section A and Pipeline No. 3 of the Alameda Creek Siphon—47,900' of 96" including 190' of jacked pipe $5,062,000 1966 City of Los Angeles Franklin-Venice Trunk Line, Unit IIB 13,000' of 54" WSP and 277' of 66" pipe casing $940,000 1967 Los Angeles County Flood Control District Storm Drain Project 5601 in the Cities of Monrovia and Arcadia 5,000' of 60" — 18" RCP $680,000 (626) 458-3129 Los Angeles County Flood Control District Storm Drain Project 6401 —8,000' of 57"-15" RCP $359,000 (626) 458-3129 San Dieguito Irrigation District Transmission Main—8,700' of 54" WSP and 6,500' of ACP $503,000 (760) 753-1145 1 Los Angeles County Flood Control District Storm Drain Projects 734 and 7201 4,210' of 72" — 18" RCP $273,000 (626) 458-3129 1968 Metropolitan Water District of Southern California Second San Diego Aqueduct, Second Pipeline Installed 50,000' of 99"PCP $5,934,000 (213) 217-6000 Los Angeles County Flood Control District Storm Drain Project 1402 Installed 7,500' of 57" —15" RCP $556,000 (626) 458-3129 Los Angeles County Flood Control District Sepulveda Boulevard Extension B, Project 645 and Los Angeles Project 5224, Installed 6,500' of 96" — 18" RCP $602,000 (626) 458-3129 1969 Los Angeles County Flood Control District Storm Drain Project 496, Unit III, Franklin Canyon and Los Angeles Project 5237, Installed 13,200' of 78"— 18" RCP $709,000 (626) 458-3129 Los Angeles County Sanitation District No. 5 Interceptor'Trunk Sewer, Section 1B Installed 5,800' of 75" —42" RCP $533,000 (562) 699-7411 Tommy Sung Los Angeles County Flood Control District Storm Drain Project 5211, Installed 12,000' of 75" — 18" RCP $761,000 (626) 458-3129 San Diego County Water Authority Second San Diego Aqueduct, Second Pipeline Installed 55,884' of 91" RCP $7,951,000 (858) 522-6600 1970 Cucamonga Water District Trunk and Mains Sewers Installed 70,000 of 21"—8" RPMP $821,000 (909) 987-2591 2 City of San Diego Carroll Canyon Trunk Sewer Installed 35,000' of 33"— 15" VCP $1,527,000 (619) 533-4464 1971 Moulton Niguel Water District ®so Trabuco Interceptor'Trunk Sewer Installed 34,000' of 39"—30" VCP $1,734,000 (949) 831-2500 1972 Los Angeles County Flood Control District Storm Drain Project 6450 Installed 13,000' of 63"— 18" RCP $584,000 (626) 458-3129 Los Angeles County Flood Control District Storm Drain Project 9008, Unit 2 Installed 3,500' of 72"— 18" RCP $188,000 (626) 458-3129 1973 Los Angeles County Flood Control District Storm Drain Project 8150 Torrance, Unit 1-HUD-4, North Redondo Beach Project, Project 9804 Redondo Beach, Unit 1, Lines a and C Installed 4,800' of 78"-18" RCP $979,000 (626) 458-3129 Los Angeles County Sanitation District No. 19 Interceptor Trunk Sewer, Section 2 Installed 7,000' of 24" — 18" VCP $439,000 (562) 699-7411 Tommy Sung 1974 Los Angeles County Flood Control District Storm Drain Project 9617 Installed 5,000' of 60" — 18" RCP and 300' of tunnel $738,000 (626) 458-3129 Los Angeles County Flood Control District Storm Drain Project 9641, South Pasadena and Project 7950, South Pasadena, Unit 2, Lines B, C and D Installed 8,500' of 48" —18" RCP $529,000 (626) 458-3129 City of Inglewood Water Transmission Mains, Unit 11 Installed 50,000' of 27" — 12" Steel pipe $2,893,000 3 1976 Orange County Sanitation District Yorba Linda Force Main Installed 7,000' of 30" DIP $689,000 (714) 834-4000 Rio San Diego Municipal Water District 36 Inch Pipeline and Related Appurtenances Installed 5,500' of 36" Steel Pipe $473,000 Moulton Niguel Water District Transmission Mains, Contract 4-3-1 Installed 16,000' of 36"-16" ACP and Steel pipe $764,000 (949) 831-2500 1977 City of National City Sewer Project No. 2 Installed 37,000' of 18"-4" VCP $917,000 (619) 420-1413 City of Brea High Pressure Water Mains, Phases I, II, III Installed 17,000' of 36"-33" Steel Pipe $1,822,000 (714) 990-7600 County of San Diego Jamacha Boulevard Trunk Sewer, Phase III-A Project YE0127—Installed 2,000' of 15"-12" Sewer Pipe $185,314 City of Santa Rosa Laguna Effluent Disposal System, Phase IV Installed 35,000' of 42"—33" Steel pipe $2,325,000 (707) 543-3016 City of Corona Temescal Basin Blending System, Schedule I Installed 22,800' of 30"-18" PCCP $1,638,000 (909) 736-2400 Aliso Water Management Agency Aliso Creek Outfall Onshore Portion Installed 5,800' of 48" RCP, 5,800' of 24" ACP, 5,000' of 12"-8" ACP $1,695,000 4 1978 Aliso Water Management Agency North Coast Interceptor Installed 17,000' of 27"-21"VCP, ACP and Fiberglass Pipe $2,433,000 Helix Water District Flume Replacement Project 9211 Installed 16,000' of 48"-39" Steel pipe, 5,400' of 20"-12" ACP, 1,826' of 39" pipe installed in existing tunnel $3,246,000 (619) 466-0585 1979 City of Redondo Beach Pacific Coast highway and Beryl Street Storm Drain Installed 5,400' of 84"-18" RCP $1,321,000 (310) 372-1171 Leucadia County Water District Green Valley Interceptor $572,000 (760) 753-0155 1980 Los Angeles County Sanitation District No.2 Joint Outfall No. D,Unit 6 Installed 12,000' of 39"-33" RCP $1,200,000 (562) 699-7411 Tommy Sung Crescenta Valley County Water District Wastewater Collection System, Schedule 2 Installed 35,000' of 15-6" VCP $2,323,000 (818) 248-3925 1981 Metropolitan Wate r District of Southern California (Artukovich/Ilood Joint Venture) San Diego Pipeline No. 5 Installed 54,000' of 96" Welded Steel Pipe $379776,000 (213) 217-6000 1983 Calleguas Municipal Water District Oxnard Santa Rosa Feeder,Unit 3 $1,087,684 (805) 526-9323 San Diego Water Authority Rehabilitated Pipeline No. 3 $612,825 (858) 522-6600 5 1984 Santa Clara Valley Water District Cross Valley Pipeline,Phase IV Anderson Force Main & Coyote Discharge Line Installed 10,500' of 78" PCP $4,340,623 (408) 265-2600 1985 County of San Joaquin East Stockton Sanitary Sewer Project, Schedule D Installed 94,000' of 18"-6" ABS $6,651,692 (209) 468-3000 1986 Los Angeles County Sanitation District No. 2 El Nido Relief Trunk Sewer, Section 2 Installed 6,000' of 21"-12" VCP $1,363,325 (562) 699-7411 Tommy Sung Yucaipa Valley Water District Improvements of Assessment District No. 5 Installed 40,000' of 10"-8" VCP $2,550,547 (909) 795-2491 Los Angeles County Sanitation District North Long Beach Interceptor Sewer, Section 3 $915,800 (562) 699-7411 Tommy Sung Los Angeles County Sanitation District North Long Beach Interceptor Sewer, Section 4 $788,455 (562) 699-7411 Tommy Sung 1987 Hesperia Water District (As Construction Managers) Assessment District No. 2 24,608' of 12"-8" Sewer (760) 947-1840 1988 Mesa Consolidated Water District(As Construction Managers) Southwest Transmission Main 9,949' of 16" Water Mains 1991 Santa Margarita Water District(As Construction Managers) South County Pipeline Project 13,000' of 49" steel pipe, 10,000' of 18" reclaimed steel water, 10,000' of 16"-10" PVC raw water $89900,000 (949) 459-6420 6 1993 West Basin Municipal Water District West Basin Water Recycling Program Contract R5 Installed 25,000' of 42"-30" CMLC $6,898,000 (310) 660-6241 Paul Cook 1995 City of San Diego,Water Utilities Division Construct Water Group 531B Installed 9,507' of 16"-8" Water Mains $976,641 (619) 533-4242 City of Newport Beach, Utilities Department Ground Water Development Project Reach 1 Installed 8,452' of 36"-16" DIP,Water Mains $2,049,248 (949) 644-3342 Mike Sinacori City of Escondido Centre City Parkway/Mission Avenue Trunk Sewer Installed 4,654' of 27"-8" Sewer Mains $617,995 (619) 741-4645 Al Bunbar City of San Juan Capistrano Trabuco De La Vista Sewer/Calle Santa Barbara to Oso Road Installed 4,510' of 15"-8" Sewer Mains (714) 493-1171 City of Escondido East Valley Parkway-12 Inch Waterline Installed 1,625' of 12"-6" PVC Water Lines $184,377 (619) 741-4664 Ed Rackleff Los Angeles County Sanitation District Joint Outfall J, Unit 1D Replacement Trunk Sewer Installed 3,447' of 30"-24" SDRHDP Sewer Lines $920,433 (562) 699-7411 Tommy Sung Whispering Palms Community Services District La Zanja Canyon Assessment District 93-1 Installed 24,769' of 10"-8" PVC $1,366,093 (760) 942-5147 Jeff Pape 1997 Los Angeles County Sanitation District Trunk E Replacement Sewer, Section 1 Installed 8,029' of 30"-24" VCP $2,145,868 (562) 699-7411 Tommy Sung 7 1998 Los Angeles County Sanitation District Wadsworth Ave-Long Street Trunk Sewer Installed 6,022' of 18"-8" VCP $2,058,557 (562) 699-7411 Tommy Sung Los Angeles County Sanitation District Mountain View Belle-Vernon Trunk Sewer Installed 2,367' of 24" —4" VCP $587,042 (562) 699-7411 Tommy Sung 1999 West Basin Municipal Water District Brine Line Pipeline Schedule A Installed 28,600' of 14" Brine line, 5,700' of 30"-24" Reverse Osmosis Permeate pipeline, 5,700' of 12" Nitrified Product lines $49812,199 (310) 660-6241 Paul Cook City of Long Beach Water Department Elm Avenue Interceptor Sewer/Broadway Trunk Line Installed 3,063' of 18"-10" VCP $908,852 (562) 570-2352 Stephen Myrter 2000 City of San Diego, Capital Improvement Program,Water Department Miramar Load Pipeline K01030C Install 24,666' of 36" CMLC $9,574,160 (619) 533-4242 Michael Marks 2003 County of Los Angeles, Department of Public Works Topanga-Fernwood Replacement Pipeline WWD2900007 Install 4,000 LF 18" Steel Water Line with two bridge crossings $1,428,000 (626) 458-3197 Sam Assoum Irvine Ranch Water District Armstrong-M[cGaw Trunk Sewer Install 10,000 LF 42", 36", 27" Micro Tunnel Open Cut Trunk Sewer Including manholes and tie-ins $11,625,584 (949) 453-5540 Jeff Staneart 2004 Yorba Linda Water District Zone 2 Transmission Pipeline Install 9,365 LF 30" CML&C with all appurtenances $3,011,177 (949) 472-3505 Randy Lovan 8 2005 Irvine Ranch Water District Bake Parkway Recycled Water Pipeline, Los Alisos Water Reclamation Plant Influent Sewer Improvement, Irvine Desalter Project, Brine Line from Bake Parkway to Los Alisos Water Reclamation Plant $7,589,608 (949) 453-5586 Kelly Lew 2006 Yorba Linda Water District C.I. Replacements, S&S Sewer Improvements and Vista Loma Sewer Realignment Furnish and install 10,000 LF 12"—8" PVC Water Main Furnish and install 3,950 LF 12"—8" VCP Sewer with all Appurtenances $3,585,956 (949) 727-7099 Steve Agor 2009 City of Simi Valley Specification SV07-11, Repair on Los Angeles Ave. Slip line 2,000LF 27" concrete pipeline $700,000 (805) 583-6473 Michael Kang 2010 South Coast Water District .ITM—Unit 1 Shutdown, Inspection and Repair Shutdown, inspect and repair 18,000LF 60" pre-stress water line $489,627 (949) 499-4555 Greg Pennington South Coast Water District Camino Capistrano at Via Canon-Water Main Replacement And.ITM Reach 7-Via Canon Relocation Construct 2,065LF 30" CML&C water main, 280LF 10" PV C900 water main w/tie ins,valves and all appurtenances $1,057,557 (949)499-4555 Marissa Potter 2011 City of Glendale Department of Water & Power Diederich Reservoir Back-Up Pipeline Project Furnish and install 240OLF 24" and 30" potable water main with all appurtenances and connect to Diederich Reservoir $4,751,400 (818) 551-6910 Kevin Runzer 2012 West Basin Municipal Water District NRG Pipeline Furnish and install 7,4241f 10" PVC and connect to 12" PVC with all appurtenance $2,279,038 (310) 660-6269 Veronica Govea 9 City of Santa Fe Springs I-5 Water Main Relocation for Carmenita Road Segment Furnish and install 6,0721f 16" DIP and 4,9131f 12" DIP and connect to existing with all appurtenance. $4,114,850 (562) 868-0511 Frank Beach 2013 City of Pasadena Water& Power Eastside Well Collector Pipeline Furnish and install 22,0001f 16" and 24" DIP water main with all appurtenance. $4,764,721 (626) 744-7100 Natalie Ouwersloot City of Los Angeles Ongoing annual contract Emergency Sewer Repair at Various Locations 5' —30' deep, 6"—48" live sewer repair and replacement $50,000—$10,000,000 (213)485-5864 Jon Llaskett South Coast Water District Ongoing annual contract On-Call emergency and immediate construction and maintenance Services. $200,000 (949) 499-4555 ext. 3122 Joseph McDivitt 10 Bidder's Critical Staff Listed below are the names of the bidders proposed Construction Project Manager, and Superintendent. For each of these critical positions, please list at least three projects for which the critical staff has performed similar work within the last five years. These projects do not have to be under the employment of the bidder of this project. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein. 1, Mark Artukovich Name of proposed Project Manager Telephone No. of proposed Project Manager: 626 4 4 4—4 2 8 6 NRG Pipeline $2, 279, 038 Recycled Water 2/13 Project Name&Contract Amount Type of Work Date Completed Bake Parkway $7, 589, 608 Sewer and Water 2/08 Project Name &Contract Amount Type of Work Date Completed Armstorng McGaw $11,.625_ 584 2007 Project ame ontract Amount Type of Work Date Completed 2. Vido Artukovich Name of proposed Superintendent Telephone No. of proposed Superintendent: 626 4 4 4—4 2 8 6 I-5 Water Main $4 , 114 , 850 Water Main 1/13 Pro- 1Q ntract Amount Type of Work Date Completed Diederich Reservoir $4 , 933, 870 Water main 6/12 Pro e NIM 'Amount Type of Work Date Completed Camino Capistrano $1 , 057, 557 Water Main 2/11 Pro e�N WrContract Amount Type of Work Date Completed C-2s ®®current A310 TM ® 201 Conforms with The American institute of Architects AiA Document 310 Bid Bond CONTRACTOR: SURETY: ('ti'mrze,legerl sra►us and aXre-s v) ('imie, legal staizis mzd principal place z f hwiness) Fidelity and Deposit Company of Maryland Vido Artukovich &Son Inc/Vidmar Inc a JV 1400 American Lane,Tower I, 18th Floor This tant 11155 Rush Street Schaumburg, IL 60196-1056 legalc consequencument hasces. Consult legal consequences.Consultation South El Monte, CA 91733 Mailing Address for Notices with an attorney is encouraged with respect to its completion or OWNER: 777 South Figueroa Street Suite 3900 modification. (Name,le gal sra►us mzd address) Los Angeles, CA 90017 Any singular reference to City of Huntington Beach Contractor,Surety,Owner or other party shall be considered. 2000 Main Street plural where applicable. Huntington Beach, CA 92648 BOND AMOUNT: $ 10% Ten Percent of Amount Bid PROJECT: (Name,location oraddmss andi'rojecinumber..lfaut% Warner Avenue Gravity Sewer& Lift Station #C Replacement Project CC No. 1370 The Contractor and Surety are bound to the Owner in the amount set forth above,for the payment of which the Contractor and Surety bind themselves,their heirs,executors,administrators,successors and assigns,jointly and severally,as provided herein.The conditions of this Bond are such that if the Owner accepts the bid of the Contractor within the time specified in the bid documents,or within such time period as may be agreed to by the Owner and Contractor,and the Contractor either(1)enters into a contract with the Owner in accordance with the tenns of such bid,and gives such bond or bonds as may be specified in the bidding or Contract Documents,with a surety admitted in the jurisdiction of the Project and otherwise acceptable to the Owner,for the faithful perfonuance of such Contract and for ilie prompt payment of labor and material furnished in the prosecution thereof;or(2)pays to the Owner the dif3erence,not to exceed the amount of this Bond,between the amount specified in said bid and such larger amount for which the Owner may in good faith contract with another party to perfirrnz the wort:covered by said bid,then this obligation shall be null and void,otherwise to remain in full fierce and ell'ecl.The Surely hereby waives any notice ol'an agreement between the Owner and Contractor to extend line time in which the Owner may accept the bid.'kaiver oi'notice by the Surety shall not apply to any extension exceeding-sixty(60)days in the aggregate beyond the time for acceptance of bids specilied in the bid documents,and the Owner and Contractor shall obtain lice Surety's consent for an extension beyond sixty(60)days. if this Bond is issued in connection+pith a subcontractor's bid to a Contractor,the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. When this Bond has been lurnished to comply%rilh a statutory,or other legal requirement in the location ufthe Project,any provision in this Bond conflicting%%ith said statutory or legal requirement shall be deemed deleted herefrcnn and provisions conlitmzing to such statutory or other legal requirement shall be deemed incorporated herein.When so litnrished;the intent is that this Bond%hall be construed as u statutory bond and not as a Common law bond. Signed and scaled this 27th day of June, 2013 VidoArtukovich &Son IncNidmar Inca J (Principal) (Seal) (11'inz�ss) B : (fire)0anaging rk rtukovich Partner ��9 Vol Fidelity and Dipposit Company of Maryland �' ve (Surer}) (Sell (117ulless) M. Penaauv By: _ (Tide) oe i Quire torn y-in-Far_. S-00541AS 8(10 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ) ss County of Los Angeles ) JUN 2 7 2013 On before me, Lisa L. Thornton, Notary Public personally appeared Noemi Quiroz , who proved to me on the basis of satisfactory evidence to be the person{s4 whose name{s4 isAa�e subscribed to the within instrument and acknowledged to me that #e�she## ey executed the same in 4igherA4e# authorized capacity{ies�, and that by 4+s/herAheiF signatureks4 on the instrument the person{, or the entity upon behalf of which the person{s4 acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signatu e: (Seal) Lis L. n,Notary ublic LISA L.THORNTON Commission # 1940213 Notary Peblic California `z Los Angeles County A My Comm.Expires Jun 10,2015 Bond Number:Bid Bond Obligee: City of Huntington Beach ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New York,the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,a corporation of the State of Maryland,and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Maryland(herein collectively called the "Companies"), by Geoffrey Delisio,Vice President,in pursuance of authority granted by Article V, Section 8,of the By-Laws of said Companies,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate,constitute, and appoint Noemi Quiroz its true and lawful agent and Attorney-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 Companies,as fully and amply,to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York,New York.,the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills, Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland, in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V,Section 8,of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF, the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND,this 17th day of May ,A.D.2012 ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND War SAL 11D' y a —•— to ua � � �Q '•4rr,N�' By. Assistant Secretary Vice President Gerald F.Haley Geoffrey Delisio State of Maryland County of Baltimore On this 17th day of May. A.D.2012 ,before the subscriber,a Notary Public of the State of Maryland;duly commissioned and qualified,Geoffrey Delisio,Vice President and Gerald F.Haley,Assistant Secretary of the Companies,to me personally known to be the individuals and officers described in and who executed the preceding instrument,and acknowledged the execution of same,and being by me duly sworn,deposeth and saith,that he/she is the said officer of the Company aforesaid,and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies, and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal the day and year first above written. Cy� ,���11111tl/1�r CL - Mn Commission Ex Notary oes:July 11ic 4,2015 Y � Y gf1jJf �1�t�,. CALIRORNIA ALL PURPOSE ACKNOWLEDGMENT State of California County of Los Angeles On July 16, 2013 before me, Sharon Artukovich, Notary Public personally appeared Mark Artukovich, who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. I certify under PENALTY OF PERJURY UNDER the laws of the State of California that the foregoing paragraph is true and correct. \ SHARON ARTUKOVICH Witness my han and offici 1. COMM. #1940720 � Notary PalRaCaRromia LOSANGELES COUNTY S ig n at�f+= com M.JU4,2015 �, ��Xt�. , i� 1�n. w.a"Py:}F�, + a`• �g xg y.�, .: ,� fir t 5• � ✓ t 1 S'L - „sa } - Pam, / ? tI'e "' -r? 5i"�l ,wl P##nDrmJsp.,, DO ARTUKOVICH & SON, INC. >'.ry3ErA �rr n ? Xw VI P. p --.L ''tr jt w j;. j t8 t jai:fig 1. 1pk�¢ 'gym":+sS3v,s'�'�'»``^F, �� wa.'iNEif9�:�'.r"4( �.�4 }i�'Ji''A't,5'ai VIDMAR, INC. A JV ht r� E#r' o zs: 4 1 t u' a., :f-,^ f..s a yy $,. } Z r "` r 'ks+ 11155 Rush Street >yy;}t 4r >g n�{}t tad{ S pip iYtf u p i Y i ve¢hf T' iR 1 �yyy# k { 3i C' 'L J tl 4 Ft1 4 ' V T✓ S _ Fr�. 1i'11''r '� ' .' "a�&qk//��'(/My {1i "ti; South El Monte, CA 91733 j .�� x n �° z ^l x }L411.��tMOO Ways-W a v° yf,,v+i sb s x " ?r�}V. y •:$ ! 1 a i'`3n Proposal for: Warner Avenue GravityTI Sewer and Lift Station #C CI'a� Y, t} t , ,1 ;Et , ° , fg ; � - c t , ` , t Rep lacement Project r �BW ,fi C � i ^a 1 t � a .� }'�s, a� �. m.l� ' �s,{"r e 'r`d far a's�i �' ��'. ex s Bid Date: 7/16/1.3 11: 00 a.m. Na � t {•.�;`xua .. -, s ..,,. , .; �`.' .: ��t�N"�x yid �'ty� 4 y�..y :5 ,+h,sr..:�^� ,•d .+fk°£i"416 No „3;�6�4�yy <,i�,xin H.9 lE. Ya,.,r K Y�',�.:k✓'��. :�kx:. �c F, 7i ..;{ .. ,>�:�'1€�'i:a i .�.}i {,. '..,�t` XLB� ?•,:,c 1.8. .,ram >I:.�-,.•. Nt i. .'pry. -s- } :Z$, +.. R2n NINE ,� �. fe, tE r E � ROME W.U., pA tJ ��� f M YAP { City of Huntington Beach L, jr ry WooF a2000 Main Street '+ t lip + Huntington Beach, CA 92648 yq ' " I I r x01 ltl�Catd>.r aep a4'fis"sf v ,y I- .x �5 1 ioco a PPP 4x p _ 1 t 41 �f����r�r 71 t r#NS - ., 5 = Koo ,. City Of Huntingt® n Beach 2000 Main Street ♦ Huntington Beach, CA 92648 (714) 5361-5227 ♦ www.huntingtonbeachea.gov Office of the City Clerk t Joan L. Flynn, City Clerk October 11, 2013 Vido Artukovich & Son, Inc. 11155 Rush Street South El Monte, CA 91733 Re: Warner Avenue Gravity Sewer & Lift Station #C — CC-1370 The City Council awarded the bid to your company for the above referenced project. Enclosed is a copy of the executed contract with the City of Huntington Beach. A Certification of Compliance with Title VII of the Civil Rights Act, Certification of Compliance with Prevailing Wage Laws and Contractor's Certificate form must be returned to this office after the project is completed but prior to the release of retention_ funds. In addition, the following item must also be on file, with this office before the City can release any retention funds: A warranty bond guaranteeing the final amount of work and materials for one year. If your performance bond does not include specific wording for a one-year warranty, then a rider or separate bond must be submitted. Should you have any questions or concerns regarding the enclosures or items that must be on file in this office prior to release of retention funds, please call the Public Works Department at 536-5517. Sincerely, 4 n ,F n' An L. Flynn, CIVIC =� City Clerk JF:pe Enclosures: Copy of Contract including Proposal Copies of insurance/bonds Contractor's Certificate Certificate of Compliances Sister Cities: Anjo, Japan ♦ Waitakere, New Zealand Certification of Compliance with Title VII of the Civil Rights Act and Equal Employment Opportunity Act of 1972 To: City of Huntington Beach Department of Public Works 2000 Main Street/P.O. Box 190 Huntington Beach, CA 92648 Re: Certification of Compliance with Title VII of the Civil Rights Act and Equal Employment Opportunity Act of 1972 Contract: Project: The undersigned contractor on the above-referenced project ("Project") hereby certifies that it has complied with Title VII of the Civil Rights Act, the Equal Opportunity Act of 1972 and Executive Order 11246, and has not discriminated against any employee or applicant for employment because of race, creed, color, sex, national origin, age or disability_ The undersigned contractor also certifies that it has not maintained any segregated facilities at its establishments on the basis of race, creed, color, sex, national origin, age or disability (with the exception of access for the disabled). I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct_ Executed this day of 120 at , California. (Type Contractor Name) By: Name: [Type Name] Title: [Type Title] E 1 1F R cGRA a- n A ORNEY i 245911.1 CONTRACTOR 9 S CERTIFICATE f, , state and certify that: (Name of Dedarant) l. is the general contractor to the City of Huntington Beach ("City") on Contract No. (the "Contract") for the construction of the public work of improvement entitled: (the"Project"). 2. All work to be performed pursuant to the Contract has been completed in accordance with the Contract Documents (as such term is defined in the Contract). 3_ Except for the claims listed below and the disputed claims listed in paragraph five(5), all persons supplying labor, services, materials and equipment to the Project, including all claims against the Contractor arising from the performance of the Contract, have been paid and satisfied(list unpaid debts and claims; if none, write"NONE"): 4. Attached hereto are the lien waivers required by the Contract Documents, which lien waivers have been executed by all persons who performed work on or supplied labor, services, materials, and/or equipment for use at the Project. 5. Set forth below is a list of disputed claims or claims that are the subject of a Notice to Withhold filed pursuant to the Civil Code of the State of California (list all disputed claims; if none, write"NONE"): I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Executed at on this day of , 20 (Signature of Declarant) APPROVED AS TO FORM By: 1-7/a -1J 3. Za-OLf Name: [Type Name] Title: [Type Title] 1 245914 1 Certification of Compliance with Prevailing Wage Laws To: City of Huntington Beach Department of Public Works 2000 Main Street/P.O.Box 190 Huntington Beach, CA 92648 Re: Certification of Compliance with Prevailing Wage Laws Contract: Project: The undersigned contractor on the above-referenced project ("Project") hereby certifies.that all laborers, mechanics, apprentices, trainees, watchmen and guards employed by him or by any subcontractor performing work under the contract for the Project have been paid pursuant to the minimum wage and bona fide fringe benefit requirements specified for each particular classification of work, as set forth in the wage-rate determinations of the State of California, Department of Industrial Relations, and/or the United States Department of Labor. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Executed this day of , 20_, at , California. (Type Contractor Name) By: Name: [Type Name] Title: [Type Title] AS TO CITY ATTORNEY TtS o3-a'6 csto 1 247542.1 RECEIVED BY: CITY CLERK RECEIPT COPY Return DUPLICATE to City Clerk's Office (Name) after signing/dating (Date) LIM ta z CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL, COMMUNICATION u TO: City Treasurer FROM: City Clerk DATE: l/ SUBJECT: Bond Acceptance I have received the bonds forzJ6 Aq zie�x� —�J (Company Name) CAPITAL PROJECTS (Includes CC's and MSC's) p Performance Bond No. Cam' 90 ,5— o 3 Payment Bond (Labor and Materials) Bond No. 0 � Warranty or Maintenance Bond No. TRACT AND DEVELOPMENT Faithful Performance Bond No. Labor and Material Bond No. Guarantee and Warranty Bond No. Monument Bond No. Franchise Bond No. Letter of Credit Bond No. Other Re: Tract N.. Approved X3 II (Council Approval Date) CC No. 1� Agenda Item No. Z3 MSC No. City Clerk Vault No. e� , G Other No. SIRE System ID No. ` g:/forms/bond transmittal to treasurer Bond No. 09058344 Premium Included in Charge for Performance Bond PAYMENT BOND (LABOR AND MATERIALS) KNOW ALL PERSONS BY THESE PRESENTS that: WHEREAS,the City of Huntington Beach (hereinafter referred to as"City")has awarded to Vido Artukovich&Son Inc/Vidmar Inc a JV 11155 Rush Street, So.El Monte,CA 91733 (name and address of Contractor) (hereinafter referred to as"Principal"), a contract("Contract")for the work described as follows: Warner Avenue Gravity Sewer and Lift Station#C (project title) WHEREAS, Principal is required under the terms of the Contract and the California Civil Code to secure the payment of claims of laborers, mechanics, materialmen, and other persons as provided by law. NOW THEREFORE, we, the undersigned Principal, and Fidelity and Deposit Company of Maryland 1400 American Lane,Schaumburg, IL 60196 (name and address of Surety) (a duly admitted surety insurer under the laws of the State of California and hereinafter referred to as"Surety"), as Surety, are held and firmly bound unto City in the penal sum of Nine Million Eight Hundred Forty Six Thousand Eight Hundred Sixty Three and 001100 --------------------------------------------dollars, ($ 9,846,863.00-----------------------------------), this amount being not less than one hundred percent(100%) of the total price set forth in the Contract, in lawful money of the United States of America, for the payment of which sum, well and truly to be made, we bind ourselves, and each of our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the Principal, his, her, or its heirs, executors, administrators, successors or assigns, or subcontractors shall fail to pay any of the persons named in Section 3181 of the California Civil Code ("Claimants") for all labor, materials or services used or reasonably required for use in performance of the work described in the Contract, or any amounts due under the Unemployment Insurance Code with respect to work or labor performed by any such Claimant, or prevailing wages due and penalties incurred pursuant to Sections 1774, 1775, 1813 or 1815 of the Labor Code, or any amounts required to be deducted, withheld and paid over to the Employment Development Department from the wages of employees of the Principal and Subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to the work or labor performed under the Contract, Surety will pay for the same, in an amount not exceeding the penal sum specified in this bond; otherwise, this obligation shall be null and void. This bond shall inure to the benefit of any of the persons named in Section 3181 of the California Civil Code so as to give a right of action to such persons or their assigns. In case any action is brought upon this bond, Surety further agrees to pay all court costs and a reasonable attorney's fee in an amount fixed by the court. Surety stipulates and agrees, for value received, that no change, extension of time, alteration, addition or modification to the terms of the Contract, or any contract document or any work to be performed thereunder, whether made after notice or not, shall in any way affect, impair or release the obligations of Surety under this bond. Surety hereby waives notice of any such change, PAYMENT BOND 277589A Page I of 2 Bond No. 09058344 extension of time, alteration, addition, or modification to the terms of the Contract, the contract documents or the work thereunder. Surety also waives the provisions of California Civil Code §§ 2845 and 2849, IN WITNESS WHEROF, each party represents and warrants that this instrument has been duly executed by Principal and Surety,on the date set forth below,that the name of each corporate party being affixed hereto is such parry's proper legal name and that the individuals signing this instrument have been duly authorized pursuant to the authority of its governing body. Surety, by execution of this bond, waives any defense which Surety has or may have by reason of any failure of the Principal to execute or properly execute this bond. Dated: August 23,2013 ATTEST Vido Artukovich&Son Inc/Vidmar Inc a JV (Corporate Seal) (Principal Name) By: Name. Mark Artukovich Its: Mancrinq Partner ATTEST Fidelity and Deposit Company of Maryland (Corporate Seal) (Surety Na e) i 8 . i Nya e: oemi Atno ,�ocrney-in ac ignature of Attorney-in-Fact for urety) (213 ) 270-0715 (Attach Attorney-in-Fact Certificate) (Area Code&Telephone Number of Surety) APPROVED AS TO FORM: CITY OF HUNTINGTON BEACH By ijt t ennifer Mc rath y Attorney Note: This bond must be executed in duplicate and dated, alf signatures must be notarized,and evidence of the authority of any person signing as attomey-in-fact must be attached. 277569.1 PAYMENT BOND Page 2 of 2 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ) ss County of Los Angeles ) On AUG 2 3 2013 before me, Lisa L. Thornton, Notary Public personally appeared Noemi Quiroz , who proved to me on the basis of satisfactory evidence to be the person{ whose name{ is�aixe subscribed to the within instrument and acknowledged to me that #e�she##eY executed the same in 4i4her4he# authorized capacity4e-s4, and that by 4i4her44e4 signature{s4 on the instrument the person{s4, or the entity upon behalf of which the personks4 acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signa ure: i (Seal) LisaK,,L rnton, Na ry Public -� LISA L.THORNTONa Commission ;� 1940213 s j�!g fyr�,rl; Notary Public -California Los Angeles County v �` N4y Comm. Expires Jun 10,2015 Bond Number:09058344 Obligee: City of Huntington Beach ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New York,the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,a corporation of the State of Maryland,and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Maryland (herein collectively called the "Companies"), by Geoffrey Delisio,Vice President,in pursuance of authority granted by Article V, Section 8,of the By-Laws of said Companies,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate,constitute, and appoint Noemi Quiroz its true and lawful agent and Attorney-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 Companies,as fully and amply,to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York,New York.,the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills, Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland, in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V, Section 8,of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF, the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND,this 17th day of May A.D.2012 . ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND am V �~��vL o �ViQ�2�paWq�r�„Q�pA�s BAL a i"- amea B Assistant Secretary Vice President Gerald F.Haley Geoffrey Delisio State of Maryland County of Baltimore On this 17th day of May .A.D.2012 before the subscriber,a Notary Public of the State of Maryland,duly commissioned and qualified,Geoffrey Delisio,Vice President and Gerald F.Haley,Assistant Secretary of the Companies,to me personally known to be the individuals and officers described in and who executed the preceding instrument,and acknowledged the execution of same,and being by me duly sworn,deposeth and saith,that he/she is the said officer of the Company aforesaid,and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies, and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal the day and year first above written. may- `,tpttltltt/rp� n,Notary ic Mnstance A.CommissiionnExpires July 114,2015 ?t5'v`��?1 Y P Y ��`hirt+ jtt�,• CALIFORNIA ALL PURPOSE ACKNOWLEDGMENT State of California County of Los Angeles On September 3, 2013 before me, Sharon Artukovich, Notary Public personally appeared Mark Artukovich who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. I certify under PENALTY OF PERJURY UNDER the laws of the State of California that the foregoing paragraph is true and correct. VSHARON,���TUKOVjCHWitness my hand nd official al. ycorm. #19407200WNotary PubNae.,AN mia LOS ANGELES C4tl M m` SIgnat re Wnamm.Ex . 1111Y4 2096 Bond No. 09058344 Premium:$61,923.00 PERFORMANCE BOND KNOW ALL PERSONS BY THESE PRESENTS- WHEREAS, City of Huntington Beach(hereinafter referred to as"Citv"1has, by written agreement dated 20_, entered into a contract with Vido Artukovichh Son Inc/Vidmar Inca JV 11155 Rush Street o.El Monte,CA 91733 (name and address of Contractor) (hereinafter referred to as"Principal"),for performance of the work described as follows: Warner Avenue Garvity Sewer and Lift Station#C (Project Title) WHEREAS, said contract,and all documents referenced therein(hereinafter collectively "Contract"), are incorporated herein by this reference made a part hereof as though set forth herein in full. WHEREAS, said Principal is required under the terms of the Contract to furnish a bond guaranteeing the prompt, full and faithful performance of said Contract, NOW THEREFORE, we, the undersigned, as Principal, and Fidelity and Deposit Company of Maryland 1400 American Lane,Schaumburg,IL 60196 (name and address of Surety) (a duly admitted surety insurer under the laws of the State of California and hereinafter referred to as "Surety"), as Surety, are held and firmly bound unto City in the penal sum of Nine Million Eight Hundred Forty Six Thousand Eight Hundred Sixty Three and 00/100 ------------------------------------------------------------------------------------------------------------------------------------------------------- Dollars($9,846,863.00 ), this amount being not less than one hundred percent of the price set forth in the Contract,in lawful money of the United States,for the payment of which sum,well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH THAT if the Principal shall promptly, fully and faithfully perform each and all of the covenants,obligations and things to be done and performed bythe Principal in strict accordance with the terms of the Contract as said contract may be altered,amended or modified from time to.time; and if the Principal shall indemnify and save harmless City and all of City's officers, agents and employees(hereinafter collectively referred to as"Obligees")from any and all losses, liability and damages, claims,judgments, stop notices,fees and costs of every description, whether imposed by law or in equity,which may be incurred by the Obligees by reason of the failure or default on the part of the Principal in the performance of any or all of the terms or the obligations of the Contract, including all alterations, amendments and modifications thereto, and any warranties or guarantees required thereunder; then this obligation shall be void; otherwise, it shall be and shall remain in full force and effect. Surety stipulates and agrees,for value received,that no adjustment of the time or price in the Contract or any alteration, change, deletion, addition or other modification to the Contract, or the work to be performed thereunder, shall in any way affect, limit, restrict, impair or release the obligations of the Surety under this Bond. Surety waives notice of any adjustment of contract time or contract price,and 2775DIA PERFORMANCE BOND Page 1 of 2 Bond No. 09058344 any other alteration,change,deletion,addition or other modification to the Contract,or the work to be performed thereunder, and agrees to automatically adjust the penal sum of this Bond to reflect such adjustments, alterations,changes,deletions,additions or other modifications. Surety agrees to provide written confirmation of such adjustments in the penal sum to City on not less than a quarterly basis. Surety also waives the provisions of Civil Code§§2845 and 2849, The obligations of this Bond shall survive the completion of the work described in the Contract as to all obligations and liabilities of the Principal which survive completion of the work. IN WITNESS WHEREOF, each party represents and warrants that this instrument has been duly executed by Principal and Surety,on the date set forth below,that the name of each corporate party being affixed hereto is such party's proper legal name and that the individuals signing this instrument have been duly authorized pursuant to the authority of its governing body. Surety,by execution of this bond, waives any defense which Surety has or may have by reason of any failure of the Principal to execute or properly execute this bond. Dated: August 23,2013 ATTEST Vido Artukovich&Son Inc/Vidmar Inc a JV (Corporate Sea() (Principal Name) Name: ar r u ovic Title: Managing Partner ATTEST Fidelity and Deposit Company of Maryland (Corporate Seal) (Surety Name) B Na e: N92MI Quiroz, or n ac Signature of Attorney-in-Fact for Surety) (Attach Attomey-in-Fact Certificate) (213 ) 270-0715 (Area Code &Telephone Number of Surety) APPROVED AS TO FORM: CITY O�NUNTINGTON BEACH, c By ennifer Mc ath 5j15��6 ity y Attorney Note: This bond must be executed in duplicate and dated, all signatures must be notarized,and evidence of the authority of any person signing as attorney-in-fact must be attached, 2.77591.1 PERFORMANCE BOND Page 2 of 2 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ) ss County of Los Angeles ) On AUG 2 3 C01T13", before me, Lisa L. Thornton, Notary Public , personally appeared Noemi Quiroz , who proved to me on the basis of satisfactory evidence to be the person{s4 whose name{s4 is�are subscribed to the within instrument and acknowledged to me that #e�sheA-k" executed the same in 4is�her/t#eii: authorized capacitykie�, and that by 41 s/her/t#e+i: signature{s4 on the instrument the person{S4, or the entity upon behalf of which the person{s4 acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature: (Seal) �" LU a L. Thorn on, Notary lic LISA L. THORNTON _ •...I. h?, Commission # 1940213 Notary Public -California z z Los Angeles County r My Comm. Expires Jun 10,2015 CALIFORNIA ALL PURPOSE ACKNOWLEDGMENT State of California County of Los Angeles On September 3, 2013 before me, Sharon Artukovich, Notary Public personally appeared Mark Artukovich who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. I certify under PENALTY OF PERJURY UNDER the laws of the State of California that the foregoing paragraph is true and correct. SHARON ARTUKOVICH COMM. #1940720 en Witness my ha d an Sign reald offici a I. p Lamm.Ex .JULY 1 201b CERTIFICATE OF LIABILITY INSURANCEFDATE(MMIDDNYYY)126/217113 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Adamson&McGoldrick Insurance Solutions CONTACT NAME: 1800 E. Lambert Rd., Ste 225 Brea, CA 92821 PMOHE f�c.No.�ct� _ FAX( .N�t EAWL ADDRESS: INSURERS)AFFORDING COVERAGE NAIL e www.snains.com INSURER A: Financial Pacific Insurance Company INSURED INSURER B: Navige[or.S Vido Artukovich &Son, Inc. — - - VI DMAR, Inc. a JV INSURER C:_Travetem 10 erty CasCasualty Co.. 11155 Rush St., INSURER D: _ South El Monte CA 91733 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 17783061 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE AD POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD/YYYY MM/DD/YYW A GENERAL LIABILITY ,/ 60424347 12/31/2012 12/31/2013 EACH OCCURRENCE $ 1000000 TE ,/ COMMERCIAL GENERAL LIABILITY PREMI ES Ee oocccu snce $ 300000 CLAIMS-MADE ©OCCUR MED EXP(Any One person) S 5000 ✓ Owner/Cont Pro PERSONAL d ADV INJURY IS 100000 GENERAL AGGREGATE s 200 GEITL AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AM IS 200000 POLICY PRO- LOC S jECTA AUTOMOBILE LIABILITY ✓ 60424347 12/31/2Q 12/31/2013 a ecOMBtldant SINGLENED LIMIT s 1 000 000 ANY AUTO I vED AS ����i � BODILY INJURY(Per person) s .-� ALL OWNED SCHEDULED $ BODILY INJURY(Per awdem) S AUTOS RV AUTOSNON-0VtNEDPROP RTY AGE HIRED AUTOS AUTOS f�1 Y ` NIF ER KCG 'j"�.� C y ^ate Peractldent 5 81 is B UMBRELLA LIAB L+r OCCUR LA 2EXC7690371V 12/31/2012 12/31/2013 EACH OCCURRENCE S 5,0001000 EXCESS LIAR CLAIMS-MADE AGGREGATE $ 5,000,(300 DED RETENTIONS $ S $ C WORKERS COMPENSATION DTJ-UB-5345M962-13 8/1/2013 8/l/2014 �STATU- o AND EMPLOYERS'LIABILITY IV RY MITS ANY PROPRIETOR/PARTNER/EXECUTIVE❑ NIA E.L.EACH ACCIDENT S 1,000,00C OFFICERMEMBER EXCLUDED? tManaamry In NH) E.L.DISEASE-EA EMPLOYQ S 1,000,000 If yes,dasmbe under DESCRIPTION OF CPERATIONS below E.L.DISEASE-POLICY LIMIT S 1 OOO.00O DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,AddRlonal Remarks Schedule,It more apace Is required) Re:Warner Ave Gravity Sewer/Lift Stn Project,CC-1370-The City of Huntington Beach,its officers,elected or appointed officials,employees,agents and volunteers and Sunset Beach Sanitary District are named as Additional insureds for GL and Auto per the attached endorsements. Coverage is primary and non-contributory. *10 days notion II i for non-pay, CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE CIry of Huntington Beach THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 2000 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Huntington Beach CA 92648 AUTHORIZED REPRESENTATIVE Ted Adamson ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD CERT NO.: 17783061 CLI—'T CODE: VIDOA•1 Lynn Helmer 9/26/2013 11:54:16 AM Page 1 of 4 POLICY NUMBER:60424347 CG 20 10R 12 11 THIS ENDORSEMENT CHANGES THE POLICY, PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS (WITH LIMITED COMPLETED OPERATIONS COVERAGE) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PREMIUM $301 BUSINESSOWNERS COVERAGE FORM SCHEDULE NAME OF PERSON OR ORGANIZATION the qualifying language above because of Any person or organization to whom or to which payments we make for injury. the named insured is obligated by a virtue of a written contract to provide insurance that is LOCATION OF JOB; afforded by this policy. Where required by The job location must be within the State of contract, the officers, officials, employees, domicile of the named insured, or within any directors, subsidiaries, partners, successors, contiguous State thereto. parents, divisions, architects, surveyors and engineers are included as additional insureds. DESCRIPTION OF WORK: All other entities, including but not limited to The type of work performed must be that as agents, volunteers, servants, members and described under classifications in the CGL partnerships are included as additional insureds, Coverage Part Declarations. If required by contract, only when acting within REFER TO GENERAL LIABILITY the course and scope of their duties controlled SCHEDULE ON FORM and supervised by the primary (first) additional CG 70 01 02 05 insured. if an Owner Controlled Insurance Program is involved,the coverage applies to off- PRIMARY CLAUSE: site operations only. If the purpose of this When this endorsement applies and when endorsement is for bid purposes only, then no required by written contract, such insurance as coverage applies, ** is afforded by the general liability policy is primary insurance and other insurance shall be WHO IS AN INSURED: (Section II) excess and shall not contribute to the insurance This section is amended to include as an afforded by this endorsement. insured the person or organization within the scope of the qualifying language above, but only EXCLUSION to the extent that the person or organization is This insurance provided to the additional insured held liable for your acts or omissions in the does not apply to "bodily injury", "property course of "your work" for that person or damage" or "personal and advertising Injury" organization by or for you, The "products- arising out of an architect's, engineer's or completed operations hazard" portion of the surveyor's rendering or failure to render any policy coverage as respects the additional professional services,including: insured does not apply to any work involving or 1. The preparing, approving, or failing to related to properties intended for residential or prepare or approve, maps, designs, habitational occupancy (other than apartments). shop drawings, opinions, reports, This clause does not affect the products- surveys, field orders, change orders, or completed operations" coverage provided to the drawings and specifications; and named insured(s). 2. Supervisory, inspection, architectural or engineering activities. WAIVER OF SUBROGATION: We waive any right of recovery, when required Endorsement EFFECTIVE DATE: SEE DEC by written contract, that we may have against SEE DEC the person or organization within the scope of Endorsement EXPIRATION DATE: CG 20 101112 11 . Includes copyrighted material of Insurance Services Office,Inc.,with its permission Page 1 of 1 **The City of Huntington Beach, its officers, elected or appointed officials, employees, agents and volunteers and Sunset Beach Sanitary District MAT NO.: 17783061 CLI ENI'CODE. VIDOA-1 Sy— 8-im r 9/26/2013 11:54.16 A: Pag> 2 Of 4 ., 60424347 9/26/2013 FPTCO200 (12-11) TFnS ENDORSEN ENT CHANGES THE POLTCY. PLEASE READ TT CAREFULLY BUSINESS AUTO ELITE COVERAGE ENDORSEMENT This endorsennetu modifies insnrnnce provided under the following: BUSINESS AUTO COVERAGE FORM With respect to coverage provided by this cudorsenieut.the provisions of the Coverage Form apply unless urodified by this endorsement. SECTION II-LIABILITY COVERAGE-Amendments COVERAGE EXTENSIONS - SUPPLEMENTARY WHO IS AN INSURED PAYMENTS The following are added to WHO IS AN INSURED: Supplenneolan'Payments is ameuded as follows: BLANKET ADDITIONAL INSUREDS We will pay' up to $3.000 for cost of bail bonds (including bonds for related traf["ic law violations) required because of Any person or org nizalion with whom you agreed. purstimu an "accideul tt•e cover. We do not have to fitrnislr these to a written contract, to provide uimrarice such as is afforded bonds. under this Coverage Part. but only to the extent that (lie person or organizniion is held liable for your acts or We will pay all reasonable expenses incurred by the ontissions with respect to your ownership. maintenance or -inslued- at our request. utcluding actual loss of eamiugs up use of a cohered "auto." This provision oruy applies if the to$300 a day.because of time off from tvorlc. written contras lens been executed prior to the "bodily iniun''or-property damage` SECTION JU - PHYSICAL DA*ILAGE COVERAGE - Amendments This coverage shall be primary and not contributory with respect to the person or organization included as au-insured- AUDIO, VISUAL, AND DATA ELECTRONIC'• under this section. Atry other insurance that person or EQUIPMENT COVERAGE EXTENSION orbvtization has shall be7 excess and not contribulon• with respect to thus Lzurance.but this provision only applies if iI is Any reference to equipment for the reproduction of soartd required in the written contract.identified in this section_and also includes video and global positioning systems. is permitted by law. EXPANDED TOWING COVERAGE BROAD FORA NAMED INSURED In addition to the lotting and labor Blain shown in the Any busutess eutity newly acquired or formed by you. other Declarations for private passenger n•pe"autos:' we-tviil pay than a partnersltip.,joint venwre or l'united liability coulpan}' up to S75 for tottiing and labor costs incurred each tirue thte during the policy period provided you own 50% or more of cohered "into' is disabled. However. dte labor. must be the business enuty and the business entih• is not sepamtely performed at the place of disablement. insured for Business Auto Coverage. Coverage is extended up to a ntaxinnrm of 190 days following acquisition or TIIis coverage applies only' no in "auto covered on this formation of the business entity. policy for other physical d1wr<1ge coverage. EMPLOYEES AS INSURED-HIRED AUTOS EXPANDED TRANSPORTATION EXPENSE Auyewplovee7 of yours is an"insured" while operatuta:uI Coverage Extensions-Transportation Expenses is deleted "auto hired or routed tinder a coarraci or agreement in rhat 'employee's name. with your perntissiott. while performina and replaced by the fotlotvin�: duties related to the conduct of your business. We will pay up to$60 per dal to a maxinutm of$1.800 for EMPLOYEES AS INSURED-NONOWNED AUTOS tenipornn'trausportalion expense incurred by you because of the totat theft of n covMd "auto" of the private passenger Any "ennptoycc" of yours is yin "4mired" while using a type. We wilt pay oitly'for those covered "autos" for which covered -auto" you don't own. hire or borrow in your son carry-citlier Comprehensive or Specified Causes of Loss business. Coverage. We will pay for teutpomry Irunsportatioa expcuses incurred during Ilse period begiuuiug 4.4 hours after Incluticx enp}Tighted material 41801-ratiea.in,:.with il.perntk iall Page I of 3 C£RT NO.: 177a3a61 CLiEn COOZ: VIDOA-1 Lynn aei=- 9/26/2a13 11:S4:16 AN Page 3 Of 4 rPICO200 (12-1 1) Cite theft and ending. regardless of Ilse polic%'s capiration. For each fired "auto our obligation to pay -loss' mill be wlte❑ the covered "auto is retnmed to use or the p;ay for'iis reduced bi. :i 'deduclible'egttal io►hc hiblt�si-3c iicu'GIe— "loss.- applicable to any owned "auto for that cover,Igc. No deductible trill be applied to "loss caused by fire or EXTRA EXPENSE-STOLEN AUTOS lightning. We will also pn%- lip to $500 per "accidclu- for loss of use of the!tired-amo" if it results from tm"accident We will pay tip to $1.100 for the expense of returning a for which you are legally liable. The lessor must stiffer an stolen cohered "auto' to roil. We will pnN old%- for those actual financial"loss"for this coverage to tappiN. cohered "autos" for which %on cam- Comprehcusk a or Specified Causes of Loss Coverage. Hired Car Physical Damage Coverage provided by this extension is excess over arn•other collectible insuruice. IIIRED CAR PFFY'SICAL DAMAGE COVERAGE LOAN/LEASE GAP COVERAGE For purposes of this section. the term "auto" is redefined to rneatn n land motor vehicle. -trailer or semitrailer with a For purposes of this section. the terra -auto" is redefined to gross helticle weight under 20.000 pounds designed for travel memi a hand inotor velticle. "trailer" or semitrailer With a. on public roads.but does not include-mobile equipincut:' gross vehicle weight tinder 20.000 pounds designed for travel on public roads.but does not uachide-mobile equipment:' If Contpreheilsive, Specified Causes of Loss or Collision coverage is provided to till owned autos by this policy. %•oil If a long-terns leased or fumnced -auto" is a covered "auto" mn} extend liaa coverage to apply to Physical Dania.- "loss' for the Physical Damage Coverage applicable to a total to (tired "autos." We will provide coverage equal to the -loss." and the lessor or financial institution is an additional, mialmutu coverage ahaikible to nay covered"auto" shown in insured under (Iris Coverage Part nv will pad' up to a' the Declarations But. file host we.hill ptiy for"loss to n inaximum of$15.000 Cite difference between amounts yoil hired'auto"ut aiiy one-accident"is the lesser of: owe the lessor or financial institution under the lease or loan terms and the amount of insurance paid the lessor or financial 1. S50.000:or institution for the total 'loss" of the cohered "auto" minus: arty payments overdue at the time of the loss: any financial 2. The acittal cash value of the damaged or stolen property penalties imposed due to tt'estr and tear. high milWLIe or as of the time of the-loss:"or siudlar cltarges: any security deposits not refunded by the, lessor or financial institution:any costs for credit life. health 3. The acaaal cost of repalring or replacing llte damaged or and accident. or disability itisuranee'.any costs for emoded stolen property with other property of like kind or quality. warranties: or am• carry-over balances front previous leases A part is of like kind mud qunliq'whert it is of equal or or loans. You arc responsible for the deductible applicable to better coadidou than(lie prc-accident part. We will use the "loss" for the covered'auto". This coverage is excess the original egttipMent from the manufacturer when: iistirance over any other collectible hisuruice or lease provision. a) Tile operatiomil safely of the veldcle might o(ti m'ise be impaired: PERSONAL EFFECTS COVERAGE b) Reasonable and dilicen( efforts to locate the We Chill pay up to $400 for -loss' to tt•earing apparel and appropriate rebuilt. rafterniarket or used part have other personal effects.will ich are: been unsuccessful: 1. Owned by an'uisured:"and c) A nett' origimil equipment part of like kind and quahiq• is available and trill result in the lowest 2. lit or on your cohered"auto overall repair cost: in the event of a total ilteft"loss'of your cohered d) For vehicles insured under policies written on or No deductibles apply to Personal Effects Coverage. before December 31. 2003. the vchicle has been used no wore thin 15.000 miles unless the pre- RENTAL REIRIBURSENIENT COVERAGE accident condition warruus othemise:or e) For vehicles insured tinder policies written on or 1. We will pay for rcturd reimbursement expenses incurred aficr Jarman• I.2004. the vehicle has been used uo by you for die rental of an-auto-because of"loss"to n more than 20.000 miles unless the pre-accident covered 'awo." Pnyutent applies in ndditiai to the condition warrants otherwise. othenrise applicable amount of each coverage you have oil a covered-Milo." No deductibles apply to Rental Reimbursement Covera,^,c. 1witidon cop%iighaed npla ial of 1SQ Vr,T tier I' .will'ib rwfllic'i:ai Page 2 of 3 MU NO.; 11793061 CLi&Yr CODE: V_DOA•1 LyM 3eime. 9/26/2013 11:56:16 AY. Pag= 4 of 4 FPICO200 (12-11) 2. We will pad-only for those expenses incurred during the subsequent investigation of such chainis or "suits". under police period beginning 24 hours after the-loss'and DUTIES IN THE EVENT OF ACCIDENT. CLAIM. SUIT ending,regardless of the policy's expiration with the OR LOSS. do not apply until the -accident- or -loss' is lesser of(lie following number of days: known(o: a) The number of days reasonable required to repair or 1. You. if you are nn uidiyidual; replace the covered -auto." If-loss- is caused by theft. this number of days is added to the number of 2• A partner, if you area partnership: days it takes to locate the covered"auto" and return it to you. 3. An executive officer or insurance manager.if vou are it corporation. b) The number of days shown in the Schedule. 4. Your members.utvmagers or insurance manager, if you 3. Thus coverage applies on])-to a covered-auto- for which area limited dabilit}•compare: there is Comprehensive.Specified Causes of Loss or ;, your elected or appointed officials.tnustees.board Collision Coverage provided on thus covered"auto." members.or vour insurance manager.if you are mi If there is no Collision Coverage fora covered"auto." then Rental Reimbursement Coverage trill not apply to a organization other thana partuerslup,,joint venture,or Collision loss involving that covered"auto." limited liability company. 4. Our payment is limited to the lesser of the following But, this section does not amend the provisions relating to amounts: notification of police, protection or examination of the property. which tt as sub.iect to the-loss.- a) Necessan•and actual expenses incurred. BLANKET WAIVER OF SUBROGATION b) Vi for any one day or for a maxinnum of 30 clays. Transfer Of Rights Of Recoveu7•Against Others To Us is S. This coverage does not apply while there are spare or deleted and replaced by the following: resme"autos-available to you for your operations. We tyaiye atn• right of recoyen• Ave may have against any G. If"loss" results from the total theft of a covered"auto'of person or orgmuiztation to the cstcni required of you by a the private passenger type.we will pny under this written contract executed prior to any "accident' or "loss." coverage only that amount of}our rental reimbursement provided that the -accident' or -loss' arises out of the expenses which is not already provided for under the operations contemplated by such contract. The waiver PHYSICAL DAMAGE COVERAGE Coycrnge applies only to the person or orgammization designated in such Extension. contract. 7. Coverage does not apply to an•covered"auto"for which GENERAL.CONDITIONS coverage is prodded b} endorsement forte CA 9923 on this police. UNINTENTIONAL ERRORS OR OMISSIONS WAIVER OF DEDUCTIBLE-GLASS Concealment,Misrepresentation Or Fraud is amended by adding the following: Deductible is amended by adding time following: The unintentional omission of. or unintentional error in. any No deductible for a covered "auto' will apply to glass hmformatnoo given by you shall not prejudice your rights damage if the glass is repaired rather than replaced, under this insurance. However. this provision does not affect our right to collect additionat premium or exercise our right SECTION IV - BUSINESS AUTO CONDITIONS - of cancellation or non-renetyal. Amendments SECTION V-DEFINITIONS-Amendment LOSS CONDITIONS MENTAL ANGUISH KNOWLEDGE OF ACCIDENT, CLAIM, SUIT OR LOSS The definition of -bodily injure" is amended to include utental anguish resulting from any -bodily injun•." sickness The requirements for reporting and sending claim or "saii' or disease sustained by a person. information to its.hicludumg provisions related to the IOclUde,cat)�Ti jhled 1Uate17al orlso Pmperlies.Inc.xNim its parati�imi Page 3 of 3 Dept. ID PW-0032 Page 1 of 3 Meeting Date:8/19/2013 rn CITY OF HUNTINGTON BEACH } REQUEST FOR CITY COUNCIL ACTION MEETING DATE: 8/19/2013 SUBMITTED TO: Honorable Mayor and City Council Members SUBMITTED BY: Fred A. Wilson, City Manager PREPARED BY: Travis K. Hopkins, Director of Public Works SUBJECT: Award construction contract in the amount of$9,846,863.00 to Vido Artukovich and Son, Inc. /Vidmar, Inc., A JV, for the Warner Avenue Gravity Sewer (WAGS) and Lift Station C Replacement Project, CC-1370; approve withdraw of Metro Builders and Engineers Ltd; appropriate funds from undesignated Sewer Service Fund; and, approve and authorize execution of agreement with the California Coastal Commission Statement of Issue: On July 23, 2013, bids were opened for the Warner Avenue Gravity Sewer and Lift Station C Replacement Project on Warner Avenue between Pacific Coast Highway and Brightwater Drive and on Pacific Coast Highway from 2nd Street to Warner Avenue. Staff requests that the City Council award the construction contract to Vido Artukovich & Son, Inc. /Vidmar, Inc., A JV, the lowest responsive and responsible bidder. Financial Impact: Funds in the amount of $4,000,000 are available in Business Unit No. 51189007 and $470,000 is available in Business Unit 21089010. An appropriation of$7,050,830 from the Sewer Service Fund (511) balance is required to fully fund the project. The Sunset Beach Sanitary District is responsible for$1,222,530 of the construction cost per a previous agreement. Recommended Action: A) Approve the withdraw of the apparent low bid from Metro Builders and Engineers LTD.; and B) Appropriate $7,050,830 from the undesignated Sewer Service Fund (511) balance to account 51189007.82600; and C) Accept the lowest responsive and responsible bid submitted by Vido Artukovich & Son, Inc. / Vidmar, Inc., A JV, in the amount of$9,846,863.00; and D) Authorize the Mayor and City Clerk to execute a construction contract in a form approved by the City Attorney; and, E) Approve and authorize the Mayor and City Clerk to execute an agreement with the California Coastal Commission as required to obtain a Coastal Development Permit. The agreement is attached to this request for Council action. Alternative Action(s): Reject all bids, and provide staff with alternative direction. Item 13. - 1 xB -130- Dept.ID PW-0032 Page 2 of 3 Meeting Date:8/19/2013 Analysis: In 2006 the City bid and awarded the Warner Avenue Gravity Sewer Project, CC-1269. The goal of this project was to install a deep 24-inch gravity sewer in Warner Avenue thus eliminating the need for Lift Stations "B", "C", and the Sunset Beach Sanitary District's (SBSD) Lift Station, located at the intersection of Pacific Coast Highway (PCH) and Warner Avenue. This project was halted during construction since the grade of the sewer main line was not being achieved with the use of the micro tunneling construction method as designed. Given this issue, the City has redesigned the sewer system along Warner Avenue between PCH and Brightwater Drive using a more conventional construction method of open trench. As a part of the Warner Avenue Gravity Sewer and Lift Station "C" Project, a new Lift Station "C" will be constructed on the north side of Warner Avenue in the parking lot of the Huntington Harbour Yacht Club, which is on City owned property. A new gravity sewer will be constructed to convey flow from the existing Lift Station "B", and the existing SBSD Lift Station, to the proposed new Lift Station "C". The proposed force main from the new Lift Station "C" will convey pumped flow up and along the bridge on Warner Avenue just East of PCH. Once past the bridge, the flow will be conveyed by a newly constructed gravity sewer, to the existing Lift Station "D", located at Warner Avenue and Brightwater Drive. Bids were opened publicly on July 23, 2013, and are listed in ascending order: Bidding Contractor Submitted Bid Corrected Bid Metro Builders & Engineers Group Ltd. $ 7,714,930.40 $7,724,594.40 Vido Artukovich & Son Inc/Vidmar, A JV $ 9,833,946.00 $9,846,863.00 Papules Engineering Inc. $ 11,401,739.00 Correct as bid GRFCOInc. $ 13,639,550.00 $14,444,150.00 At the time of the bid, the apparent low bidder was Metro Builders and Engineers Ltd. The City has received a correspondence from Metro Builders and Engineers LTD., requesting withdrawal of their bid due to a $1,200,000 clerical error. Due to the bid withdrawal Vido Artukovich & Son, Inc. / Vidmar, A JV was the next apparent low bidder therefore, staff recommends award of the contract to Vido Artukovich & Son, Inc. / Vidmar, A JV. Staff performed a reference check on 3 of their references which has yielded favorable results. The engineers estimate for this project was $6,500,000 and compared to the successful low bid of $9,833,946. An analysis of the project bid schedule and subsequent discussion with the bidders indicates that the higher cost reflects a concern regarding the excavation, shoring, and dewatering. This is the reason the original project was designed to be a micro tunneled installation. The total cost is estimated to be $11,520,830 including the contract cost, contingency, project management, and supplemental expenditures. Of this amount, $1,222,530 is reimbursable from the Sunset Beach Sanitary District in accordance with the Amendment No. 1 Agreement between the Sunset Beach Sanitary District and the City, dated July 17, 2006. Public Works Commission: The Public Works Commission reviewed and approved the project on May 15, 2013, with a vote of 7-0-0. Environmental Status: Pursuant to the California Environmental Quality Act (CEQA), the project requires a Negative Declaration. MITIGATED NEGATIVE DECLARATION NO. 12-02 was acted upon by the Zoning Administrator of the City of Huntington Beach on September 5, 2012, and xB -131_ Item 13. - 2 Dept.ID PW-0032 Page 3 of 3 Meeting Date:8/19/2013 approved. COASTAL DEVELOPMENT PERMIT application No. 5-12-268 was conditionally approved by the California Coastal Commission on April 10, 2013. Strategic Plan Goal: Improve the City's infrastructure Attachment(s): 1. Location Map 2. Amendment No. 1 to Agreement between City of Huntington Beach and Sunset Beach Sanitary District, dated July 17, 2006 3. Assumption of Risk, Waiver of Liability for the California Coastal Commission regarding the Warner Avenue Gravity Sewer and Lift Station Project 4. Metro Builders & Engineers, Withdrawal of Bid Correspondence Item 13. - 3 HB -132- ATTACHMENT # 1 "DOE 3 s MIN PARKOPERMA DR' U �g D M QA/i/�D ww 1 !1' HWIX' D 1 SCENARq'DR 4P ❑ jNO�N D DD oT I -i CJ UY T �AAND Q / a FE1L AVE' �HEIL AVE fi C - HJNARBOUR.V ❑ ,plY ADMIRALTY HARBOUR !f7" \\ 1� NE14 PARK Q- 14AND dI 'D HUNIINGTDN \\ YORING 5S �PRAIRIE'DR HARWR V c q O QP PEA=57 4 �B o �SUNSET w� ALK DRDGQ V o DAY�DRT o a f IS�AJIO MIIA 0 - DAYEL80RT DR 1 EDGEWA70 LN Qp A , � ��U LADgN DR .. WARNER AYE LOS PAT05 AVE PROJECT LOCATION VICINITY MAP NOT M SCALE WARNER AVENUE GRAVITY SEWER & LIFT STATION NO. C. CC 1370 Item 13. - 5 HB -l 34- ATTACHMENT #2 AMENDMENT NO. 1 TO AGREEMENT BETWEEN CITY OF HUNTINOTON BEACH AND SUNSET BEACH SANITARY DISTRICT This AMENDMENT is made:and entered into this jfday of t,ZI.Y 2006 by and between the CITY OF HUNTINGTON BEACH,a California Municipal Corporation,hereinafter referred to as"CITY"and SUNSET BEACH SANITARY DISTRICT,hereinafter referred to as"SUNSET,a special district ,governed by the provisions of the Sanitary District Act of 1923,. WHEREAS CITY and SUNSET are parties to that certain agreement dated April 2,2001 entitled"Agreement for the Conveyance of Wastewater Between the City of Huntington Beach and Sunset Beach Sanitary District"whereby SUNSET was afforded a capacity right in CITY's existing and expanded wastewater facilities,which agreement shall hereinafter be referred to as the"Original Agreement";and WHEREAS CITY has entered into a contract hereinafter referred to as"Existing Work"for the construction of certain pump stations and certain sewer lines at a depth and location which will substantially reduce capital,operation and maintenance costs which SUNSET would otherwise incur provided it remains connected to CITY's sewerage system. WHEREAS,CITY is about to let a separate contract for certain construction work,hereinafter"Proposed Work",which will provide a point of connection between the existing sewerage system of SUNSET and CITY's sewerage and pumping plant system.CITY will include in this contract a separate bid item which will define the cost of connecting the CITY's sewerage system to that of SUNSET. WHEREAS CITY and SUNSET desire to agree on the compensation that is due from SUNSET to CITY for said connection and for the benefits to be derived by SUNSET from the manner in which the sewers and pumping plants of CITY will be constructed . NOW,THEREFORE,it is agreed between CITY and SUNSET as follows: I. DESIGN,BUILD AND CONSTRUCiON SFEVICES F��SUNSET'S NEW GRAVTTY,SR A R CONNECTION. CITY will let for public bidding a contract for the construction of approximately 240 feet of I 9-inch connector pipe designed by SUNSET between SUNSET's Warner Avenue pumping plant and a point at the intersection of Pacific Coast Highway and Warner Avenue as more particularly described in the CITY's plans and specifications, which are hereby incorporated by this reference,in a manner that will enable SUNSET to abandon its existing Warner Avenue pumping plant. aazs-erss-sssa.i 1 Item 13. - 7 HB -136- CITY has listed this work as a separate bid item within the larger construction contract,with the cost of said bid item estimated at$300,000. At such time as the bids for the Proposed Work have been received and opened, the bid item pertaining to the work described above shall be referred to the Board of Directors of SUNSET. SUNSET's Board of Directors shall have the right to approve or reject said bid item. In the event that said bid item is rejected,this Article 1 of Amendment Number I shall be of no further force or effect. In the event that said bid item is accepted by SUNSET's Board of Directors, SUNSET shall pay to CITY the amount actually expended by CITY in reference to said bid item,no later than thirty-five days after the date CITY records a Notice of Completion with respect to the Proposed Work. CITY shall be responsible to inspect and administer the contract for the Proposed Work and for making all payments due to the contractor. SUNSET BEACH shall have no responsibility to the CITY or to any other party with respect to the Proposed Work other than making the payment described above within the time provided 2. ALLOCATION OF EXPENSE Of EXISTING WORK OF CONSTRUCTION The parties have determined that the sum of$800,000 is SUNSET's fair share of the CITY's cost to design, administer and construct the Existing Work. CITY and SUNSET agree that SUNSET will pay to the CITY,without interest,this amount in yearly installments of$80,000 for ten consecutive years for a total cost sharing amount of $800,000. The initial payment will be made by SUNSET on or before February 1,2007, and each successive payment will be made on the anniversary of that date. 3. INSURANCE AND INDEMNITY With respect to the Proposed Work CITY agrees to require its contractor to furnish to the CITY and to the DISTRICT a policy or certificate of liability insurance in which the CITY and the DISTRICT are named as an insured or an additional insured with the contractor. The policy furnished by the contractor shall be issued by an insurance company authorized by the Insurance Commissioner to transact business in the State of California with a policyholders rating of B+or higher and a financial class VII or larger. Notwithstanding any inconsistent statement in the policy or any subsequent endorsement,the CITY and DISTRICT shall be the insured or an additional insured in respect to the Proposed Work whether liability is attributable to the contractor,the CITY or the DISTRICT. The policy shall insure the CITY and the DISTRICT,their officers, employees and agents while acting within the scope of their duties on the Proposed Work,against all claims arising out of or in connection therewith. The coverage shall provide the following minimum limits: 4824.4295-5424.1 2 1413 -137- Item 13. - 8 Bey injury Each occurrence limit$1 million Products/Complete Operations aggregate limit$1 million General aggregate limit$1 million. Property Damage$200,000 each occurrence, $500,000 aggregate. The agreement between the CITY and its contractor shall further provide that the contractor shall save,keep and hold the CITY and the DISTRICT,their officers and agents and employees harmless from all damages,costs or expenses in law or equity that may at any time arise or be set up because of damages to property,or of personal injury received by reason of or in the course of performing the Proposed Work which may be caused by any willful or negligent act or omission by the contractor,and any of the contractor's employees,or any subcontractor. Neither the CITY nor the DISTRICT will be liable for any accident,loss or damage to the Proposed Work prior to its completion and acceptance. All liability insurance policies shall bear an endorsement or have attached a rider whereby it is provided that,in the event of expiration or proposed cancellation of such policies for any reason whatsoever,the CITY and the DISTRICT shall be notified by registered mail,return receipt requested,giving a sufficient time before the date thereof to comply with any applicable law or statute,but in no event less than 30 days before expiration or cancellation is effective. 4. REAFFIRMATION The foregoing provisions shall amend the contract dated April 2,2001 by an addition to said contract. Except as specifically modified herein,all other terms and conditions of the Original Agreement shall remain in full force and effect. IN WITNESS WHEREOF,the parties who have caused this Agreement to be executed by and through their authorized officers on SUNSET BEACH SANITARY DISTRICT CITY OF HUNTINGTON BEACH a municipal corporation of the State of California T COUNTERPART 4924-4US-3424.1 3 Item 13. - 9 HB -138- ATTAC H M E N T #3 nn -i .e- Item 13. - 10 ASSUMPTION OF RISK,WAIVER OF LIABILITY AND INDEMNITY AGREEMENT BETWEEN THE CITY OF HUNTINGTON BEACH AND THE CALIFORNIA COASTAL COMMISSION REGARDING THE WARNER AVENUE GRAVITY SEWER AND LIFT STATION PROJECT WHEREAS,the City of Huntington Beach, a California municipal corporation("City") has applied to the California Coastal Commission("Commission") for Coastal Development Permit No. 5-12-268 (the "CDP") to construct the Warner Avenue Gravity Sewer and Lift Station Project("Project"); and As a condition of issuance of the CDP,the Commission has required the City to submit a written agreement, in a form and content acceptable to Commission's Executive Director, in which City agrees to assume certain risks, waive liability for certain injuries or damages, and provide indemnification to the Commission for certain other claims and damages that may result due to the Project, NOW, THEREFORE, the parties do hereby agree as follows: 1. INDEMNIFICATION, ASSUMPTION OF RISK, AND WAIVER OF LIABILITY By acceptance of the CDP,the City acknowledges and agrees: A. That the Project site may be subject to hazards from wave and tidal action; and B. To assume the risks of such hazards to the City, and the property that is the subject of the CDP, of injury and damage from such hazards in connection with the permitted development; and C. To unconditionally waive any claim of damage or liability against the Commission, its officers, agents, and employees for injury or damage from such hazards; and D. To indemnify and hold harmless the Commission, its officers, agents, and employees with respect to the Commission's approval of the Project against any and all 13-3 852/99917 1 liability, claims, demands, damages, costs (including costs and fees incurred in defense of such claims), expenses, and amounts paid in settlement arising from any injury or damage due to such hazards; and E. To include a provision in any subsequent lease of the subject property requiring the lessee to submit a written agreement to the Commission, for the review and approval of the Executive Director, incorporating all of the terms of this Paragraph 1. IN WITNESS WHEREOF, the parties have executed this Agreement by and through their authorized officers on August 19, 2013 CITY OF HUNTINGTON BEACH CALIFORNIA COASTAL COMMISSION,. . A California mum al corporation An agency of the State of California dwa Mayor Executive Director i Clerk APPROVED AS TO FORM: aC;* ;At�torne REV AND APPROVED: C' ager INITIATED AND P OVED: � Public Works Director 13-3852/99917 2 ATTACHMENT #4 Item 13. - 13 inn -142- Metro Builders & Engineers Group, Ltd. July 30,2013 Andrew Ferrigno City of Huntington Beach Department of Public Works 2000 Main Street Huntington Beach,CA 92648 RE: Warner Ave Gravity Sewer and Lift Station#C Replacement Project Withdrawal of Bid-Metro Builders&Engineers Group, Ltd. Dear Mr. Ferrigno, As you are aware, Metro Builders & Engineers Group, Ltd. was the low bidder on the above referenced project. Unfortunately, we are requesting to withdraw our bid for CC No. 1370 - Warner Ave Gravity Sewer and Lift Station#C Replacement Project due to clerical errors that were made in the submission of our bid proposal. As shown in the attached spreadsheet, several substantial errors were made in the bid,including Bid Items 8 and 11. The 'Adjusted Bid' column within the spreadsheet is used to make manual adjustments to our bid. Sums of the adjusted bid column are entered as required to obtain totals or subtotals of bid amounts.' Bid Item 8 was entered as $303,260 rather than the correct total of$1,303,260. Bid Item 11 was entered as $29,500 rather than the correct total of$229,500. Combined, these errors caused a$1,200,000 error in the total bid amount. In addition to the above errors, there were several other errors that were made in the submission of the bid proposal which were of less substantial consequence. The Unit Prices for Bid Items 4&5 were both entered as $3,450 rather than$3,540,causing a discrepancy in the total bid amount for these bid items. Also,the Adjusted Bid amount for Bid Item 62 was not entered. Correction of the above errors would have resulted in a Total Bid Amount of Line Items 1-99 of$8,924,594.40. As you can see,the errors that were made resulted in a substantially different bid amount in our bid. If you have any questions or require any further information, please contact me at(714) 293-0044 or by email, ryan@metrobuilders.com Sincerely, Ryan Schultz Senior Estimator v�s� :9eu.-:�:_.-e„r.rrnr,�-.—,�c�sn-z�- s��.�,:v�r•:ss�r�e:.,��LL��sa r��u�snxay•,,�'�sk�ssav�'t•�[tam ",�':!.�.�..�ux�sac.�eoacf,�•..��c,�a 2610 Avon Street,Newport Beach. CA 92663-Phone:949.515.4350-Fax:949,515,4351 -metrobui3ders.com HB -143- Item 13. - 14 7/J SECTION A NOTICE INVITING SEALED BIDS for the construction of WARNER AVENUE GRAVITY SEWER AND LIFT STATION 4 C REPLACEMENT PROJECT CC No. 1370 in the CITY OF HUNTINGTON BEACH PUBLIC NOTICE IS HEREBY GIVEN that the CITY OF HUNTINGTON BEACH, as AGENCY, invites sealed bids for the above stated projects and will receive such bids in the office of the City Clerk, Second Floor, 2000 Main Street, Huntington Beach, California 92648, up to the hour of 11:00 AM on July 10, 2013. Bids will be publicly open in the Council Chambers unless otherwise posted. Copies of the Plans, Specifications, and contract documents are available from the Office of the Director of Public Works, 2000 Main Street, Huntington Beach, CA 92648, upon payment of a $120.00 nonrefundable fee if picked up, or payment of a $140.00 nonrefundable fee if sent by UPS ground delivery (bidder shall pay additional costs for special delivery). Any contract entered into pursuant to this notice will incorporate the provisions of the State Labor Code. Pursuant to the provisions of the Labor Code of the State of California, the minimum prevailing rate of per diem wages for each craft, classification or type of workman needed to execute the contract shall be those determined by the Director of Industrial Relations of the State of California, which are on file at the Office of the Director of Public Works, 2000 Main Street, Huntington Beach, CA 92648. The AGENCY will deduct 5% retention from all progress payments. The Contractor may substitute an escrow holder surety of equal value to the retention in accordance with the provisions of the California Government Code, Section 4590. The Contractor shall be beneficial owner of the surety and shall receive any interest thereon. The AGENCY hereby affirmatively ensures that minority business enterprises will be afforded full opportunity to submit bids in response to this notice and will not be discriminated against on the basis of race, color, national origin, ancestry, sex, or religion in any consideration leading to the award of contract. No bid shall be considered unless it is prepared on the approved Proposal forms in conformance with the Instructions toBidders as determined by the AGENCY. The bid must be accompanied by a certified check, cashier's check, or bidder's bond made payable to the AGENCY for an amount no less than 10% of the amount bid. The successful bidder shall be licensed in accordance with provisions of the Business and Professions Code and shall possess a State Contractor's License Class A at the time of the bid opening. The successful Contractor and his subcontractors will be required to possess business licenses from the AGENCY. Project Description: The project consists of the abandonment and demolition of four existing sewer lift stations, and the installation of a new sanitary sewer lift station and force main. The project also includes the installation of two new gravity sewers, one in Pacific Coast Highway, and the other in Warner Avenue. The project will involve the restoration of curb gutter, asphalt paving, landscaping, and removal, restoration of existing public and private improvements, and related appurtenant work not mentioned above but required in accordance with the Contract Documents. The Work is located in the City owned Yacht Club Parking Lot, as well as in Warner Avenue and Pacific Coast Highway in Huntington Beach, CA. ® The contract shall allow the Contractor 220 working days to complete the contract. ® The engineer's estimate of probable construction cost for the work included in the basis of award is $6,500,000. The AGENCY reserves the right to reject any or all bids, to waive any irregularity and to take all bids under advisement for a maximum period of 60 days. BY ORDER of the CITY COUNCIL of the CITY OF HUNTINGTON BEACH, CALIFORNIA, the 17th day of September 2012, by Resolution No. 2012-65. Attest: Joan L. Flynn CITY CLERK OF THE CITY OF HUNTINGTON BEACH ee - /"3 �-o — , e§tzz� �0� �J IJ C�3 CD, :...�.. - . Cyr City of Huntington Beach 23-Jul-13 Bid Opening 11:00 AM CC 1370, WAGS and Lift Station # C Bidder Bid Amount Bid Amount Corrected 1 Charles King Company,Inc. 2 Clarke Contracting Corp. 3 Environmental Construction Inc. cf 4 Grfco Inc � to Griffith Company 6 KEC Engineering Metro Builders&Engineers Group Ltd. O 8 Mike Prlich and Sons inc 9 Minco Construction 10 Mladen Buntich Construction, Co.,Inc. 11 Paso Robles Tank,Inc. 2 Paulus Engineeering 3 RSH Construction 14 STEVE BUBALO CONSTRUCTION COMPANY 15 SULLY MILLER 16 USS Cal Builders,Inc. 17 Vido Artukovich &Son,Inc./Vidmar Inc .- a 18 19 20 21 22 23 24 25 26 27 28 29 30 j City of Huntington Beach 23-Jul-13 Bid Opening 11:00 AM CC 1370, WAGS and Lift Station # C Bidder Bid Amount Bid Amount Corrected 1 Charles King Company,Inc. 2 Clarke Contracting Corp. 3 Environmental Construction Inc. f� 4 Grfco Inc 5 Griffith Company 6 KEC Engineering 7 Metro Builders&Engineers Group Ltd. , d 8 Mike Prlich and Sons inc 9 Minco Construction 10 Mladen Buntich Construction,Co.,Inc. 11 Paso Robles Tank, Inc. 12 Paulus Engineeering 3) 13 RSH Construction 14 STEVE BUBALO CONSTRUCTION COMPANY 15 SULLY MILLER 16 USS Cal Builders,Inc. 17 Vido Artukovich &Son,Inc./Vidmar Inc 18 19 20 21 22 23 24 25 26 27 28 29 30 i� I� rrIVUF F SECTION A PUBLICATION ' �' NOTICE INVITING SEALED BIDS for the construction of WARNER AVENUE GRAVITY SEWER AND LIFT:STATION#t REPLACEMENT PROJECT CC No.1370 in the STATE OF CALIFORNIA) CITYOF HUNTINGTON BEACH PUBLIC NOTICE IS HEREBY GIVEN that the CITY OF HUNTINGTON BEACH, as AGENCY, ,invites ) SS. sealed bids for the above stated projects and will y p�O receive such bids in the office of the City Clerk, COUNTY OF ORANGE NGE ) Second Floor,2000 Main Street,Huntington Beach; ® 9'°® California 9264$, up to the hour of.11:00 AM on July 10, 2013. Bids will be publicly open in the Council Chambers unless otherwise posted. Copies of the Plans, Specifications, and contract am a citizen of the United States and a "documents are available-from the Office'of the Director of Public Works, 2000 Main ,Street, I Huntington Beach, CA 92648, upon payment of resident of the County of Los Angeles $120.00 nonrefundable fee if picked up,or payment am over the a e of ei hteen ears and of a .$140.00 nonrefundable fee if sent by UPS g g y ground delivery (bidder shall pay additional costs for special delivery).' not a art to or interested in the party e no Any contract entered into pursuant to this notice Ppublished. I am a principal clerk Of the will incorporate-the provisions of the State Labor P p Code. Pursuant to.the_provisions' of the Labor" HUNTINGTON BEACH Code of the State of California, the minimum prevailing rate,of,per diem wages for each craft, INDEPENDENT which was adjudged a execute the or type a workman needed to � execute the contract shall be those determined by the Director of Industrial Relations of the State newspaper Of general circulation On of.California, which.are on file at,the Office of the Directr 'of Public September 29, 1961, case A6214, and Huntingt noBeach,CA 92648 ks, 2000 Main Street,: June 11 1963 case A24831 for the The AGENCY will deduct 5% retention from all > > , progress payments.The Contractor may substitute City Of Huntington Beach County Of an escrow holder surety of equal value to the retention in accordance with the provisions of the Orange and the State Of California. California Government'Code, Section 4590i The Contractor shall be beneficial owner of'.the surety Attached to this Affidavit is a true and and shall receive any interest thereon. .The AGENCY hereby affirmatively ensures that minority business enterprises will be afforded full complete copy as was printed and opportunity,to submit bids in response to this notice and will not be discriminated.against.on published on the following date(s): the basis of race, color, national origin, ancestry, sex, or religion in any consideration leading to the award of contract: Thursday, June 20, 2013 No bid shall be considered unless it,is prepared on the approved Proposal forms in c 4onformance A hursdays June 27 2013 with the Instructions to Bidders as determined.by the AGENCY.'The bid must,be accompanied by'a. certified check, cashier's check, or bidder's,bond made payable to the AGENCY for an amount no less than.10% of the amount bid.The successful. bidder shall ,be licensed in accordance with provisions of the,Business and Professions Code certify (or declare) under penalty and shall possess,a State Contractor's License Class A at the time of the bid opening. The of perjury that the foregoing is true successful Contractor and his subcontractors will be required to possess business licenses from the AGENCY. and correct. Project Description-. The project consists of the abandonment and demolition of four 'existing sewer lift.stations; and the installation of a new sanitary sewer lift station and force main. The project'also includes the installation of two new gravity sewers, one in Pacific Coast Highway, and Executed on July 3 2013 involve ' e t Warner ' ofcAvenue.bTg project will , involve the restoration of curb• gutter, asphalt paving .landscaping; and removal; restoration of at Los Angeles, California existing public, and private improvements, and related appurtenant work.not mentioned above but required in accordance with the Contract Doc- uments. The Work is located in the. City owned Yacht Club`Parking Lot, -as.well'as.in Warner Avenue and Pacific Coast.Highway'in Huntington Beach,CA. • The contract .shall allow the.Contractor '220 working days to complete the contract. •The engineer's estimate of probable construction cost for the.work included in the basis of award is$6,500,000 Signature a The AGENCY reserves the right to reject any or all bids, to waive any irregularity and to take all bids under advisement for a maximum,period of '60 days. 1BY ORDER.of the CITY.COUNCIL of the CITY OF ,HUNTINGTON BEACH, CALIFORNIA, the 17th day lof September.2012,by Resolution No._2012-65. Attest: Joan L.Flynn ICITY CLERK OF THE CITY OF HUNTINGTON BEACH .Published H.B.Independent June 20,27,2013 City of Huntington Beach 23-Jul-13 Bid Opening 11:00 AM CC 1370, WAGS and Lift Station # C Bidder Bid Amount Bid Amount Corrected — I Charles King Company,Inc. 2 Clarke Contracting Corp. 3 Environmental Construction Inc. 4 Grfco Inc 5 Griffith Company a 6 KEC Engineering 7 Metro Builders&Engineers Group Ltd. 2"71 ©, 1)�l 2`5r, 5 Y q,` f 8 Mike Prlich and Sons inc 9 Minco Construction 10 Mladen Buntich Construction,Co.,Inc. 11 1 Paso Robles Tank,Inc. i 12 Paulus Engineeering It �, 13 RSH Construction 14 STEVE BUBALO CONSTRUCTION COMPANY 15 SULLY MILLER 16 USS Cal Builders,Inc. 17 Vido Artukovich&Son,Inc./Vidmar Inc ' 18 � , - 19 20 21 22 23 24 25 26 27 28 29 30 City of Huntington Beach 23-Ju9-13 Bid Opening 11:00 AM CC 1370, WAGS and Lift Station # C Bidder Bid Amount Bid Amount Corrected 1 Charles King Company,Inc. 2 Clarke Contracting Corp. 3 Environmental Construction Inc. 4 Grfco Inc AA 5 Griffith Company 6 KEC Engineering 7 Metro Builders&Engineers Group Ltd. 8 Mike Prlich and Sons inc 9 Minco Construction 10 Mladen Buntich Construction,Co.,Inc. 11 Paso Robles Tank,Inc. �-- 12 Paulus Engineeering 13 RSH Construction 14 STEVE BUBALO CONSTRUCTIOIN COMPANY 15 SULLY MILLER 16 USS Cal Builders,Inc. 17 Vido Artukovich &Son,Inc./Vidmar Inc 18 19 20 21 22 23 24 25 26 27 28 29 30 UNSUCCESSFUL BIDS CC- 1370 Warner Avenue Gravity Sewer Station City Of Huntington Beach e `er 2000 Main Street ♦ Huntington.Beach, CA 92648 (714) 536-5227 ♦ www.huntingtonbeachca.gov s `�e 77 1909 P�. Office of the City Clerk e Joan L. Flynn, City Clerk September 25, 2013 GRFCO Inc. P. O. Box 7689 Moreno Valley, CA 92552 RE: Warner Avenue Gravity Sewer Station — CC-1370 Enclosed please find your original bid bond for CC-1370. Sincerely, Joan L. Flynn, CMC City Clerk JF:pe enclosure Sister Cities: Anjo, Japan ♦ Waitakere, New Zealand GRFCo INC. RO. Box 7689 'eno Valley, CA City of Huntington Beach 2000 Main Street Huntington Beach, CA 92648 Project: Warner Avenue Gravity Sewer & Lift Station #C (CC No. 1370) Bid Date: July W, 2013 @ 11:00AM 23 SECTION C PER ADDENDUM NO . TWO PROPOSAL for the construction of WARNER AVENUE GRAVITY SEWER AND LIFT STATION#C REPLACEMENT PROJECT on WARNER AVENUE BETWEEN PACIFIC COAST HIGHWAY AND EDGEWATER LANE& PACIFIC COAST HIGHWAY BETWEEN 2ND ST. AND WARNER AVENUE CC No. 1370 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 220 working days, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid,unit prices shall govern over extended amounts, and words shall govern over figures. C-1 BIDDING SCHEDULE THE CITY OF HUNTINGTON BEACH WARNER AVENUE GRAVITY SEWER IMPROVEMENTS PROJECT CC-1370 Bid Estimated Item Description Quantity Unit Unit Price Total Price Per Plans and Specifications, furnish all labor, 1 material and equipment to mobilize, demobilize, 1 LS $ 6� and provide cleanup of construction site: provide all bonds, insurance, and obtain all permits. Comply with the Regulations of the California _ Coastal Commission and State Lands; ��Opo, �s000. 2 implement the mitigation measures contained 1 LS $� $ in the Mitigated Negative Declaration; prevent migration of runoff, soils, debris, and other materials into the Bolsa Chica Wetlands; and maintain compliance throughout the project. S'o,�oo. so®ono Furnish a qualified archaeological, , 3 palentological, and Native American 1 EA $aF: GF. construction monitor, for observing and documenting all excavations conducted during the course of the project. Reset existing survey monument in standard a- pp 4 monument well; file corner record to 3 EA $ Rio° $�f0 perpetuate the monument with a minimum of four tie points per Appendix Q of the Specifications Verify existence of survey monument; reset monument in kind and tagged in standard 2 tii 5 3 EA $ monument well if found;file corner record with � $ a minimum of four tie points per Appendix Q of the Specifications. Per Plans and Specifications, furnish all labor, materials and equipment to Pothole and locate horizontal and vertical positions of all existing &Co,- 6 utilities in the vicinity of the work. Prepare a 1 LS $ p o00,, report and submit it to the City a minimum of four (4) weeks prior to start of construction to allow revisions to current design. C-2 Per Plans and Specifications, furnish all labor, materials, and equipment as required to develop a Construction Traffic Control Plan (to supplement or revise the design provided in the Plans if deemed necessary by the Bidder), prepared by a California Registered Traffic 7 Engineer, for favorable review by the City and 1 LS Apo Caltrans; and implement the plan to provide — public convenience, safety and traffic control; including warning signs, high level warning devices, delineators, regulatory signs, barricades, and recessed trench plate bridging throughout the project. Per Plans and Specifications, furnish all labor, materials, and equipment as required, and develop, design, and implement trench and excavation safety measures, including shoring plans prepared by a California Registered 7000 Structural Engineer, incorporating the / requirements of the dewatering plan and any /,'740,® — 8 additional geotechnical work performed by the 1 LS $ $ Contractor in the shoring plan; and implement the plan to provide trench and excavation safety including sheeting, shoring, and bracing, or equivalent method for the protection of life and limb in trenches, pump station excavation, valve vault excavation, and open excavation; and protection of all adjacent structures in conformance with applicable safety orders. Per Plans and Specifications, develop a Dewatering Plan prepared by a California Registered Geotechnical Engineer, incorporating the requirements of the shoring plan and any additional geotechnical information required and developed by the Contractor; furnish all labor, material, and equipment as required and 9 obtain NPDES permit from the Regional Water 1 LS $ �5p opo, Quality Control Board, well drilling and destruction permits from Orange County Health Department; conduct any field testing required for the design of the dewatering system; implement dewatering; properly remove the dewatering system, including the dewatering and existing and Contractor installed monitoring wells,when it is no longer needed. Per Plans and Specifications, furnish all labor, materials, and equipment necessary, and o 000:" 10 maintain sewer flows throughout the project 1 LS during the entire construction period, including bypass pumping, use of Vactor trucks and all appurtenances necessary. Per Plans and Specifications, furnish all labor, materials, and equipment necessary, and treat $ 11 and dispose of contaminated groundwater, up 1 LS $1 DOD. o00 to 1200 gallons per minute during the groundwater dewatering operation. C-3 Per Plans and Specifications, provide the services of a California Registered Geotechnical Engineer with experience in all elements of the project, and provide all services related to designing, conducting all necessary 30 dpD� 12 testing needed for design, and providing 1 LS $ $ recommendations to the Contractor for and during the construction of the dewatering system including dewatering and monitoring wells, foundation work, design of the flowable fill material (controlled low strength material), and all other appurtenant work. CONSTRUCTION OF CITY OF HUNTINGTON BEACH SEWER-LIFT STATION B TO MANHOLE NOA AT PCH AND WARNER AVENUE,AND LATERALS A AND C Per Plans and Specifications, furnish all labor, materials, and equipment necessary, and clear, grub, and strip the area of the City of Huntington Beach Lift Station B and Lateral A 13 and C, sites, and legally dispose of all removed 1 LS materials, including all landscaping, asphalt �- concrete and Portland cement concrete paving, curb, gutter, sidewalk, conduits, wires, irrigation piping, pull boxes, and all appurtenant work Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 14 construct 15-inch diameter extra strength 538 LF $J $Vitrified Clay Pipe (VCP) sewer from BAH No.1 (q01 60o to MH No.4, and all appurtenances per City Std. Plan 502. Per Plans and Specifications, furnish all labor, material and equipment necessary, and construct 15 4-foot diameter sewer manhole over existing 1 $1Spo�_ $ sewer, with 125 mil Sancon 100 coating on all —1— 15,o 00. interior surfaces, including base per City Std. Plan 504 and 505, maintain sewer flows. Per Plans and Specifications, furnish all labor, materials and equipment necessary to construct sue— $ 16 4-foot diameter sewer manhole with 125 mil 2 EA Sancon 100 coating on all interior surfaces, including base, per City Std. Plan 504 and 505. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and remove existing 4-foot diameter manhole and base; construct new 4-foot diameter sewer manhole Dac7 $ 17 with 125 mil Sancon 100 coating on all interior 2 EA $2 1 C o0A surfaces, including base per City Std. Plan 504 and 505; maintain sewer flows; replace curb, gutter and all other improvements damaged to nearest joint C-4 Per Plans and Specifications, furnish all labor, materials and equipment necessary, and o/ 18 construct 6-inch diameter extra strength VCP 65 LF sewer(Laterals A and C), and all appurtenances per City Std. Plan 502. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and remove _ 19 and dispose of existing sewer manhole and 1 $ �o°O• $ base to 7 feet below existing grade minimum, _ backfill remaining structure and excavation with low strength slurry mix. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 20 abandon existing 10-inch VCP sewer line in 650 LF $ 2O $ place between Lift Station B and south of 13 Warner Avenue centerline; and fill with low strength slurry mix. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and remove and replace 355 feet of existing stamped , . 21 concrete median along Pacific Coast Highway 1 LS $ 50,000 north of Warner Avenue; protect existing traffic signal pole, pull boxes, conduits and wires in lace. Per Plans and Specifications, furnish all labor, 22 materials, and equipment necessary, and remove 529 CY $ SZ) $ O• contaminated soil from excavations and 26 5 dispose of properly. CONSTRUCTION OF SUNSET BEACH SANITARY DISTRICT SEWER IMPROVEMENTS SUNSET BEACH SANITARY DISTRICT LIFT STATION TO MANHOLE No.4 AT PACIFIC COAST HIGHWAY AND WARNER AVENUE Per Plans and Specifications, furnish all labor, materials, equipment necessary, and clear, grub, and strip the area of the Sunset Beach Sanitary District Lift Station site, and legally 23 dispose of all removed materials, including all 1 LS $t4�0' 5�DDo, landscaping, asphalt concrete and Portland cement concrete paving, curb, gutter, sidewalk, conduits, wires, irrigation piping, pull boxes, controls, and all appurtenant work. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct 10-inch diameter extra strength VCP ppa'� 24 Sunset Beach Sanitary District sewer (Lateral 227 LF $� 2�• 000 B), per City Std. Plan 502 and as noted on the plans. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct 22 feet of 6-inch diameter AWWA 25 C900 DR14 PVC Sunset Beach Sanitary 1 LS District sewer per City Std. Plan 502; 6-inch - - PVC Wye, cleanout, connection to existing forcemain, and all appurtenances C-5 Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct 4-foot diameter sewer manhole over o 26 existing sewer with 125 mil Sancon 100 coating 1 EA $ '<1°o 1�aoo, on all interior surfaces, including base, per City Std. Plan 504 and 505, with SBSD manhole cover; maintain sewer flows Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct 5-foot diameter sewer manhole o 27 (Metering Manhole) with 125 mil Sancon 100 1 EA $2� o coating on all interior surfaces, including base per 2• � o ' City Std. Plan 504 and 505, with SBSD manhole cover. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 28 construct 4-foot diameter sewer manhole with 1 EA 125 mil Sancon 100 coating on all interior surfaces, including base per City Std. Plan 504 and 505,with SBSD manhole cover. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and _ 29 construct 2-inch diameter Schedule 80 PVC 1 LS $��� $ a, conduit with pull rope from Metering Manhole to new pullbox behind curb; intercept existing conduit, and wires. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 30 abandon 340 feet of existing 6-inch sewer 1 LS $���� $ o forcemain located upstream and downstream o o° of SBSD Lift Station in place and fill with low strength slurry mix. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and demolish existing Sunset Beach Sanitary District Lift Station, including removal of all equipment within the existing Lift Station, cleaning of the wet well, removal of the top 5 feet of theCr'o" $ 31 structure, backfilling of remaining dry well, wet 1 LS well, and access structures with Class 100-E-100 slurry, filling of the abandoned 10-inch VCP sewer with low strength slurry mix, backfilling of the top 5-feet with approved materials; removal of all curb, gutter, sidewalk; asphalt concrete paving, and all appurtenant work. Per Plans and Specifications furnish all labor, materials and equipment necessary, and replace 32 all curb, gutter, crossgutters, sidewalk, and 1 LS $,n" S pDo asphalt concrete paving, and all appurtenant work at the Sunset Beach Sanitary District Lift Station site per City's approval. C-6 CONSTRUCTION OF SEWER FROM MANHOLE NOA AT PCH AND WARNER AVENUE TO NEW LIFT STATION C INCLUDING LATERALS D,E,AND F Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 33 construct 15-inch diameter extra strength VCP 367 LF $d o(Y-1' 6 Qoo sewer from Manhole No.4 to new Lift Station C, per City Std. Plan 502. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 34 construct 5-foot diameter sewer manhole with 4 $`S ooa $ O. 125 mil Sancon 100 coating on all interior —L 60� surfaces, including base per City Std. Plan 504 and 505, Per Plans and Specifications, furnish all labor, 35 materials and equipment necessary, and 1 LS $j c $o, construct sewer lateral; connect to existing ��T lateral per City Std. Plan 507. Per Plans and Specifications, furnish all labor, 36 materials and equipment necessary, and 56 LF $ construct 6-inch diameter extra strength VCP or60 sewer(Lateral D), per City Std. Plan 502. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and remove existing 4-foot diameter manhole and base at 37 the beginning of Lateral D; construct 4-foot 1 $�°� $ a — diameter sewer manhole with 125 mil Sancon 00 . 100 coating on all interior surfaces, including base per City Std. Plan 504 and 505; maintain sewer flows. Per Plans and Specifications, furnish all labor, material and equipment necessary, and construct 38 10-inch diameter extra strength VCP sewer 131 LF $l�`�• 000 (Lateral E) and all appurtenances, per City Std. Plan 502. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and remove existing 4-foot diameter manhole and base at the beginning of Lateral E; construct 4-foot 39 diameter sewer manhole with 125 mil Sancon 1 $Z $$ 100 coating on all interior surfaces, including base per City Std. Plan 504 and 505; maintain sewer slows; install and maintain BMPs 15 feet beyond work area to prevent migration of runoff and soils into the Bolsa Chica Wetlands. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 40 construct 8-inch diameter extra strength VCP 149 LF $60p0✓ $ sewer (Lateral F), per City Std. Plan 502, and °' all appurtenances including the 8-inch Schedule 80 PVC drop pipe in the wet well. C-7 Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 41 construct 4-foot diameter sewer manhole along 3 EA $'6�o y5$ o- Lateral F, with 125 mil Sancon 100 coating on all --�'- interior surfaces, including base per City Std. Plan 504 and 505. Per Plans and Specifications, furnish all labor, 42 materials, and equipment necessary, and remove 2,980 CY $50. Iq$ocK? contaminated soil from excavations and 91 dispose of properly. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and abandon existing 12 -inch VCP sewer in 510 LF $�-�� p Z 43 oo,— Warner Avenue between PCH and existing Lift �— Station C in-place and fill with low strength slurry mix. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and abandon existing 8 -inch VCP sewer across $ 44 Warner Avenue between Warner Avenue Fire 110 LF $ 2 200' Station lateral and existing 12-inch sewer in Warner Avenue, and fill with low strength slurry mix. CONSTRUCTION OF SEWER FORCEMAtN AND GRAVITY SEWER FROM NEW LIFT STATION C TO EDGEWATER LANE Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct 12-inch diameter 40 mil ceramic epoxy lined Class 350 Ductile Iron sewer ?00 $ 45 forcemain pipe from new Lift Station C Valve 474 LF $ Sou Vault to Warner Avenue Bridge, including the double ball flexible expansion joint and insulating flange on the west side of the Bridge, per City Std. Plan 606. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct 12-inch diameter Schedule 40 46 Stainless Steel sewer forcemain pipe (all joints 101 LF $� a welded), including pipe support brackets, roller supports, all appurtenances and Welder Inspection.. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct 12-inch diameter AWWA C900 DR14 34000, 3a$ 47 PVC sewer forcemain pipe between the 12" 1 LS $ stainless steel forcemain and Manhole No.8, including the double ball flexible expansion joint, fittings, drop manhole connection, concrete encasement, and all appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and gyp° $ 48 construct 2" sewer airlvacuum, including 2" 316 1 EA $�2j__ Z� loos. stainless steel pipe, supports, and all appurtenances to Sewer Manhole No. 8. C-8 Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 49 construct 12-inch forcemain cleanout, including 5 $ EA 12"wye, eccentric plug valve, valve can assemby, 2 $ ceramic epoxy lined Class 53 ductile iron piping, manhole, and all appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 101000•— $ 50 construct anode test station with five (6) 48-lb 1 LS $ lot000 magnesium anodes, test box, and all appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 51 construct anode test station with two (2) 48-lb 1 LS $��� y,oo. magnesium anodes (one on each forcemain), test box, and all appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and OO— $ 52 construct anode test station with one (1) 48-lb 1 LS $25 ` o — magnesium anode, test box, and all appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 53 construct buried insulating flange test box per 1 LS Huntington Beach Std. Plan 634, and all appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct 15-inch diameter extra strength VCP 54 sewer from Manhole No.8 on the east side of 2101 LF $ rp0� Warner Avenue Bridge to existing 6-foot diameter Manhole south of Edgewater Lane per City Std. Plan 502. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and So 55 construct 4-foot diameter sewer drop manhole 1 EA $ 510,000 with 125 mil Sancon 100 coating on all interior surfaces, including base per City Std. Plan. 504 and 505. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and $ 56 construct 4-foot diameter sewer manhole with 4 EA $/� o 000. 125 mil Sancon 100 coating on all interior �--- surfaces, including base per City Std. Plan. 504 and 505. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 57 construct 4-foot diameter sewer manhole over 1 EA $20 o o©o, existing sewer, with 125 mil Sancon 100 coating +--- on all interior surfaces, including base per City Std. Plan 504 and 505; maintain sewer flows. C-9 Per Plans and Specifications, furnish all labor, materials and equipment necessary, and remove existing manhole and base to minimum 1-foot 0 58 below proposed manhole; construct 4-foot 1 $�jc;00 O diameter sewer manhole with 125 mil Sancon --��__--!!-- 2T00 100 coating on all interior surfaces, including base per City Std. Plan 504 and 505; maintain sewer flows. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 59 construct 5-foot diameter sewer manhole with 1 EA $�0. 125 mil Sancon 100 coating on all interior ?SE surfaces, including base per City Std. Plan. 504 and 505. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 60 construct temporary connection of existing 8- 1 LS $ � inch AC forcemain to Sewer Manhole No.8; remove when no longer needed. Per Plans and Specifications furnish all labor, materials and equipment necessary, and remove jot 00".- 61 existing 8-inch sewer forcemain on the north 1 LS $ 40,ool. side of the Warner Avenue Bridge, including all appurtenant work. Per Plans and Specifications furnish all labor, 62 materials and equipment necessary, and $ abandon existing 8-inch AC sewer forcemain 312 LF $?P (� 2, O. in place and fill with low strength slurry mix. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and abandon existing 12 -inch VCP sewer in 63 Warner Avenue between the east side of 1018 LF $�_ p$ Warner Avenue Bridge and east of Sceptre 7 (p, ', Lane, including the 8-inch sewer south of Manhole No. 12, and fill with low strength slurry mix. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and abandon existing 15 -inch VCP sewer in 64 Warner Avenue between the east side of 1145 LF $2a Z�$C(oc Sceptre Lane and Edgewater Lane, including i two short reaches of 15-inch and one reach of 8-inch sewer north of abondoned Lift Station D,and fill with low strength slurry mix. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 65 abandon existing 24 -inch VCP sewer in 1948 LF i10�pv Warner Avenue between the east side of �1-- Warner Avenue Bridge and Edgewater Lane and fill with low strength slurry mix. C-10 Per Plans and Specifications, furnish all labor, materials and equipment necessary, and remove and dispose of sewer manhole on existing 12- inch and 15-inch VCP sewers between east of 66 Warner Avenue Bridge and abandoned Lift 8 EA $ 6 000, station D, including one north of the lift station, to 7 feet below existing grade minimum, backfill remaining structure and excavation with low strength slurry mix. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and remove 67 and dispose of sewer manhole on existing 24- 2 EA $3� $ inch VCP sewer to 7 feet below existing grade -''�-- .�{°CU. minimum, backfill remaining structure and excavation with a low strength slurry mix. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and remove 68 and dispose of sewer manhole on existing 24- 1 EA $ 000, $D Go, inch VCP sewer to minimum 1-foot below proposed sewer, backfill remaining structure and excavation with a low strength slurry mix. Per Plans and Specifications, furnish all labor, materials, and equipment necessary, and remove 0 $ 69 contaminated soil from excavations between 845 CY $ 2 l new Lift Station C and Edgewater Lane, and dispose of properly NEW LIFT STATION"C"CONSTRUCTION Per Plans and Specifications, furnish all labor, materials, equipment necessary, and remove five (5) Mexican Fan Palms, store and maintain them viably, and transplant them at the end of the project; clear, grub, and strip the new Lift Station C site, and legally dispose 1 LSj o$oo�, 70 of all removed materials, including all landscaping, asphalt concrete and Portland cement concrete paving, curb, gutter, sidewalk, masonry block wall, stamped concrete paving, conduits, wires, irrigation piping, pull boxes, Portland concrete swales, and all appurtenant work. Per Plans and Specifications, furnish all labor, materials, equipment necessary, coordinate with ©,GcI�.— $ 71 Verizon and construct 4-inch Schedule 80 PVC 1 LS $ p o0d, conduit with pull rope, and pull boxes to relocate existing Verizon conduit and wires Per Plans and Specifications, Furnish all labor, materials and equipment necessary and install 30 Z ZoDpo feet long, 10 feet wide, 21.5 feet deep (inside _ �• dimensions) reinforced concrete,T-Lock lined 72 wet well with H-20 rated 316 stainless steel 1 LS $ access hatch; concrete fillet with 125 mil Sancon 100 coating system; coating of exterior surfaces with minimum 16 mil coal tar epoxy; and all appurtenances. C-11 Per Plans and Specifications, furnish all labor, materials and equipment necessary and install 16 ft long, 10 ft wide, and 8 ft deep (inside dimensions) reinforced concrete valve vault, 73 including shoring, excavation, dewatering, coating 1 LS $ the exterior surfaces with minimum 16-mil coal tar 6. • epoxy, backfill, H-20 rated aluminum 4-door access hatch, 316 stainless steel ladders, sump, and all appurtenances. Per Plans and Specifications, Furnish all labor, materials and equipment necessary and Install Wet Well Mechanical Equipment, including 40 HP, 1200 gpm recessed impeller slide-rail submersible pumps and motors; 316 stainless steel 6"x12" fastout discharge elbows; 12-inch 74 316 stainless steel discharge piping within the wet 1 LS well and through the wet well wall, fittings and support brackets; 316 stainless steel slide-rail system, guide brackets, lifting cables and bails; 316 stainless steel cable racks, submersible pressure level transducers; float switch; and all appurtenances. Per Plans and Specifications, Furnish all labor, materials and equipment necessary and Install Valve Vault Mechanical Equipment, including _ pipe, fittings, couplings, and insulating flanges; oCe. $ 75 valves; magnetic flow meter, pressure sensor with 1 LS transmitter, 316 stainless steel pipe supports, bypass connection; sump drip system, discharge piping and valves to wet well; and all appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary and construct discharge piping between the wet well and valve ? $ 76 vault, including buried insulating flange kits; 1 LS double ball force balanced flexible expansion joints; 40 mil ceramic epoxy lined Class 53 ductile iron pipe, and all appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary and construct 1-inch water service from the 14-inch AC pipe in Warner Avenue per City of Huntington Beach Std. Plan 602, including hot tapping of the 14-inch ^ $ ,_ 77 pipe; wrapped 1-inch Type K copper tubing; 1 LS $ 7 po p® meter, reduced pressure principle backflow �7-- preventer in stainless steel protective cage; Type K copper piping to the valve vault, quick connect assembly, and hose bib near the wet well; and all appurtenances. C-12 Per Plans and Specifications, furnish all labor, materials, equipment necessary to coordinate with SCE and construct 5-inch conduit with pull rope from existing transformer near the Warner Avenue Fire Station to the existing transformer at the EVA Platform Booster 78 Pump Station site; coordinate replacement of 1 LS existing transformer with a larger one; '�--- construct 8x6 transformer pad; construct 5- inch conduit with pull rope from the transformaer to SCE meter pedastal; construct meter pedestal and bollards, and all appurtenant work. Per Plans and Specifications, furnish all labor, materials and equipment necessary to coordinate moo $ 79 LS with Verizon, and construct permanent telephone 1 service for the project. Per Plans and Specifications, furnish all labor, materials and equipment necessary to coordinate $ 80 with Southern California Gas Company, and 1 LS $ construct permanent natural gas service for the project. Per Plans and Specifications, furnish all labor, materials and equipment necessary to coordinate 81 with DCOR, and relocate the EVA Platform 1 LS $50,000 $50,000 Booster Pump Station's 4-inch diameter discharge pipe(Allowance No.1). Per Plans and Specifications, furnish all labor, materials and equipment necessary and Install Electrical Equipment; including grounding o00 $ system, conduits, wires, cables, pull boxes, hand 1 LS o 000 82 holes, junction boxes, pads, receptacles, — switches, lights, manual transfer switch, instruments, intrusion alarms, and appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary and install electrical enclosure and equipment; including /oocoo $ 83 316 stainless steel NEMA 3R enclosure, 1 LS $= 100, 00 integrated pump control panel, RTU cabinet with PLC, solid state starters with bypass contactors, automatic transfer switch, and all appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and design 84 and install 25.5-foot long and 5-foot wide pre- 1 LS $Z j v engineered aluminum canopy, including posts,foundation; and all appurtenances. C-13 Per Plans and Specifications, Furnish all labor, materials and equipment necessary and install 125 kW natural gas and propane dual fuel emergency generator set in a sound o attenuated aluminum enclosure, including all l�oi $ 85 conduits, wires, pipes, controls, and all 1 LS $ rCIOI pop appurtenances; demonstrate proper operation with each fuel during the testing of the pump station to full satisfaction of the City of Huntington Beach. Per Plans and Specifications, Furnish all labor, materials and equipment necessary and install 86 propane tank and all appurtenances; fill the 1 LA $ $ tank with propane, demonstrate proper �'-- operation during the testing of the pump station to full satisfaction of the City of Huntington Beach. Per Plans and Specifications furnish all labor, materials and equipment necessary, and replace landscape, irrigation water lines, conduits, wires, controllers, asphalt concrete and Portland cement concrete paving, stamped � 87 concrete paving, reinforced concrete swales, 1 LS $ r 2 $ ao0 sidewalk, curb, gutter,cross gutter, reinforced concrete masonry pilaster, and all other improvements removed or damaged by the construction at and around the new Lift Station C site per Cit 's approval. Per Plans and Specifications, furnish all labor, 88 material and equipment necessary, and conduct 1 LS �$®� a pp V lift station start up and testing to full — satisfaction of the City of Huntington Beach. Per Plans and Specifications, furnish all labor, 89 materials, and equipment necessary, and remove 1,439 CY $�� -71��0 contaminated soil from wet well and valve vault excavations,and dispose of properly Bid allowance for furnishing all labor, material, and equipment for the design and construction of 90 a sound wall along the frontage of Warner 1 LS $30,000 $30,000 Avenue at the proposed Lift Station "C" Site. (Allowance No. 2) C-14 DEMOLITION OF EXISTING LIFT STATIONS"B","C",AND"D" Per Plans and Specifications, furnish all labor, materials and equipment necessary, and demolish existing City of Huntington Beach Lift Station "B", including removal, handling, and proper disposal of lead-based paint; removal and proper disposal of all equipment within the existing Lift Station; coordinating removal of SCE service meter, main disconnect, and manual *01000 91 transfer switch, and delivery of salvaged 1 LS $ 000 equipment to City Yard; cleaning of the wet well; removal of the top slab and 1 to 5-feet of the structure walls; backfilling of remaining dry well, wet well, and access structures with Class 100-E- 100 slurry; filling of the abandoned 10-inch VCP sewer between Manhole No.1 and Lift Station B with low strength slurry mix; backfilling of the top 5-feet with approved materials; and all appurtenant work. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and demolish existing City of Huntington Beach Lift Station "C", including removal, handling, and proper disposal of lead-based paint; removal and proper disposal of all equipment within the existing Lift Station; coordinating removal of SCE 92 service meter, main disconnect, and manual 1 LS $ $pO transfer switch, and delivery of salvaged equipment to City Yard; cleaning of the wet well; removal of the top 5-feet of the structures; backfilling of remaining dry well, wet well, 30" RCP, and access structures with Class 100-E-100 slurry; backfilling of the top 5-feet with approved materials; protecting existing wetlands; and all appurtenant work. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and demolish existing City of Huntington Beach abandoned Lift Station "D", including removal, handling, and proper disposal of lead-based paint; removal and proper disposal of all equipment within the existing Lift Station; coordinating removal of SCE service meter, main disconnect, and manual transfer switch, and delivery of i $ 93 salvaged equipment to City Yard; cleaning of the 1 LS $ coo 000 wet well; removal of the top 5-feet of the structure; backfilling of remaining dry well, wet well, access structures with Class 100-E-100 slurry; filling of abandoned approximately 10 feet of 15-inch VCP sewer, 6 feet of 8-inch VCP sewer, and 450 feet of 12-inch ACP forcemain with low strength slurry mix; backfilling of the top 5-feet with approved materials; protecting existing wetlands; and all appurtenant work.. C-15 Per Plans and Specifications furnish all labor, materials and equipment necessary, and replace landscape, irrigation water lines, and $0)ax O �o$ 94 LS street and sidewalk paving at demolition sites 1 (Lift Station B, Lift Station C, and abandoned Lift Station D), per City's approval. ADDITIONAL BID ITEMS Per Plans and Specifications, furnish One (1) �d6 95 Spare 40 HP, 1200 gpm Factory Tested 1 LS $5' $ o Recessed Impeller Pump, Motor, and 75 feet of cables; deliver to the City Yard. Per Plans and Specifications furnish all labor, materials and equipment necessary, and replace sidewalks, curbs, gutters, cross gutters, and 'j'O bb4 96 other improvements removed for construction 1 LS $ odQ of the project along Pacific Coast Highway and Warner Avenue per City and Caltrans approval. Per Plan and Specifications furnish all labor, materials and equipment necessary, and replace street striping, street markers, signs, and 97 traffic detector loops, and all other 1 LS �p$poo improvements removed and damaged by the �— project construction of the project along Pacific Coast Highway and Warner Avenue in kind, per City and Caltrans approval. Per Plans and Specifications furnish all labor, materials and equipment necessary, and black 98 aggregate slurry seal and re-stripe the entire 1 LS $( i! $000 length of Warner Avenue from Pacific Coast — Highway to Brighwater Drive per City's approval. Per Plans and Specifications, if directed by the CITY, furnish all labor, materials, and equipment 99 necessary, and remove one (1) foot of unsuitable 1470 TON $�'D•� $ o material at the bottom of pipeline trenches, and install%-inch rock wrapped in geotextile. C-16 TOTAL BID ITEMS 1 THRU 99 FOR WAGS IMPROVEMENTPROJECT �3/ 63p SSA TOTAL BID ITEMS 1 THRU 99 �� .���N Total Amount of Base Bid in Writing: ` Basis of award of this Project � �l/ J1Va,CgA., IC'jve 1'c Alternative Bid Items Per Plans and Specifications, furnish all labor, materials, and equipment necessary, and Treat A and Dispose of Contaminated Groundwater, at a 1 LS $ /OOD $ rate of more than 500 gallons per minute up to Ga 800 gallons per minute during the entire groundwater dewatering operation Per Plans and Specifications, furnish all labor, materials, and equipment necessary, and Treat B and Dispose of Contaminated Groundwater, at a 1 LS $ Opp o®o• rate of more than 800 gallons per minute up to �- 1,200 gallons per minute during the entire groundwater dewatering operation. C-17 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 [>c0es's $wwf in the amount of$ /G'�t 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 Date Received Bidder's Signature No. 7—i5-i3 C-1 S LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid or $10,000, whichever is greater, and the portion of the work to be done by such subcontractor. Bid Name and Address of Subcontractor State Class Dollar % of Item(s) License Amount Contract Number 7f,73,7t� IfIt z8'1-IL- �a/V G�� EN�� 731 797 �33 6 o.3% zG Pee Evc,►/GOIJe �ZS 68'z 16,voa. - . oo I �Z O8' A; J 70,0oo.- .017/. B�Cn. G,4 �g )Zoy Allew S 5( 3`7Z 79& 100,000. I .. O S 'kf' 2 CA geisw r r,44iA '¢,rrccia df lyd'4Gb,— . 00zf% eW41 V C 9 romp ill eA g43sS7 A GF 6 Gf_ ,geo ce// sales i otis 3£t o,s-3 3 p oo�s . 003% By submission ooettii'spr posal,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. �f. C '�� 7i✓,voo. - e o.3 73 ,lees+ode � C-19 7 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on 7- C-r3, at P-e-t- s 14:�f Date City State being first duly sworn, deposes and says that he or she is of GRFCO,INC. 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. CO,INC. Name of Bi er w Signat4e of Bidder G-RFC05 INC. p;g,Box 7689 Vglej,CA 92552 Address of Bidder C-20 CALIFORNIA ALB.-PURPOSE ACKNOWLE®GMEmir State of California County of Riverside On 5u t 6 2� before me, Leon Lopez,Notary Public Date' Here Insert Name and TWe of the Officer personally appeared FRo sT Names)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person() whose name(s) ish"e, subscribed to the within instrument and acknowledged to me that he/shM,hW executed the same in his/hex{tiaeix authorized capacity(ies), and that by his/IaeFAIR if signature(4 on the Instrument the person(*, or the entity upon behalf of which the person*acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws LEON NORIEGA LOPEZ of the State of California that the foregoing paragraph is COMM.#1907501 true and correct. cc NOTARY PUBLIC•CALIFORNIA LO RIVERSIDE COUNTY WITNESS my hand an ff t seal. My Comm.Expires Oct.9,2014 Signature No Public Notary Seal Above - OPTIONAL ----- Though the information below is not required by taw,it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: T — Signer(s)Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: C-15 o XQr2 F X0-Sr Signer's Name: ❑ Individual 0Individual M Corporate Officer—Title(s): Presldent&Secretary p Corporate Officer--Title(s):_ Partner—O Limited ❑General _ C Partner—❑ Limited ❑General ❑ Attorney in Fact • ❑Attorney in Fact Top of thumb here :❑ Trustee Top of thumb hen ❑Trustee Guardian or Conservator L_Guardian or Conservator Other: ❑Other: — Signer is Representing: Signer Is Representing: C—R Fcc 7CNC . — S 2007 National Notary Association•9350 De Soto Ave,.P.O.Box 2402•Chatsworth,CA 91313.2402•wwv(.NationalNotaryorg Item#5907 Reorder.Catl Toll-Free 148)0.876-6827 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 WARNER AVENUE GRAVITY SEWER AND LIFT STATION# C REPLACEMENT PROJECT CC 1370, (I)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows: "Qualified Person: A person who, by reason of experience or instruction, is familiar with the operation to be performed and the hazards involved." The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal-OSHA requirements. The undersigned further promises and agrees that the provisions herein shall be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein. ,/,_`*CO,INC. Contractor By Title Date: :Z66 3 C-21 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 U No If the answer is yes, explain the circumstances in the space provided. 5c LA- c✓as d-e 6 ol-t r-epe Lo' "o.'t- o(u f o c v0 o/a y, -ei /ate o r C-22 Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever received a citation of any kind from any of the State of California's nine Regional Water Quality Control Boards? ❑ Yes UrNo 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-23 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. �MFO,INC. ontractor i By Title - Date: 7 /6 i3 C-24 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: GRFCO, INC. Bidder Name P.O.Box 7689 Moreno Valley,CA 92552 Business Address City, State Zip (Cr5► ) 65 -7— -7 Telephone Number ;?,7i013 1-4 State Contractor's License No. and Class Original Date Issued ^7 3( Expiration to The work site was inspected by �. Fr d 5 t- of our office on 7 �513 ,2013 The following are persons, firms, and corporations having a principal interest in this proposal: GRFCO,INC. C-25 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 specifi on set forth. GRFO INC. Company Nam Signatu of Bidder - - Pis,e Printed or Typed ignature Subscribed and sworn to before me this /6 day of '7' 203. LEOiJ NORIEGA LOPEZ COMM. #1907501 � NOTARY PUBLIC-CALIFORNIA RIVERSIDE COUNTY NOTARY PUBLIC _,- My Comm.Expires Oct.9,2014 r a„ B NOTARY SEAL Bidder's Project History For the purposes of this project, the bidder shall provide project history of similar work, specifically referencing the construction of sanitary sewer lift stations of similar size, project work within an area containing high ground water and pipeline construction in high ground water regions with trench depths of 18-feet to the invert. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein. Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past five years: 1. t G"t— Name and Address of Public Agency A Name and Telephone No. of Project Manager: $2J(p 2 75 e� ?,or3 Contract Amount Type of Work Date Completed Provide project description: jl`tg-7 ®� �5 �� VC- 2C.9 vF C-26 2. PGA Name add Address of Public Agency Name and Telephone No. of Project Manager: Qt CX Qy�� G—'°'� ��627570 23.?-9 ": 43 C2 ao &J S-e, 2-bIZ- Contract Amount Type of Work Date eompleted Provide project description: /3 2 S' Q�- �S VC /8 Vic-) w�`f-k Name and Address of Public Agency Name and Telephone No. of Project Manager: 14-A-6r 1 Contract Amount Type of Work Date Completed Provide project description: C-27 Bidder's Critical Staff Listed below are the names of the bidders proposed Construction Project Manager, and Superintendent. For each of these critical positions, please list at least three projects for which the critical staff has performed similar work within the last five years. These projects do not have to be under the employment of the bidder of this project. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein. cc S c g--� Name of proposed Project Manager Telephone No. of proposed Project Manager: (7 i L1) �-P a V n Ot P---�- l-- Project Name& Contract Amount Type of Work Date Completed Project Name& Contract Amount Type of Work Date Completed Project Name & Contract Amount Type of Work Date Completed 2. Name of proposed Superintendent Telephone No. of proposed Superintendent: r 16 9c� �f3 gG Project Name& Contract Amount . Type of Work Date Completed Project Name&Contract Amount Type of Work Date Completed Project Name &Contract Amount Type of Work Date Completed C-28 I Rev 5/21/13 I GRFCO, INC_ Contract References George Frost,President(for SCU Projects) Jim Jackson,Project Manager(for GJC Projects) i Los Angeles County Sanitation District, $2,128,000 "Union Street Trunk Sewer" Contact: Mr. Ted Brodeur(310)' 701-4935 Start: Jun `13 - Complete: In Progress Project Summary: lack and Open Cut 993' of 18"VCP, Manholes, Gas Probe Relocation i County of San Diego, $1,557,768 "Trunk D Sewer" Contact: Mr. Ted K:autzman (858) 805-1200 Start: May '13 - Complete: In Progress Project Summary: Jack and Open Cut 2225' of 18"VCP, Manholes, Paving Los.Angeles ingeles County Sanitation District, $551,000 "PHL Drainage Improvements" Contact: Mr. Kurt Greeb (310) 710-1663 Start: Apr `13 - Complete: In Progress Project Summary: 700' of 42"HDPE Pipe, 1516' of trapezoid channels, structures City of Fullerton, $259,660 "Euclid Sewer Replacement" Contact: Mr. Pete Acosta(714) 732-9060 Start: Feb `13 - Complete: Mar '13 (on time) Project Summary: 1300' of 10"VCP, Manholes, Paving Projects Contracted By: Garcia Juarez Construction, Inc. Otay Water District, $2,316,275 "Avocado Sewer Replacement" Contact: Mr. Paul Mochel (858)',444-6804 Start: Feb '12 - Complete: May '13 (on time) Project Summary: 4487' of 15"& 8" PVC, By-pass Pumping, Diversion Vault Los Angeles County Dept. of Public Works, $449,205 "San Gabriel River Bicycle Trail" Contact: Mr. Pirquz Bozorgnia 1(626) 407-1644 Start: Oct `12 - Complete: Feb `13 (on time) Project Summary: Remove & Replace 5100' of Bike Path, Concrete Structures, SWPPP (QSP) City of Brea, $1,053,463 "Master Plan Sewer" Contact: Mr. Jim Sotelo (310) 270-3174 Start: July'12 - Complete: Dee '12 (on time) Project Summary: 1.584' of 18" VCP, Pipebursting, PVC, Manholes, R&R Channel Yorba Linda Water District, $1,, 80,915 "Yorba Linda Waterline" Contact: Mr. Bill McCue (714) 448-0156 Start: May '12 - Complete: Nov'12 (on time) Project Summary: _`>170' of 20" DIP, Valves, Paving Los Angeles County Dept. of Public Works, $154,001 `Buelah Circle Drainage" Contact: Mr. Frank Olivas (626) 607-7590 Start: Aug 'l2 - Complete: Sep 'l2 (on time) Project Summary: Place two 70VF Wells, Catch Basins, RCP Los Angeles County Dept. of Public Works, $215,850 "Canyonside Slope Repair" Contact: Mr. Dary Hamilton (626) 607-7430 Start: May '12 - Complete: May'12 (on time) Project Summary.: Reinforce 3300' sf of canyon wall, shotcrete Rev 5/21/13 Lon€;Beach Water Department,!$436,314 "28th Street Sewer" Contact: Mr. Rick Robillard (562) 570-2326 Start: Mar'12 - Complete: May'12 (on time) Project Summary: 1325' of 15" yVCP, Manholes, Paving Los.Angeles County Dept. of Public Works, $333,015 "Edgeridge Retaining Wall" Contact: Mr. Sohrab Agahi (626) 786-5809 Start: Jan'12 - Complete: Mar'12 (on time) Project Summary: Construct 153 LF Retaining Wall, Drive Soldier Piles i City of Inglewood, $121,616 "Storm Drain Improvements" Contact: Mr. Anthony Watson(310)412-5189 Start: Jan '12 - Complete: Feb '12 (on time) Project Summary:Numerous Storm Drain Point Repairs County of Orange, $832,314 "Lewis Channel" Contact: Mr. Kevin Oxford (714) 448-6622 Start: Oct"I I - Complete: Mar'12 (on time) Project Summary: Place 679' ofi9' X T RCB, Flap Gates, Fencing Los Angeles County Department of Public Works, $185,137 "226th Street Bridge" Contact: Mr. Jimmy Shadab (3 lb) 467-6181 Start:Nov'I I - Complete: Jan'12 (on time) Project Summary: Demolition of 240' foot bridge, AC Paving i City of Huntington Beach, $160,243 "Water Main Extensions" Contact: Mr. Eric Charlonee (71 4) 536-5430 Start: Sep '11 - Complete: Dec'11 (on time) Project Summary: Three Extensions of 12" and 8" PVC, Fire Hydrant, Services City of Huntington Beach, $269,076 "Beach Blvd. Waterlines" Contact: Mr. Duane Wentworth] (714) 536-5517 Start: Sep '11 - Complete: Nov'11 (on time) Project Summary: 1150' of 12" PVC Waterline, Air Vac, Siphon ! City of Santa Ana, $1,239,559 I "Santa ClaraWater/Sewer" Contact: Mr. Orlando Garcia(714) 615-0882 Start: Jun `I 1 - Complete: Feb '12 (on time) Project Summary: 3180' of 16"jDI, 225' of 8"PVC, Fire Hydrant, Services i City of Fountain!Valley, $1,20219027 "Year Two Sewer Improvements" Contact: Mr. Aaron Franklin (7114) 319-2822 Start: Jun'11 - Complete: Nov'11 (on time) Project Summary: 3164' of 15"! 8" VCP, Paving, CIPP City of Manhattan Beach, $112,666 "Sewer Main Rehab" Contact: Mr. Gil!Gamboa(310)I1I802-5356 Start: Aug '11 - Complete: Dec'11 (on time) Project Summary: 22 Sewer Point Repairs, Paving, Flat Work i City of Westminster, $132,194 ! "Brooklawn Drive Storm Drain" Contact: Mr. Tuan:Pham (714)�412-2554 Start: May'11 - Complete: Aug'11 (on time) Project Summary: 2.00' of 36" RCP, Water Siphones, Paving I i i I i i Rev 5/21/13 City of Pasadena, $176,000 ! "2011 Sewer Repairs" Contact: Mr. George Martinez(626) 590-0810 Start: Apr'I I - Complete: Jul 'I I (on time) Contact: Mr. Bob Garner (626) �190-4909 Project Summary: 8" & 10"VC Point Repairs City of Inglewood, $245,500 "Sewer System Point Repairs" Contact: Mr. Brian Ball (310) 9I01-4631 Start: Apr'12 - Complete: Jul '12 (on time) Project Summary: 52 Sewer Point Repairs with 8"& 10"VCP i City of Rancho Palos Verdes, $199,915 "San Ramon Canyon Sewer" Contact: Mr. Alan Braatvedt (310) 525-0684 Start: Jun'I I - Complete: Jul 'I I (on time) Project Summary: 630' of 8" VCP up slope, Place rip rap City of Rancho Cucamonga, $6,1 519874 "Hellman Avenue Storm Drain" Contact: Mr. Romeo David (90, 477-2740#4070 Start: Aug '10 - Complete: May '11 (on time) Contact: Mr. Jeff Asheraft(909) 917-7332 Project Summary: 5 186' of 114"1 to 90" RCP, Catch Basins, Paving City Hof Huntington Beach, $44117828 "Gravity Sewer" Contact: Mr. Joe':Dale (714) 536-5915 Start: Feb '11 - Complete: May'11 (on time) Project Summary: 580' of 8" PVC, Siphons, Flat Work, Paving City of Huntington Beach, $228?034 "Garfield Waterline" Contact: Mr. Eric Charlonne (714) 536-5430 Start: Jan '1I - Complete: Feb 'I I (on time) Project Summary: Pipe Burst 12" Pipe City of Fullerton' $420,059 "Grandview Sewer" Contact: Mr. Pete Acosta (714) 732-9060 Start: Oct'10- Complete: Dec '10(on time) Project Summary: 1336 of 8" PVC, Street Reconstruction&Paving City of Fullerton; $253,270 "Commonwealth Storm Drain" Contact: Mr. Pete Acosta.(714) 732-9060 Start: Oct'10 - Complete: Dee '10 (on time) Project Summary: 843' of 30" 1 RCP, Catch Basins City of Fullerton; $646,280 "Lois Lane Water/Sewer" Contact: Mr.Noah:Hernandez(714) 606-4336 Start: Jul '10 - Complete: Nov'10(on time) Project Summary: 2800' of Water/ Sewer, AC Paving City of Fullerton, $1,552,871 "Drake/Brea Creek Sewer Improvements" Contact: Mr. Pete Acosta (714) 32-9060 Start: Apr'10 - Complete: Sep '10(on time) Project Summary: 5500' of 8" VCP, AC.Paving City of San Clemente, $504,874 "Del Cabo Waterline Improvements" Contact: Mr. Greg Deist(949) 337-3139 Start: Mar'10 - Complete: Jun '10 (on time) Project Summary: 3500' of 10" & 8" PVC, Services i i Rev 5/21/13 City of Huntington Beach, $864�,834 "Blufftop Beach Improvements" Contact: Mr. Eric Charlonne (714) 536-5430 Start: Dee '09 - Complete: Jul '10 (on time) Contact: Mr. Duane Wentworth (714) 536-5517 Project Summary: 9000' of 3" PVC, Retaining Walls, AC Bike Path Helix;Water District, $809,014 "Pipeline Project 1818" Contact: Mr. Jim Tomasulo (61 ) 596-1317 Start: Dec `09 - Complete: Jun'10 (on time) Contact: Mr. Greg Gibbs (619) 1 73-5670 Project Summary: 7200' of 8" PVC, Hi-line,AC Paving City of Lynwood, $289,983 "Waldorf Watermain" Contact: Mr. Mario Soto (310) 603-0220 X830 Start: Feb '10 - Complete: Mar'l0(on time) Project Summary: 1.080' of 8" 61P, Street Overlay City of Huntington Beach, $745,801 "Bayview Drive Watermain Replacement" Contact: Mr. Duane Wentworth(714) 536-5517 Start: Oct '09 - Complete: Mar '10 (on time) Project Summary: 1.367' of 8" PVC, Services, Dewatering City of Fountain Valley, $1,029 629 "16" Transmission Main" Contact: Mr. Temo Galvez (71d) 593-4517 Start: Aug `09 - Complete: Feb `10 (on time)Project Summary:: 3117' of 24" CML & C Steel Pipe, Ace:Paving Monte Vista Water District, $385,773 "Rose Avenue Pipeline" Contact: Mr. Gil!Martinez (909)1624-0035 Start: Jul '09 - Complete: Nov'09 (on time) Project Summary: 1.435' of 6"DI Pipe, AC Paving, Pressure Relief Station City of Fullerton; $567,760 "Carhart Storm Drain" Contact: Mr. Pete Acosta(714) 732-9060 Start: Aug '09 - Complete: Oct '09 (on time) Project Summary: 1.924' of 24" & 18" RCP, Catch Basins, AC Paving City of Highland; $755,246 "Warm Creek Storm Drain" Contact: Mr. George Herold (909)234-1001 Start: Jun '09 - Complete: Sep '09 (on time) Project Summary: 301 P of 48" to 18" RCP, Manholes, Catch Basins, AC Paving City of Fullerton; $1,266,873 "Gregory/Chapman Area Sewer" Contact: Mr. Pete Acosta (714) 32-9060 Start: Apr '09 - Complete: Sep '09 (on time) Project Summary: 4176' of 8" VCP, 630' of Pipe Bursting, 2796' TNS of AC Paving Los Angeles County Dept. of Public Works, $136,475 "Los Cerritos Drainage System" Contact: Mr. Victor Bermudez (626) 688-8275 Start: May '09 - Complete: Jun'09 (on time) Project Summary: Restoration and Repair of Existing Concrete Channel RY Engineering,!$207,466 "Will Rogers State Park" Contact: Mr. Raffie Yeremian ( '18) 480-8966 Start: Feb '09 - Complete: May '09 (on time) Project Summary: Exterior Fire System, 500' of 6" PVC I i i Rev 5/21/13 i City of Anaheim, $392,018 "La Palma Sewer Improvements" Contact: Mr. Greg Solberg (714`�1 231-4696 Start: Nov `08 - Complete: Mar '09 (on time) V Project Summary: 972' of 12" CP, OCSD Manhole, Paving It Y Engineering, $298,000 "Arbor (Terrace Apartments" Contact: Mr. Raffie Yeremian(1 18) 480-8966 Start: Dec. '09 - Complete: Feb '09 (on time) Project Summary: 818' of 12" Pt7C, Services, Reinforced Storm Drain Structure,, Sewer Main City of Fullerton, $1,586,838 "Carhart Area Sewer" Contact: Mr. Noah Hernandez�(1 14) 606-4336 Start: Feb '09 - Complete: Jun'09 (on time) Project Summary: 7767' of 8" V CP, 2600 TNS of AC Paving, 34l' of Pipe Bursting i Los Angeles County Dept. of P blic Works, $1,773,356 "Puddingstone Dam Waterline" Contact: Mr. Jose Ontiveros (626)458-3104 Start: Oct '08 - Completei Apr '09 (on time) Project Summary: 6000' of 10" and 6"Fusion Bonded Steel Pipe i Los Angeles County Dept. of Public Works, $339,180 "Mountain Avenue" Contact: Mr. Leo Lopez (626) 607-7579 Start: Mar 09 - Complete:,Apr '09 (on time) Project Summary: 1.650 TNS of1AC Paving,Flatwork Golden Rain Foundation, $257,495 "Trust Street Paving Program" Contact: Mr. Kevin Black(562)431-6586 Start: Oct '08 - Completei Jan'09 (on time) Project Summary: 4176' of 8" VCP, 630' of Pipe Bursting, 2796' TNS of AC Paving Los Angeles County Dept. of P blic Works, $229,914 "Choisser Street Drain" Contact: Mr. Victor Bermudez (626) 688-8275 Start: Sep '08 - Complete: Oct '08 (on time) Project Summary',: 4.05' of Pre-c st Box and Elliptical RCP, Transition Structures Los Angeles County Dept. of Public Works, $821,465 "Elford Drain and CDR 524" Contact: Mr. Jose Ontiveros (626) 476-4894 Start: Aug '08 - Complete: Sep '08 (on time) Project Summary2450' of 36" and 30" RCP, Manholes, Catch Basins, AC Paving Los Angeles County Dept. of P blic Works, $563,616 "Colima Road Drain" Contact: Mr. John Lovrensky (626) 607-7582 Start: Jul '08—Completej. Sep '08 (on time) Project Summary: 1208' of 48" �nd 30" RCP, Manholes, Catch Basins, AC Paving City of Anaheim, $2,153,755 "Anaheim Hills Road Transmission Main" Contact: Mr. Manny Briones (9 9)466-6701 Start: Jan'08 - Complete: May '08 (on time) Contact: Mr. John Lamar (714) t65-4591 Project Summary: 3509' of 30" ML&C Steel Pipe, Paving, Slurry Seal Orange County Water District, �68,000 "Burris Pipeline" Contact: Mr. Chris Olsen(714) 5 14-9028 Start: Jul '08—Complete: Aug '08 (on time) Project Summary: 200' of 36" CML & C Steel Pipe i I i Rev 5/21/13 City of Tustin, $384,104 "Sycamore Avenue Storm Drain" Contact: Mr. Tom]Murphy (714) 573-3167 Start: Jun '08—Complete: Sep '08 (on time) Contact: Mr. Terry Lutz (714) 573-3263 Project Summary: 628' of 30" and 24" RCP, 205' of 8" DIP, Street Replacement 1 City of Ontario, $1,,533,759 "Recycled Water Pipeline Project" Contact: Mr. Fernando Cobos (909) 395-2695 Start: Feb '08 - Complete: Aug '08 (on time) Project Summary: 8003' of 12"and 8" Steel PVC Pipe, AC Paving City of Rancho Palos Verdes, $ 02,259 "Point Vincent Trail Repair Project" Contact: Ms. Birdu Vaish(310) 544-5254 Start: May '08 - Complete: Jul '08 (on time) Project Summary: Rehabilitate Trail and Handrail Along Slope City of Anaheim, $572,821 "Citron Avenue Sewer" Contact: Mr. Sean Ramzy (714) 765-5059 Start: Dec `08 - Complete: Feb `08 (on time) Contact: Mr. Dave Elseroad (714) 765-5293 Project Summary: 2100' of 12"land 10" VCP, 90,000 SF of AC Paving Los Angeles County Dept. of Public Works, $174,074 "CMP Replacement Project" Contact: Mr. Jose Ontiveros (6216)476-4894 Start: Aug '07 - Complete: Sep '07 (on time) Project Summary: 595' of 24" and 18" RCP, Catch Basins, Paving City of Anaheim, $1,020,260 "Lincoln Avenue Sewer" Contact: Mr. Jay Kalan(714) 36-2081 Start: Jun `07 - Complete: Sep `07 (on time) Contact: Mr. Sean Ramzy (714) 765-5059 Project Summary: 3255' of 15" and 10"VCP, Manholes,Paving City of Rancho Palos Verdes, $ 3 99,234 "Forrestal Swale Drainage Improvements" Contact: Ms. Biridu.Vaish(310) 544-5254 Start: Dec '06 - Complete: Feb '07 (on time) Contact: Mr. Jim Pugh(805) 602 -0891 Project Summary: 350' of 24" iDPE Pipe, Pipe Anchors, Slope Rehablilitation County of Orange, $6,168,750 "O'Neill Park Sewer Conversion" Contact: Mr. Rick Allen(714)4 8-8552 Start: Oct '06 '- Dec '07 (on time) Project Summary: 1.2,594' of 8"PVC and DIP, T-lock Manholes, Wet Well LiftStation($835K) City of Rosemead, $749,509 "Street, Storm Drain,;& Storm Lighting" Contacts: Mr. Tom Harbour(41�) 770-2898 Start: Mar `07 - Complete: Jun`07 (on time) Project Surnmary: 801' of 24"RCP, 876' of Street Lighting Conduit, Street Replacement City of Huntington Beach, $4,638,222 "OC-9 Water Transmission Main" Contact: Mr. Eric Charlonne (714) 536-5430 Start: Dec'05 - Complete: Mar '07 (on time) Project Summary: 12,152' of 24'DIP, Siphons, Blow-offs, Air-Vacs Los Angeles Country Dept. of P blic Works, $455,581 "Ditman Avenue Storm Drain" Contact: Mr. Johnny Oghoorian�(626) 607-7587 Start: Jan '07 - Complete: Feb '07 (on time) Project Summary: 926' of 48" and 24"RCP, Catch Basins, Manholes, Paving i I i i ' The Guarantee Company of North America USA One Towne Square, Suite 1470 Southfield, Michigan 48076 Phone: 248-281-0281 Fax: 248-750-0431 BID BOND BOND NO. Not Applicable KNOW ALL MEN BY THESE PRESENTS, That we, GRFCO, Inc. as Principal, and The Guarantee Company of North America USA, a corporation duly organized under the laws of the State of Michigan, as Surety, are held and firmly bound unto City of Huntington Beach as Obligee, in the sum of Ten Percent of the Total Amount of the Bid ($ 10% ) Dollars for the payment of which Principal and Surety bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally. WHEREAS, Principal has submitted a bid for Warner Avenue Gravity Sewer, CC No. 1370, the Project. NOW, THEREFORE, if the Obligee accepts the bid of the Principal and the Principal enters into a Contract with the Obligee for the Project; or, if the Principal pays the Obligee the amount of this Bond or the difference between Principal's bid and the next lowest bid for the Project, w iehev_ is less: this obligation is null and void, otherwise to remain in full force and effect. Signed and sealed this 21st day of June,2013. i GR nc. BY: — Principal- ITS: The Guarantee Company of North America USA BY: �" � r Mar Vshreckenga Attorney-In- ct Bid Bond 1 of 1 6/23/2013 CS0025 CALIFORNIA ALL®PURPOSE AOICNOWLEDGMEHir State of California County of Riverside On —7v-IV J .203 before me, Leon Lopez, Notary Public Date Here insert Name and Title of the Officer personally appeared C 60$2 FJZAD ST Narne(s1 of Signers) who proved to me on the basis of satisfactory evidence to be the person(&) whose name(s) ishffe subscribed to the within instrument and acknowledged to me that he/she*" executed the same in hi�+� authorized capac4oes), and that by his/hAF4I;eiF slgnature(4 on the instrument the person(*, or the entity upon behalf of which the person*acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws LEODN NORIEG A LO�PEZof the State of California that the foregoing paragraph is COMM.4 7501 true and correct. NOTARY PUBLIC•CALIFORNIA RIVERSIDE COUNTY WITNESS my hand a ffi ' I seal. My Comm.Expires Oct.9,2014 Signature Piece Notary Seel Above Si lure of Notary Public ` OPTIONAL --- Though the information below is not required by law,it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: — Document Date: Number of Pages:_ — Signer(s)Other Than Named Above: Capacity(ies) Claimed by Signers) Signer's Name: C—I9 o fZG--E E MO ST Signer's Name: ❑ Individual C Individual M Corporate Officer--Title(s): President&Secretary ❑Corporate Officer--Title(s):_ Partner—❑Limited ❑ General ❑Partner—❑Limited ❑General :1 Attorney in Fact , ❑Attorney in Fact Top of thumb here Top of thumb here I=Trustee u Trustee Guardian or Conservator LJ Guardian or Conservator Other: ❑Other: Signer Is Representing: Signer Is Representing: C--R PCO zNC . 82007 National Notary Assoc anon•9350 De Soto Ave..P.O.Bar 2402•Chatsworth'CA 91313-2402•wwrl.NatiorWNataryorg Item#5907 Reorder.Call Toll-Free t-8o0-876.6827 ACKNOWLEDGMENT State of California County of Los Angeles On June 21,2013 before me, Julie M.Shreckengast,Notary Public (insert name and title of the officer) personally appeared Mark E.Shreckengast who proved to me on the basis of satisfactory evidence to be the person(m whose namem is/AKA subscribed to the within instrument and acknowledged to me that hexhoMwexecuted the same in hisRAYAWK authorized capacityQ m), and that by his/K WM&signaturem on the instrument the person(o, or the entity upon behalf of which the personM acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. JULIE M.SHRECKENGAST COMM.#2019504 —I NOTARY PUBLIC•CALIFORNIA y LOSANGELES COUNTY Commission ion Expires APRIL 26,2017 Signatur 4 (Seal) THE GUARANTEE COMPANY OF NORTH AMERICA USA Southfield,Michigan POWER OF ATTORNEY KNOW ALL BY THESE PRESENTS:That THE GUARANTEE COMPANY OF NORTH AMERICA USA,a corporation organized and existing under the laws of the State of Michigan,having its principal office in Southfield,Michigan,does hereby constitute and appoint Mark E.Shreckengast Summit Surety Insurance Services its true and lawful attorney(s)-in-fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof,which are or may be allowed,required or permitted by law,statute,.rule,regulation,contract or otherwise. The execution of such instrument(s)in pursuance of these presents, shall be as binding upon THE GUARANTEE COMPANY OF NORTH AMERICA USA as fully and amply, to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at the principal office. The Power of Attorney is executed and may be certified so,and may be revoked,pursuant to and by authority of.Article IX,Section 9.03 of the By-Laws adopted by the Board of Directors of THE GUARANTEE COMPANY OF NORTH AMERICA USA at a meeting held on the 31"day of December,2003. The President,or any Vice President,acting with any Secretary or Assistant Secretary,shall have power and authority: 1. To appoint Attorneys)-in-fact,and to authorize them to execute on behalf of the Company,and attach the Seal of the Company thereto,bonds and undertakings,contracts of indemnity and other writings obligatory in the nature thereof;and 2. To revoke,at any time,any such Attorney-in-fact and revoke the authority given,except as provided below 3. In connection with obligations in favor of the Florida Department of Transportation only,it is agreed that the power and authority hereby given to the Attorney-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. 4. In connection with obligations in favor of the Kentucky Department of Highways only,it is agreed that the power and authority hereby given to the Attorney-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner— Department of Highways of the Commonwealth of Kentucky at least thirty(30)days prior to the modification or revocation. Further,this Power of Attorney is signed and sealed by facsimile pursuant to resolution of the Board of Directors of the Company adopted at a meeting duly called and held on the 6th day of December 2011,of which the following is a true excerpt: RESOLVED that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any Power of Attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, contracts of indemnity and other writings obligatory in the nature thereof, and such signature and seal when so used shall have the same force and effect as though manually affixed. Jr�.NTEjr IN WITNESS WHEREOF,THE GUARANTEE COMPANY OF NORTH AMERICA USA has caused this instrument to be signed and ,= its corporate seal to be affixed by its authorized officer,this 23rd day of February,2012. THE GUARANTEE COMPANY OF NORTH AMERICA USA r STATE OF MICHIGAN Stephen C.Ruschak,Vice President Randall Musselman,Secretary County of Oakland On this 23rd day of February,2012 before me came the individuals who executed the preceding instrument,to me personally known,and being by me duly sworn,said that each is the herein described and authorized officer of The Guarantee Company of North America USA;that the seal affixed to said instrument is the Corporate Seal of said Company;that the Corporate Seal and each signature were duly affixed by order of the Board of Directors of Cynthia A. Takai IN WITNESS WHEREOF,I have hereunto set my hand at The Guarantee :r Notary Public,State of Michigan Company of North America USA offices the day and year above written. County of Oakland /} c 3a My Commission Expires February 27, 2018 Acting in Oakland County I,Randall Musselman,Secretary of THE GUARANTEE COMPANY OF NORTH AMERICA USA,do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney executed by THE GUARANTEE COMPANY OF NORTH AMERICA USA,which is still in full force and effect. +Trp IN WITNESS WHEREOF,f have thereunto set my hand and attached the seal of said Company this 21st day of June 2013 o� y �''"•"°`�r Randall Musselman,Secretary City of Huntington Beach 2000 Main Street ♦ Huntington Beach, CA 92648 (714) 536-5227 ♦ www.huntingtonbeachca.gov Office of the City Clerk 7) 1969 ` Joan L. Flynn, City Clerk September 25, 2013 Metro Builders & Engineers Group, Ltd. 2610 Avon St., Ste. A Newport Beach, CA 92663 RE: Warner Avenue Gravity Sewer Station — CC-1370 Enclosed please find your original bid bond for CC-1370. Sincerely, IV Joan L. Flynn, CIVIC City Clerk JF:pe Enclosure Sister Cities: Anjo, Japan ♦ Waitakere, New Zealand CAVA eV �- : :r Nam c FROM: Metro Builders & Engineers Group Ltd. 2610 Avon Street, Suite A Newport Beach, CA 92663 (949) 515-4350 FAX (949) 515-4351 TO: �VAJ- hY\ JJOV\ BCC4b% ,C.jeC'rI5 Off;(e. 5 t.rLet (-pant►n��Cn&CAC 1n , C� q-Z6LIE C-71W) 536-5g31 r'o : (71q) 37`f- >�3 SECTION C PER ADDENDUM NO . TWO PROPOSAL for the construction of WARNER AVENUE GRAVITY SEWER AND LIFT STATION# C REPLACEMENT PROJECT on WARNER AVENUE BETWEEN PACIFIC COAST HIGHWAY AND EDGEWATER LANE & PACIFIC COAST HIGHWAY BETWEEN 2Nv ST. AND WARNER AVENUE CC No. 1370 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 220 working days, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 BIDDING SCHEDULE THE CITY OF HUNTINGTON BEACH WARNER AVENUE GRAVITY SEWER IMPROVEMENTS PROJECT CC-1370 Bid Estimated Item Description Unit Unit Price Total Price Quantity Per Plans and Specifications, furnish all labor, 3""000.0 1 material and equipment to mobilize, demobilize, 1 LS $ $ and provide cleanup of construction site: provide all bonds, insurance, and obtain all permits. Comply with the Regulations of the California Coastal Commission and State Lands; 2 implement the mitigation measures contained 1 LS $24,rvo- $ ZA 9*00-06 the Mitigated Negative Declaration; prevent migration of runoff, soils, debris, and other materials into the Bolsa Chica Wetlands; and maintain compliance throughout the project. Furnish a qualified archaeological, 3 palentological, and Native American 1 EA $+vg,u�o• $ I�14,,�c�o. construction monitor, for observing and documenting all excavations conducted during the course of the project. Reset existing survey monument in standard 4 monument well; file corner record to 3 EA $ •oo $/oJt2o.00 perpetuate the monument with a minimum of four tie points per Appendix Q of the Specifications Verify existence of survey monument; reset monument in kind and tagged in standard 5 monument well if found; file corner record with 3 EA $3,49-0•o0 $ 10,y2-0_00 a minimum of four tie points per Appendix Q of the Specifications. Per Plans and Specifications, furnish all labor, materials and equipment to Pothole and locate horizontal and vertical positions of all existing $ 6 utilities in the vicinity of the work. Prepare a 1 LS $2%5.0 'o Z9�foo•oo report and submit it to the City a minimum of four (4) weeks prior to start of construction to allow revisions to current design. C-2 Per Plans and Specifications, furnish all labor, materials, and equipment as required to develop a Construction Traffic Control Plan (to supplement or revise the design provided in the Plans if deemed necessary by the Bidder), prepared by a California Registered Traffic $ 7 Engineer, for favorable review by the City and 1 LS $'N.3oo.0o y1�3o0•oo Caltrans; and implement the plan to provide public convenience, safety and traffic control; including warning signs, high level warning devices, delineators, regulatory signs, barricades, and recessed trench plate bridging throughout the project. Per Plans and Specifications, furnish all labor, materials, and equipment as required, and develop, design, and implement trench and excavation safety measures, including shoring plans prepared by a California Registered Structural Engineer, incorporating the requirements of the dewatering plan and any 8 additional geotechnical work performed by the 1 LS $3o3,z0.0 $ Contractor in the shoring plan; and implement the So%Zbo•O plan to provide trench and excavation safety including sheeting, shoring, and bracing, or equivalent method for the protection of life and limb in trenches, pump station excavation, valve vault excavation, and open excavation; and protection of all adjacent structures in conformance with applicable safety orders. Per Plans and Specifications, develop a Dewatering Plan prepared by a California Registered Geotechnical Engineer, incorporating the requirements of the shoring plan and any additional geotechnical information required and developed by the Contractor; furnish all labor, material, and equipment as required and 9 obtain NPDES permit from the Regional Water 1 LS $247too $ Quality Control Board, well drilling and destruction 2y7�ltco- permits from Orange County Health Department; conduct any field testing required for the design of the dewatering system; implement dewatering; properly remove the dewatering system, including the dewatering and existing and Contractor installed monitoring wells, when it is no longer needed. Per Plans and Specifications, furnish all labor, materials, and equipment necessary, and 10 maintain sewer flows throughout the project 1 LS $ during the entire construction period, including 34/yoo407 bypass pumping, use of Vactor trucks and all appurtenances necessary. Per Plans and Specifications, furnish all labor, materials, and equipment necessary, and treat pp $ 11 and dispose of contaminated groundwater, up 1 LS $2 rev.so to0•'o0 to 1200 gallons per minute during the groundwater dewatering operation. C-3 Per Plans and Specifications, provide the services of a California Registered Geotechnical Engineer with experience in all elements of the project, and provide all services related to designing, conducting all necessary 12 testing needed for design, and providing 1 LS $4W B11o•o0 $ recommendations to the Contractor for and during ' `f'{�Qyo•oo the construction of the dewatering system including dewatering and monitoring wells, foundation work, design of the flowable fill material (controlled low strength material), and all other appurtenant work. CONSTRUCTION OF CITY OF HUNTINGTON BEACH SEWER-LIFT STATION B TO MANHOLE NOA AT PCH AND WARNER AVENUE,AND LATERALS A AND C Per Plans and Specifications, furnish all labor, materials, and equipment necessary, and clear, grub, and strip the area of the City of Huntington Beach Lift Station B and Lateral A $ 13 and C, sites, and legally dispose of all removed 1 LS $ �730.00 I�S.93n.co materials, including all landscaping, asphalt concrete and Portland cement concrete paving, curb, gutter, sidewalk, conduits, wires, irrigation piping, pull boxes, and all appurtenant work Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 14 construct 15-inch diameter extra strength 538 LF $W. $ Vitrified Clay Pipe (VCP) sewer from MH No.1 2Gf,s"s't�e to MH No.4, and all appurtenances per City Std. Plan 502. Per Plans and Specifications, furnish all labor, material and equipment necessary, and construct 15 4-foot diameter sewer manhole over existing 1 EA $3,,rr`000 $ sewer, with 125 mil Sancon 100 coating on all 31,&bo.00 interior surfaces, including base per City Std. Plan 504 and 505, maintain sewer flows. Per Plans and Specifications, furnish all labor, materials and equipment necessary to construct $ 16 4-foot diameter sewer manhole with 125 mil 2 EA $s && Sancon 100 coating on all interior surfaces, including base, per City Std. Plan 504 and 505. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and remove existing 4-foot diameter manhole and base; construct new 4-foot diameter sewer manhole $ 17 with 125 mil Sancon 100 coating on all interior 2 EA $2�,830.0� �`voo surfaces, including base per City Std. Plan 504 and 505; maintain sewer flows; replace curb, gutter and all other improvements damaged to nearest joint C-4 Per Plans and Specifications, furnish all labor, materials and equipment necessary, and $ 18 construct 6-inch diameter extra strength VCP 65 LF $Z3° /d /y�9rGSo sewer(Laterals A and C), and all appurtenances per City Std. Plan 502. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and remove 19 and dispose of existing sewer manhole and 1 EA $/0,6So•vo $ base to 7 feet below existing grade minimum, l0,o3o•ov backfill remaining structure and excavation with low strength slurry mix. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 20 abandon existing 10-inch VCP sewer line in 650 LF $ 17.70 $ place between Lift Station B and south of /�isv�op Warner Avenue centerline; and fill with low strength slurry mix. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and remove and replace 355 feet of existing stamped $ 21 concrete median along Pacific Coast Highway 1 LS $27/1W'VV Z7/I'/o.no north of Warner Avenue; protect existing traffic signal pole, pull boxes, conduits and wires in lace. Per Plans and Specifications, furnish all labor, 22 materials, and equipment necessary, and remove 529 CY $ contaminated soil from excavations and 7�j4ob•ye dispose of properly. o CONSTRUCTION OF SUNSET BEACH SANITARY DISTRICT SEWER IMPROVEMENTS SUNSET BEACH SANITARY DISTRICT LIFT STATION TO MANHOLE No.4 AT PACIFIC COAST HIGHWAY AND WARNER AVENUE Per Plans and Specifications, furnish all labor, materials, equipment necessary, and clear, grub, and strip the area of the Sunset Beach Sanitary District Lift Station site, and legally $ 23 dispose of all removed materials, including all 1 LS $17,7oo•gb 1��700•00 landscaping, asphalt concrete and Portland cement concrete paving, curb, gutter, sidewalk, conduits, wires, irrigation piping, pull boxes, controls, and all appurtenant work. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 24 construct 10-inch diameter extra strength VCP 227 LF Sunset Beach Sanitary District sewer (Lateral 7C-1-OC B), per City Std. Plan 502 and as noted on the plans. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct 22 feet of 6-inch diameter AWWA $ 25 C900 DR14 PVC Sunset Beach Sanitary 1 LS 400. District sewer per City Std. Plan 502; 6-inch PVC Wye, cleanout, connection to existing forcemain, and all appurtenances C-5 Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct 4-foot diameter sewer manhole over $ 26 existing sewer with 125 mil Sancon 100 coating 1 EA $ZI,Wo•00 242�Ooo on all interior surfaces, including base, per City T Std. Plan 504 and 505, with SBSD manhole cover; maintain sewer flows Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct 5-foot diameter sewer manhole $ 27 (Metering Manhole) with 125 mil Sancon 100 1 EA $Z9,Soo Zq�s-ao•oo coating on all interior surfaces, including base per City Std. Plan 504 and 505, with SBSD manhole cover. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 28 construct 4-foot diameter sewer manhole with 1 EA 125 mil Sancon 100 coating on all interior ��' a-l�yVo•oo surfaces, including base per City Std. Plan 504 and 505, with SBSD manhole cover. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 29 construct 2-inch diameter Schedule 80 PVC 1 LS $ conduit with pull rope from Metering Manhole to new pullbox behind curb; intercept existing conduit, and wires. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 30 abandon 340 feet of existing 6-inch sewer 1 LS forcemain located upstream and downstream a of SBSD Lift Station in place and fill with low strength slurry mix. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and demolish existing Sunset Beach Sanitary District Lift Station, including removal of all equipment within the existing Lift Station, cleaning of the wet well, removal of the top 5 feet of the $ 31 structure, backfilling of remaining dry well, wet 1 LS $57,89b. well, and access structures with Class 100-E-100 S'1�g9'h''f0 slurry, filling of the abandoned 10-inch VCP sewer with low strength slurry mix, backfilling of the top 5-feet with approved materials; removal of all curb, gutter, sidewalk; asphalt concrete paving, and all appurtenant work. Per Plans and Specifications furnish all labor, materials and equipment necessary, and replace 32 all curb, gutter, crossgutters, sidewalk, and 1 LS $Z9 6/8.oa $ asphalt concrete paving, and all appurtenant /g.ob work at the Sunset Beach Sanitary District Lift Station site per City's approval. C-6 CONSTRUCTION OF SEWER FROM MANHOLE NOA AT PCH AND WARNER AVENUE TO NEW LIFT STATION C INCLUDING LATERALS D,E,AND F Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 33 construct 15-inch diameter extra strength VCP 367 LF $go&.1(, $ 1-7 g sewer from Manhole No.4 to new Lift Station C, per City Std. Plan 502. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 34 construct 5-foot diameter sewer manhole with 4 EA $3ai�1e $ 125 mil Sancon 100 coating on all interior 1z31/4z.vo surfaces, including base per City Std. Plan 504 and 505, Per Plans and Specifications, furnish all labor, materials and equipment necessary, and $ 35 construct sewer lateral; connect to existing 1 LS $3�!l�a 341)OZ.o0 lateral per City Std. Plan 507. Per Plans and Specifications, furnish all labor, 36 materials and equipment necessary, and 56 LF $L47-So $ construct 6-inch diameter extra strength VCP sewer(Lateral D), per City Std. Plan 502. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and remove existing 4-foot diameter manhole and base at 37 the beginning of Lateral D; construct 4-foot 1 EA $Z7,73o. $ diameter sewer manhole with 125 mil Sancon t7,-750.o 100 coating on all interior surfaces, including base per City Std. Plan 504 and 505; maintain sewer flows. Per Plans and Specifications, furnish all labor, material and equipment necessary, and construct $ 38 10-inch diameter extra strength VCP sewer 131 LF $3ag.ro 4a�ro9.s' (Lateral E) and all appurtenances, per City Std. Plan 502. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and remove existing 4-foot diameter manhole and base at the beginning of Lateral E; construct 4-foot 39 diameter sewer manhole with 125 mil Sancon 1 EA $27 $ 100 coating on all interior surfaces, including base 2-7�t�«-av per City Std. Plan 504 and 505; maintain sewer slows; install and maintain BMPs 15 feet beyond work area to prevent migration of runoff and soils into the Bolsa Chica Wetlands. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 40 construct 8-inch diameter extra strength VCP 149 LF $3.47.86 $ sewer (Lateral F), per City Std. Plan 502, and 3foi9L2.� all appurtenances including the 8-inch Schedule 80 PVC drop pipe in the wet well. C-7 Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 41 construct 4-foot diameter sewer manhole along 3 EA $Z( $ Lateral F, with 125 mil Sancon 100 coating on all R 100 (oS qgo.00 interior surfaces, including base per City Std. Plan 504 and 505. Per Plans and Specifications, furnish all labor, 42 materials, and equipment necessary, and remove 2,980 CY $ioo•3o $ contaminated soil from excavations and zq�gWpcl• dispose of properly. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 43 abandon existing 12 -inch VCP sewer in 510 LF $ aq Co $ Warner Avenue between PCH and existing Lift rsoys-•o Station C in-place and fill with low strength slurry mix. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and abandon existing 8 -inch VCP sewer across 44 Warner Avenue between Warner Avenue Fire 110 LF $ 7,734 $s.9 Station lateral and existing 12-inch sewer in Warner Avenue, and fill with low strength slurry mix. CONSTRUCTION OF SEWER FORCEMAIN AND GRAVITY SEWER FROM NEW LIFT STATION C TO EDGEWATER LANE Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct 12-inch diameter 40 mil ceramic epoxy lined Class 350 Ductile Iron sewer $ 45 forcemain pipe from new Lift Station C Valve 474 LF $3w.so Vault to Warner Avenue Bridge, including the double ball flexible expansion joint and insulating flange on the west side of the Bridge, per City Std. Plan 606. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct 12-inch diameter Schedule 40 $ 46 Stainless Steel sewer forcemain pipe (all joints 101 LF $U-0.8O Gb��yo welded), including pipe support brackets, roller supports, all appurtenances and Welder Inspection.. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct 12-inch diameter AWWA C900 DR14 47 PVC sewer forcemain pipe between the 12" 1 LS $Z3 0 $ stainless steel forcemain and Manhole No.8, —' 2,3,Sf'y,0 including the double ball flexible expansion joint, fittings, drop manhole connection, concrete encasement, and all appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and $ 48 construct 2" sewer air/vacuum, including 2" 316 1 EA stainless steel pipe, supports, and all appurtenances to Sewer Manhole No. 8. C-8 Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 49 construct 12-inch forcemain cleanout, including 2 EA $4�l3o 00 $ 12" wye, eccentric plug valve, valve can assemby, 8,2✓oO.yb ceramic epoxy lined Class 53 ductile iron piping, manhole, and all appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and $ 50 construct anode test station with five (5) 48-lb 1 LS $17,700•o0 magnesium anodes, test box, and all 17,�00.00 appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and $ 51 construct anode test station with two (2) 48-lb 1 LS $ /g�boy o 0 magnesium anodes (one on each forcemain), test box, and all appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and $ 52 construct anode test station with one (1) 48-lb 1 LS $1 S 3yo 340 a� magnesium anode, test box, and all appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and $ 53 construct buried insulating flange test box per 1 LS $/V,24 1" Huntington Beach Std. Plan 634, and all 0 2��o appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct 15-inch diameter extra strength VCP $ 54 sewer from Manhole No.8 on the east side of 2101 LF $ yi3.0o Warner Avenue Bridge to existing 6-foot diameter 867,�t3.0 Manhole south of Edgewater Lane per City Std. Plan 502. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 55 construct 4-foot diameter sewer drop manhole 1 EA $21 30. $ with 125 mil Sancon 100 coating on all interior —�- 8 O.00 surfaces, including base per City Std. Plan. 504 and 505. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 56 construct 4-foot diameter sewer manhole with 4 EA $24t 7$od $ 125 mil Sancon 100 coating on all interior �— 4a,/2o.00 surfaces, including base per City Std. Plan. 504 and 505. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 57 construct 4-foot diameter sewer manhole over 1 EA $LN IqD- $ existing sewer, with 125 mil Sancon 100 coating 19o.00 on all interior surfaces, including base per City Std. Plan 504 and 505; maintain sewer flows. C-9 Per Plans and Specifications, furnish all labor, materials and equipment necessary, and remove existing manhole and base to minimum 1-foot 58 below proposed manhole; construct 4-foot 1 EA $2q R $ diameter sewer manhole with 125 mil Sancon � 2A,q-72•vd 100 coating on all interior surfaces, including base per City Std. Plan 504 and 505; maintain sewer flows. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 59 construct 5-foot diameter sewer manhole with 1 EA $Zc. to6 $ 125 mil Sancon 100 coating on all interior — U.'S70 o surfaces, including base per City Std. Plan. 504 and 505. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and $ 60 construct temporary connection of existing 8- 1 LS $LS,4-08 �S.�oBoo inch AC forcemain to Sewer Manhole No.8; remove when no longer needed. Per Plans and Specifications furnish all labor, materials and equipment necessary, and remove $ 61 existing 8-inch sewer forcemain on the north 1 LS $ side of the Warner Avenue Bridge, including all appurtenant work. Per Plans and Specifications furnish all labor, 62 materials and equipment necessary, and 312 LF $19•S'n $ abandon existing 8-inch AC sewer forcemain y�,2o4.yp in place and fill with low strength slurry mix. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and abandon existing 12 -inch VCP sewer in 63 Warner Avenue between the east side of 1018 LF $3VID $ Warner Avenue Bridge and east of Sceptre 36wo37 Lane, including the 8-inch sewer south of Manhole No. 12, and fill with low strength slurry mix. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and abandon existing 15 -inch VCP sewer in 64 Warner Avenue between the east side of 1145 LF $z+.a� $ Sceptre Lane and Edgewater Lane, including zv 9 01.80 two short reaches of 15-inch and one reach of 8-inch sewer north of abondoned Lift Station D, and fill with low strength slurry mix. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 65 abandon existing 24 -inch VCP sewer in 1948 LF $3Syo $ Warner Avenue between the east side of Warner Avenue Bridge and Edgewater Lane and fill with low strength slurry mix. C-10 Per Plans and Specifications, furnish all labor, materials and equipment necessary, and remove and dispose of sewer manhole on existing 12- inch and 15-inch VCP sewers between east of $ 66 Warner Avenue Bridge and abandoned Lift 8 EA station D, including one north of the lift ° station, to 7 feet below existing grade minimum, backfill remaining structure and excavation with low strength slurry mix. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and remove and dispose of sewer manhole on existing 24- $ 67 inch VCP sewer to 7 feet below existing grade 2 EA $`�iov Qo minimum, backfill remaining structure and excavation with a low strength slurry mix. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and remove 68 and dispose of sewer manhole on existing 24- 1 EA $!a zb $ inch VCP sewer to minimum 1-foot below a �,�•oo proposed sewer, backfill remaining structure and excavation with a low strength slurry mix. Per Plans and Specifications, furnish all labor, materials, and equipment necessary, and remove $ 69 contaminated soil from excavations between 845 CY $ oe..zo AN,731 0 new Lift Station C and Edgewater Lane, and dispose of properly NEW LIFT STATION"C"CONSTRUCTION Per Plans and Specifications, furnish all labor, materials, equipment necessary, and remove five (5) Mexican Fan Palms, store and maintain them viably, and transplant them at the end of the project; clear, grub, and strip the new Lift Station C site, and legally dispose $ 70 of all removed materials, including all 1 LS $70�8� 70�80o to landscaping, asphalt concrete and Portland cement concrete paving, curb, gutter, sidewalk, masonry block wall, stamped concrete paving, conduits, wires, irrigation piping, pull boxes, Portland concrete swales, and all appurtenant work. Per Plans and Specifications, furnish all labor, materials, equipment necessary, coordinate with 71 Verizon and construct 4-inch Schedule 80 PVC 1 LS $i a/b $$ 0 conduit with pull rope, and pull boxes to relocate existing Verizon conduit and wires Per Plans and Specifications, Furnish all labor, materials and equipment necessary and install 30 feet long, 10 feet wide, 21.5 feet deep (inside dimensions) reinforced concrete, T-Lock lined $ 72 wet well with H-20 rated 316 stainless steel 1 LS �S �3oo d access hatch; concrete fillet with 125 mil Sancon 100 coating system; coating of exterior surfaces with minimum 16 mil coal tar epoxy; and all appurtenances. C-11 Per Plans and Specifications, furnish all labor, materials and equipment necessary and install 15 ft long, 10 ft wide, and 8 ft deep (inside dimensions) reinforced concrete valve vault, $ 73 including shoring, excavation, dewatering, coating 1 LS $177iuoo the exterior surfaces with minimum 16-mil coal tar epoxy, backfill, H-20 rated aluminum 4-door access hatch, 316 stainless steel ladders, sump, and all appurtenances. Per Plans and Specifications, Furnish all labor, materials and equipment necessary and Install Wet Well Mechanical Equipment, including 40 HP, 1200 gpm recessed impeller slide-rail submersible pumps and motors; 316 stainless steel 6"x12" fastout discharge elbows; 12-inch $ 74 316 stainless steel discharge piping within the wet 1 LS $247,8avo 247 well and through the wet well wall, fittings and support brackets; 316 stainless steel slide-rail system, guide brackets, lifting cables and bails; 316 stainless steel cable racks, submersible pressure level transducers; float switch; and all appurtenances. Per Plans and Specifications, Furnish all labor, materials and equipment necessary and Install Valve Vault Mechanical Equipment, including pipe, fittings, couplings, and insulating flanges; $ 75 valves; magnetic flow meter, pressure sensor with 1 LS $/rq,3Av -too,co transmitter, 316 stainless steel pipe supports, bypass connection; sump drip system, discharge piping and valves to wet well; and all appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary and construct discharge piping between the wet well and valve $ 76 vault, including buried insulating flange kits; 1 LS $y�S$o 9s,S8od double ball force balanced flexible expansion joints; 40 mil ceramic epoxy lined Class 53 ductile iron pipe, and all appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary and construct 1-inch water service from the 14-inch AC pipe in Warner Avenue per City of Huntington Beach Std. Plan 602, including hot tapping of the 14-inch 77 pipe; wrapped 1-inch Type K copper tubing; 1 LS $�'�i $ meter, reduced pressure principle backflow ���7SO'QO preventer in stainless steel protective cage; Type K copper piping to the valve vault, quick connect assembly, and hose bib near the wet well; and all appurtenances. C-12 Per Plans and Specifications, furnish all labor, materials, equipment necessary to coordinate with SCE and construct 5-inch conduit with pull rope from existing transformer near the Warner Avenue Fire Station to the existing transformer at the EVA Platform Booster $ 78 Pump Station site; coordinate replacement of 1 LS $28 !o•oa 9� pro existing transformer with a larger one; construct 8x6 transformer pad; construct 5- inch conduit with pull rope from the transformaer to SCE meter pedastal; construct meter pedestal and bollards, and all appurtenant work. Per Plans and Specifications, furnish all labor, materials and equipment necessary to coordinate $ 79 oo with Verizon, and construct permanent telephone 1 LS $m s.o,7*oa service for the project. Per Plans and Specifications, furnish all labor, materials and equipment necessary to coordinate $ 80 with Southern California Gas Company, and 1 LS $/7,/10.00 construct permanent natural gas service for the o.00 project. Per Plans and Specifications, furnish all labor, materials and equipment necessary to coordinate 81 with DCOR, and relocate the EVA Platform 1 LS $50,000 $50,000 Booster Pump Station's 4-inch diameter discharge pipe(Allowance No.1). Per Plans and Specifications, furnish all labor, materials and equipment necessary and Install Electrical Equipment; including grounding 82 system, conduits, wires, cables, pull boxes, hand 1 LS $?! $ holes, junction boxes, pads, receptacles, 29r;;c+cbo0 switches, lights, manual transfer switch, instruments, intrusion alarms, and appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary and install electrical enclosure and equipment; including $ 83 316 stainless steel NEMA 3R enclosure, 1 LS $I-tt&06awftz integrated pump control panel, RTU cabinet with PLC, solid state starters with bypass contactors, automatic transfer switch, and all appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and design $ 84 and install 25.5-foot long and 5-foot wide pre- 1 LS $441 �/ O engineered aluminum canopy, including posts,foundation; and all appurtenances. C-13 Per Plans and Specifications, Furnish all labor, materials and equipment necessary and install 125 kW natural gas and propane dual fuel emergency generator set in a sound 85 attenuated aluminum enclosure, including all 1 LS $147,Soo $ conduits, wires, pipes, controls, and all q Soo.00 appurtenances; demonstrate proper operation with each fuel during the testing of the pump station to full satisfaction of the City of Huntington Beach. Per Plans and Specifications, Furnish all labor, materials and equipment necessary and install 86 propane tank and all appurtenances; fill the 1 LA $67142.-06 $ tank with propane, demonstrate proper 67,�tl2• operation during the testing of the pump station to full satisfaction of the City of Huntington Beach. Per Plans and Specifications furnish all labor, materials and equipment necessary, and replace landscape, irrigation water lines, conduits, wires, controllers, asphalt concrete and Portland cement concrete paving, stamped $ 87 concrete paving, reinforced concrete swales, 1 LS $10700.0 sidewalk, curb, gutter, cross gutter, reinforced concrete masonry pilaster, and all other improvements removed or damaged by the construction at and around the new Lift Station C site per Cit 's approval. Per Plans and Specifications, furnish all labor, 88 material and equipment necessary, and conduct 1 LS $P 700.DO $ lift station start up and testing to full �— l7,7oo.0o satisfaction of the City of Huntington Beach. Per Plans and Specifications, furnish all labor, 89 materials, and equipment necessary, and remove 1,439 CY $/o6.Zo ���yy�$ contaminated soil from wet well and valve / vault excavations, and dispose of properly Bid allowance for furnishing all labor, material, and equipment for the design and construction of 90 a sound wall along the frontage of Warner 1 LS $30,000 $30,000 Avenue at the proposed Lift Station "C" Site. (Allowance No. 2) C-14 DEMOLITION OF EXISTING LIFT STATIONS"B","C",AND"D" Per Plans and Specifications, furnish all labor, materials and equipment necessary, and demolish existing City of Huntington Beach Lift Station "B", including removal, handling, and proper disposal of lead-based paint; removal and proper disposal of all equipment within the existing Lift Station; coordinating removal of SCE service meter, main disconnect, and manual 91 transfer switch, and delivery of salvaged 1 LS $ equipment to City Yard; cleaning of the wet well; 4oa-7/0.06 removal of the top slab and 1 to 5-feet of the structure walls; backfilling of remaining dry well, wet well, and access structures with Class 100-E- 100 slurry; filling of the abandoned 10-inch VCP sewer between Manhole No.1 and Lift Station B with low strength slurry mix; backfilling of the top 5-feet with approved materials; and all appurtenant work. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and demolish existing City of Huntington Beach Lift Station "C", including removal, handling, and proper disposal of lead-based paint; removal and proper disposal of all equipment within the existing Lift Station; coordinating removal of SCE 92 service meter, main disconnect, and manual 1 LS $s's vs+v $ transfer switch, and delivery of salvaged s3�dsrs: equipment to City Yard; cleaning of the wet well; removal of the top 5-feet of the structures; backfilling of remaining dry well, wet well, 30" RCP, and access structures with Class 100-E-100 slurry; backfilling of the top 5-feet with approved materials; protecting existing wetlands; and all appurtenant work. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and demolish existing City of Huntington Beach abandoned Lift Station "D", including removal, handling, and proper disposal of lead-based paint; removal and proper disposal of all equipment within the existing Lift Station; coordinating removal of SCE service meter, main disconnect, and manual transfer switch, and delivery of $ 93 salvaged equipment to City Yard; cleaning of the 1 LS $Y zWeb µ a wet well; removal of the top 5-feet of the structure; backfilling of remaining dry well, wet well, access structures with Class 100-E-100 slurry; filling of abandoned approximately 10 feet of 15-inch VCP sewer, 6 feet of 8-inch VCP sewer, and 450 feet of 12-inch ACP forcemain with low strength slurry mix; backfilling of the top 5-feet with approved materials; protecting existing wetlands; and all appurtenant work.. C-15 Per Plans and Specifications furnish all labor, materials and equipment necessary, and replace landscape, irrigation water lines, and $ 94 street and sidewalk paving at demolition sites 1 LS $la,/7L. '"12,00 (Lift Station B, Lift Station C, and abandoned Lift Station D), per City's approval. ADDITIONAL BID ITEMS Per Plans and Specifications, furnish One (1) 95 Spare 40 HP, 1200 gpm Factory Tested 1 LS $cl1e2. $ Recessed Impeller Pump, Motor, and 75 feet of SNP/tZ.av cables; deliver to the City Yard. Per Plans and Specifications furnish all labor, materials and equipment necessary, and replace sidewalks, curbs, gutters, cross gutters, and $ 96 other improvements removed for construction 1 LS $�g.'72op /8, 1�z•o of the project along Pacific Coast Highway and Warner Avenue per City and Caltrans approval. Per Plan and Specifications furnish all labor, materials and equipment necessary, and replace street striping, street markers, signs, and 97 traffic detector loops, and all other 1 LS S� $ improvements removed and damaged by theZ S3iAo project construction of the project along Pacific Coast Highway and Warner Avenue in kind, per City and Caltrans approval. Per Plans and Specifications furnish all labor, materials and equipment necessary, and black 98 aggregate slurry seal and re-stripe the entire 1 LS $41 $ length of Warner Avenue from Pacific Coast 41..772-ob Highway to Brighwater Drive per City's approval. Per Plans and Specifications, if directed by the CITY, furnish all labor, materials, and equipment $ 99 necessary, and remove one (1)foot of unsuitable 1470 TON $ e!•42 91q,��Lv material at the bottom of pipeline trenches, and install 3/4-inch rock wrapped in geotextile. C-16 TOTAL BID ITEMS 1 THRU 99 FOR WAGS IMPROVEMENT PROJECT TOTAL BID ITEMS 1 THRU 99 Total Amount of Base Bid in Writing: Basis of award of this Project 7,71'1,930 . ° o SC-YfAJ Allj,"eM SW=V Ai—PACP W++R7M�J '7WVV$oWb OVI"o4cfv^gM 7WJMTY AM4 R•aTV Cw-dTS Alternative Bid Items Per Plans and Specifications, furnish all labor, materials, and equipment necessary, and Treat A and Dispose of Contaminated Groundwater, at a 1 LS $ rate of more than 500 gallons per minute up to b 800 gallons per minute during the entire e.0" groundwater dewatering operation Go Ovo.A� Per Plans and Specifications, furnish all labor, materials, and equipment necessary, and Treat B and Dispose of Contaminated Groundwater, at a 1 LS $ zoa $ rate of more than 800 gallons per minute up to e=eo 1,200 gallons per minute during the entire 6.r000.40 6J�ovu.da groundwater dewatering operation. C-17 If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY'S option, be considered null and void. Accompanying this proposal of bid, find Bid Bond in the amount of$ 10% of Bid which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check", or"Bidder's Bond", as the case may be). Bidder shall signify receipt of all Addenda here, if any: Addenda Date Received.. Bidders Signature No. 1 7/08/13 2 7/11/13 3 7/11/13 -7 13 C-18 LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid or $10,000, whichever is greater, and the portion of the work to be done by such subcontractor. Bid- Name and Address of Subcontractor.; State Class Dollar item(s) License Amount Contract' Number ivi •..fLtorin 66y C l � -tea, -�-�0 3 dl&CA j ?04 L77 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 famished by subcontractor for this project. C-19 NONCOLLUSION A)F')F'IDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on 7/15 , at Newport Beach , CA Date City State Fouad Houalla , being first duly sworn, deposes and says that he or she is President of Metro Bldrs & Ena Grip.— rp. 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. Metro Builders & Engineers Group, Ltd. Name of"-,,- e Fouad Houalla, President �) �rSignature of Bidder 2610 Avon Street Newport Beach, CA 92663 Address of Bidder C-20 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 WARNER AVENUE GRAVITY SEWER AND LIFT STATION # C REPLACEMENT PROJECT CC 1370, (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. Metro Builders & Engineers Group, Ltd. Contract Fouad Houalla ArBy President Title Date: July 15, 2013 C-21 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 $I No If the answer is yes, explain the circumstances in the space provided. C-22 Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever received a citation of any kind from any of the State of California's nine Regional Water Quality Control Boards? ❑ Yes No If the answer is yes, explain the circumstances in the space provided. Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-23 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. Metro Builders & Engineers Group, Ltd. Cj cto ,,.,,, r 4�- By Fouad Houal a President Title Date: July 15, 2013 C-24 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Metro Builders & Engineers Group, Ltd. Bidder Name 2610 Avon Street Business Address Newport Beach CA 92663 City, State Zip 949 515-4350 Telephone Number 597589 A, B, C-10 State Contractor's License No. and Class 7/03/1990 Original Date Issued 7/31/2014 Expiration Date The work site was inspected by Hossein xashfi of our office on July to , 2013 . The following are persons, firms, and corporations having a principal interest in this proposal: Houalla Enterprises, Ltd. DBA Metro Builders & Engineers Group, Ltd. Fouad Houalla - President, Secretary, & Treasurer C-25 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. Metro Builders & Engineers Group, Ltd. Company Name c` :: Signature of Bidder 4--C Fouad Houalla, President Printed or Typed Signature Subscribed and sworn to before me this day of , 201_ NOTARY PUBLIC NOTARY SEAL Bidder's Project History For the purposes of this project, the bidder shall provide project history of similar work, specifically referencing the construction of sanitary sewer lift stations of similar size, project work within an area containing high ground water and pipeline construction in high ground water regions with trench depths of 18-feet to the invert. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein. Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past five years: *** SEE ATTACHED LIST OF COMPLETED PROJECTS *** e and Address of Public Agency Name and hone No. of Project Manager: Contract Amount Type of Work Date Completed Provide project description: C-26 *** SEE ATTACHED LIST OF COMPLETED PROJECTS *** 2. Name and Address of Public Agency ame and Telephone No. of Project Manager: Contra%proj unt Type of Work ate Completed Providt description: 3. Name and Address of Public Agency Name and Telephone No. of Pro' ct Manager: Contract Amount Type of Work Date Completed Provide project des ption: C-27 Metro Builders and Engineers Group Ltd. Similar Projects 2610 Avon Street,suite A Newport Beach,CA 92663 (949)515-4350 Tel,(949)515-4351 FAX Owner: Sanitation Districts of Los Angeles County Contact: Bill Cheyne Phone Number: (562)908-4288 Project: JWPCP Dewatering Facility Location: 24501 S Figueroa St,Carson,CA Contract Value: $9,981,757.80 Description: Construction of dewatering facility,including concrete wet well,masonry building, equipment installation,electrical and instrumentation,utility relocations, site asphalt, and other site improvements %Done By Metro: 75 % Completion Date: 9/27/2013 Owner: City of Huntington Beach Contact: Safa Kamangar Phone Number: (949)585-0477 Project: Algonquin Sewer Lift Station Location: Algonquin St&Pearce Dr,Huntington Beach,CA Contract Value: $2,190,510.00 Description: Replacement of existing sewer lift station with new sewer lift station located in the street. Replacement of sewer force main at multiple locations. %Done By Metro: 85 % Completion Date: 8/15/2013 Owner: City of Palos Verdes Estates Contact: Floriza Rivera Phone Number: (310)378-0383 Project: Rocky Point Sewage Pump Station Location: 224 '/2 Rocky Point Road,Palos Verdes Estates,CA Contract Value: $1,489,891.00 Description: Construction of Emergency Wet Well,Rehabilitation of Existing Sewage Pump Station,Construction of new pipelines within streets associated with new improvements. %Done By Metro: 85 % Completion Date: 5/31/2013 Owner: Mojave Water Agency Contact: Pat Hanify Phone Number: (909)974-4971 Project: Upper River Well Field-Turnouts 3,4,6& 7 Location: Various Locations,Hesperia, CA Contract Value: $39691,350.00 Description: Construction of CMLC water main pipeline and turnout buildings at multiple sites. %Done By Metro: 75 % Completion Date: 12/31/2012 ..........................................•.................................................•..............................................•............. Completed and In-Progress Projects Page 1 of 7/22/2013 Metro Builders And engineers Group Ltd. Owner: City of Newport Beach Contact: Andy Tran,P.E. Phone Number: (949)644-3315 Project: Wastewater Pump Station Rehabilitation Location: Various Locations,Newport Beach,CA Contract Value: $1,994,112.00 Description: Rehabilitation of 4 existing sewer pump stations and replacement of 1 sewer pump station. %Done By Metro: 65 % Completion Date: 7/1/2011 Owner: City of Los Angeles-Board of Recreation and Park Contact: Alice Gong Phone Number: (213)485-3996 Project: Reseda Lake Park Rehabilitation PRJ 1200K Location: 18411 Victory Blvd,Reseda,CA 91335 Contract Value: $721,711.00 Description: Drain existing lake,rehabilitation of lake bottom,construct aeration system, construct skimmer boxes,installation of floating islands and planting. %Done By Metro: 75 % Completion Date: 4/19/2011 Owner: City of Norco Contact: David Gilbertson Phone Number: (909)594-9702 Project: Reservoir No 4 Booster Pump Station Location: Norco,CA Contract Value: $563,580.00 Description: Construction of Booster Pump Station,including steel pipeline,site electrical improvements,masonry walls,new pump house, installation of new pumps and associated electrical and instrumentation. %Done By Metro: 85 % Completion Date: 4/1/2010 Owner: City of Los Angeles-Bureau of Engineering Contact: David Copp Phone Number: (213)485-1625 Project: Air Treatment Facility at La Cienega and Jefferson Location: 3410 S La Cienega Blvd,Los Angeles,CA Contract Value: $13,385,862.06 Description: Construction of Air Treatment Facility--25'deep shoring,concrete basement, pumping equipment,sewer odor control equipment,electrical and instrumentation. %Done By Metro: 75 % Completion Date: 3/25/2010 ...........................................................................•...•...............•.........................................•............... Completed and In-Progress Projects Page 2 of 3 7/22/2013 Metro Builders And engineers Group Ltd. Owner: Elsinore Valley Municipal Water District Contact: Chad Merrill Phone Number: (909)831-4532 Project: Back Basin Groudwater Treatment Location: 601 Malaga Rd,Lake Elsinore,CA Contract Value: $8,211,711.00 Description: Construction of Groundwater Treatment Plant including pumping equipment,water treatment equipment,electrical and instrumentation. Also included sewer lift station. %Done By Metro: 65 % Completion Date: 9/l/2008 ......................................................................................................................................................... Completed and In-Progress Projects Page 3 of 3 7/22/2013 Metro Builders And engineers Group Ltd. Bidder's Critical Staff Listed below are the names of the bidders proposed Construction Project Manager, and Superintendent. For each of these critical positions, please list at least three projects for which the critical staff has performed similar work within the last five years. These projects do not have to be under the employment of the bidder of this project. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein. 1. Hossein Kashfi Name of proposed Project Manager Telephone No. of proposed Project Manager: (714) 813-2 0 5 6 *** SEE ATTACHED LIST OF PROJECTS *** Project Nam ontract Amount Type of Work Dat mpleted Project Name & Contract Amount Type o Date Completed Project & Contract Amount Type of Work Date leted 2. Hossein Kashfi Name of proposed Superintendent Telephone No. of proposed Superintendent: (714) 813-2 0 5 6 *** SEE ATTACHED LIST OF PROJECTS *** Project Nam Contract Amount Type of Work Date p eted Project Name & Contract Amount Type o Date Completed Project N Contract Amount Type of Work Date leted C-28 Metro Builders and Engineers Group Ltd. Project Experience — 2610 Avon Street,suite A Hossein Kashfi Newport Beach,CA 92663 (949)515-4350 Tel,(949)515-4351 FAX Owner: Sanitation Districts of Los Angeles County Contact: Bill Cheyne Phone Number: (562)908-4288 Project: JWPCP Dewatering Facility Location: 24501 S Figueroa St, Carson,CA Contract Value: $9,981,757.80 Description: Construction of dewatering facility, including concrete wet well,masonry building, equipment installation,electrical and instrumentation,utility relocations,site asphalt, and other site improvements %Done By Metro: 75 % Completion Date: 9/27/2013 Owner: City of Palos Verdes Estates Contact: Floriza Rivera Phone Number: (310)378-0383 Project: Rocky Point Sewage Pump Station Location: 224 '/z Rocky Point Road,Palos Verdes Estates,CA Contract Value: $1,489,891.00 Description: Construction of Emergency Wet Well,Rehabilitation of Existing Sewage Pump Station, Construction of new pipelines within streets associated with new improvements. %Done By Metro: 85 % Completion Date: 5/31/2013 Owner: City of Newport Beach Contact: Andy Tran,P.E. Phone Number: (949)644-3315 Project: Wastewater Pump Station Rehabilitation Location: Various Locations,Newport Beach,CA Contract Value: $1,994,112.00 Description: Rehabilitation of 4 existing sewer pump stations and replacement of 1 sewer pump station. %Done By Metro: 65 % Completion Date: 7/1/2011 Owner: Elsinore Valley Municipal Water District Contact: Chad Merrill Phone Number: (909)831-4532 Project: Back Basin Groudwater Treatment Location: 601 Malaga Rd,Lake Elsinore,CA Contract Value: $8,211,711.00 Description: Construction of Groundwater Treatment Plant including pumping equipment,water treatment equipment,electrical and instrumentation. Also included sewer lift station. %Done By Metro: 65 % Completion Date: 9/1/2008 ......................................................................................................................................................... Completed and In-Progress Projects Page 1 of 7/22/2013 Metro Builders And engineers Group Ltd. Owner: Jurupa Community Services District Contact: Umesh Shah Phone Number: (951)685-7434 Project: Roger D.Teagarden ion exchange water treatment pl Location: 4150 Etiwanda Ave.,Mira Loma, CA 91752 Contract Value: $2,279,176.42 Description: Water Treatment Plant %Done By Metro: 85 % Completion Date: 6/1/2007 Owner: City of San Buenaventura Contact: Lucho Rodriguez Phone Number: (858)658-4789 Project: VWRF Odor Control Project Location: Ventura,CA Contract Value: $987,001.00 Description: Odor Control improvements %Done By Metro: 65 % Completion Date: 5/21/2007 Owner: City of Dana Point Contact: Archie Rempher Phone Number: (760)525-8641 Project: Salt Creek Ozone Treatment Facility Location: Dana Point,Ca Contract Value: $4,586,814.00 Description: Ozone Water Treatment Facility. Construction of collection structure within creek bottom. Included pumping equipment,ozone treatment equipmpent,and electrical and instrumentation. %Done By Metro: 65 % Completion Date: 12/1/2005 ......................................................................................................................................................... Completed and In-Progress Projects Page 2 of 2 7/22/2013 Metro Builders And engineers Group Ltd. CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§ 1189 State of California County of On -4-1 IA 1013 before me, ifyN. ate (1 Het Insert Name the Officer personally appeared -7 Name(s)of Signer(s) who proved to me on the basis of satisf tory evidence to be the perso whose name Is/ re subscribed to within instrument and ack owledged me that he/ a/they executed the same in er/their au orized capacity > , and that by er/their signature on a Instrument the SHELLY JEAN IRVINE person�,a'f, or the entity upon behalf of which the t.b Commission#2018464 a "=.e Notary Public California i person acted, executed the instrument. Z:A._. z '' Orange County M Comm. Ex Tres Apr 7,2017+ 1 certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signatur . Place Notary Seal Above OPTIONAL Si re of Notary Public 1,7 Though the information below is not required by law, it may pro luable to ons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: ❑ Corporate Officer—Title(s): ❑Corporate Officer—Title(s): ❑ Individual ❑ Individual ❑ Partner—❑Limited ❑General Top of thumb here ❑ Partner—❑ Limited ❑General Top of thumb here ❑ Attorney in Fact ❑Attorney in Fact ❑ Trustee ❑Trustee ❑ Guardian or Conservator ❑Guardian or Conservator ❑ Other: ❑Other: Signer Is Representing: Signer Is Representing: 0 2010 National Notary Association•National Notary.org•1-800-US NOTARY(1-800-876-6827) Item#5907 --A Document A,31 OTM - 2010 Bid Bored CONTRACTOR: SURETY: (Name, legal status and address) Name, legal status and principal place Metro Builders&Engineers Group, Ltd. gf'bnainessj Western Surety Company 2610 Avon Street,Suite A Wes Frazee Road,Suite 801 This document has important legal Newport Beach,CA 92663 San Diego,CA 92108 consequences,Consuftation with OWNER: an attorney is encouraged with (Name, legal status and address) respect to Its completion or CITY OF HUNTINGTON BEACH modiflcatian. 2000 Main Street Any singular reference to Huntington Beach,California 92648 Contractor,Surety,Owner or BOND AAL!OUNT: Ten Percent of the Total Amount Bid(10%) other party shall be considered plural where applicable PROJECT: CC No. 1370 (Vame,location or address, and Project number, if any) WARNER AVENUE GRAVITY SEWER AND LIFT STATION#C REPLACEMENT PROJECT The Contractor and Surety are bound to the Owner in the amount set forth above,for the payrnent of which the Contractor and Surety bind themselves,their heirs,executors,administrators,successors and assigns,jointly and seyerally,as provided herein.The conditions of this Bonet are such that if the Owner accepts the bid of the Conrracror within the time specified in the bid documents,or within such time period as may be agreed to by the Owner and Contractor,and the Contractor either(1)enters into a contract with the Owner in accordance with the terms of such bid,and gives such bond or bonds as may be specified in the bidding or Contract Documents,with a surety admitted in the jurisdiction of the Project and otherwise acceptable to the Owner,for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof;or(2)pays to the Owner the difference,not to exceed the amount of this Bond,between the amount specified in said bid and such larger amount for which the Owner may in good faith contract with another party to per-forrri the work covered by said bid,then this obligation shall be null and void,otherwise to remain in full force and effect.The Surety hereby waives any notice of an agreement between the Owner and Contractor to extend the time in which the Owner may accept the bid.Waiver of notice by the Surety shall not apply to any extension exceeding sixty(60)days in the aggregate beyond the time for acceptance of bills specified in the bid documents,and the Owner and Contractor shall obtain the Surety's consent for an extension beyond sixty(60)days. If this Bond is issued in connection with a subcontractor's bid to a Contractor,the term Contractor in this Bond shalt be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. When this Bond has been furnished to comply with a statutory or other legal requirement in the location of the Project, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein,When so famished,the intent is that this Bond shall be construed as a statutory band a common law bond. Signed and sealed this 9th day of July,2013 Metro Builders&Engineers Gro , Lt (Principal) (Seal}- M 8B) DJf4 Y� �}p t//'t l Lf� Lfc S rr�EA 1 T ter Wesestern Surety mpany (Surety) ' (Seal) 'rune s jT'ide} ase a dton, orney-in- ac ALA Document A310m—2010.Copyright 019&3,1970 and 2010hyTheArr6ican Instfrute of Architects- Western Surety Company POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT Know All Men By These Presents,That WESTERN SURETY COMPANY,a South Dakota corporation,is a duly organized and existing corporation having its principal office in the City of Sioux Falls,and State of South Dakota,and that it does by virtue of the signature and seal herein affixed hereby make,constitute and appoint Jeffrey W Cavignac,James P Schabarum 11, Gerrit E Brouwer,Jase Hamilton,Individually of San Diego, CA, its true and lawful Attomey(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on its behalf bonds,undertakings and other obligatory instruments of similar nature In Unlimited Amounts - and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said Attorney,pursuant to the authority hereby given,are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By-Law printed on the reverse hereof,duly adopted,as indicated,by the shareholders of the corporation. In Witness Whereof, WESTERN SURETY COMPANY has caused these presents to be signed by its Vice President and its corporate seal to be hereto affixed on this 19th day of June,2013. WESTERN SURETY COMPANY mQ7� POq".v; '4>vTN DAK�� aul T.Bmflat,Vice President State of South Dakota l JT County of Minnehaha ss On this 19th day of June,2013,before me personally came Paul T.Bruflat,to me known,who,being by me duly swom,did depose and say: that he resides in the City of Sioux Falls,State of South Dakota;that he is the Vice President of WESTERN SURETY COMPANY described in and which executed the above instrument; that he knows the seal of said corporation;that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority,and acknowledges same to be the act and deed of said corporation. My commission expires J.MOHR 1 s NOTARY PUBLIC ^ p pt June 23,2015 r SEAL J aSEAL SOUTH DAKOTA s s �Q/YV✓ J.Mohr,Notary Public CERTIFICATE I, L. Nelson, Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in force,and further certify that the By-Law of the corporation printed on the reverse hereof is(,till in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said corporation this day of J U L 9 2013 ayO�,VRET}'w, Q�s.--•...�o, WESTERN SURETY COMPANY =W:�I �:Dz i2&Zd L.Nelson,Assistant Secretary Form F4280-7-2012 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT STATE OF CALIFORNIA County of San Diego On 07/09/13 before me, Julia P. Plemmons, Notary Public Date Here Insert Name and Title of the Officer personally appeared Gerrit E. Brouwer Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the JULIA P. PtEMMONS person(s), or the entity upon behalf of which the person(s) Commission # 1972967 acted, executed the instrument. a-F=,�` Notary Public-California z z �';�% y° D I certify under PENALTY OF PERJURY under the laws of San Diego County the State of California that the foregoing paragraph is true My Comm.Expires Apr 17,2016 and correct. Witness my h nd and i is Signature �� Place Notary Seal Above Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Bid Bond - Metro Builders & Engineers Group, Ltd. Document Date:07/09/13 Number of Pages: 1 Signer(s) Other Than Named Above: None Capacity(ies) Claimed by Signer(s) Signer's Name: Gerrit E. Brouwer Signer's Name: ❑ Individual ❑ Individual ❑ Corporate Officer—Title(s): ❑ Corporate Officer—Title(s): ❑ Partner—❑ Limited❑ General ❑ Partner—❑ Limited❑ General C� Attorney in Fact ❑ Attorney in Fact ❑ Trustee ❑ Trustee ❑ Guardian or Conservator Top of thumb here ❑ Guardian or Conservator Top Mof th7here ❑ Other: El Other: Signer Is Representing: i Signer Is Representing: Western Surety Company 0. 1 ® City of Huntington Beach 2000 Main Street ♦ Huntington Beach, CA 92648 e (714) 536-5227 ♦ www.huntingtonbeachca.gov s *E Office of the City Clerk 6 17 1909"P � Joan L. Flynn, City Clerk September 25, 2013 Paulus Engineering, Inc. 2871 E. Coronado Street Anaheim, CA 92806 RE: Warner Avenue Gravity Sewer Station — CC-1370 Enclosed please find your original bid bond for CC-1370. Sincerely, ' ` Joan L. Flynn, CIVIC City Clerk JF:pe Enclosure Sister Cities: Anjo, Japan ♦ Waitakere, New Zealand Paulus Engineering,Inc. 2871 E. Coronado Street Anaheim, GA 92806m25O4 w� 4velile- f j-vJ7 SECTION C PER ADDENDUM NO . TWO PROPOSAL for the construction of WARNER AVENUE GRAVITY SEWER AND LIFT STATION# C REPLACEMENT PROJECT on WARNER AVENUE BETWEEN PACIFIC COAST HIGHWAY AND EDGEWATER LANE& PACIFIC COAST HIGHWAY BETWEEN 2ND ST.AND WARNER AVENUE CC No. 1370 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 220 working days, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 BIDDING SCHEDULE THE CITY OF HUNTINGTON BEACH WARNER AVENUE GRAVITY SEWER IMPROVEMENTS PROJECT CC-1370 Bid ' Estimated Description Unit Unit Price Total Price Item Quantity Per Plans and Specifications, furnish all labor, 1 material and equipment to mobilize, demobilize, 1 LS ocv $ ; 6 oav and provide cleanup of construction site: provide all bonds, insurance, and obtain all permits. Comply with the Regulations of the California Coastal Commission and State Lands; ^ 2 implement the mitigation measures contained 1 LS $ $Z� 060 in the Mitigated Negative Declaration; prevent migration of runoff, soils, debris, and other materials into the Bolsa Chica Wetlands; and maintain compliance throughout the project. Furnish a qualified archaeological, 3 palentological, and Native American 1 EA ($v ODo $ Dp o c) construction monitor, for observing and documenting all excavations conducted during the course of the project. Reset existing survey monument in standard monument well; file corner record to O 06 4 perpetuate the monument with a minimum of four 3 EA $ DDT $ tie points per Appendix Q of the Specifications Verify existence of survey monument; reset monument in kind and tagged in standard Da �� 5 monument well if found; file corner record with 3 EA $ $ a minimum of four tie points per Appendix Q of the Specifications. Per Plans and Specifications, furnish all labor, materials and equipment to Pothole and locate horizontal and vertical positions of all existing $ 6 utilities in the vicinity of the work. Prepare a 1 LS $7 � 7D a06 report and submit it to the City a minimum of four (4) weeks prior to start of construction to allow revisions to current design. C-2 Per Plans and Specifications, furnish all labor, materials, and equipment as required to develop a Construction Traffic Control Plan (to supplement or revise the design provided in the Plans if deemed necessary by the Bidder), prepared by a California Registered Traffic $ 7 Engineer, for favorable review by the City and 1 LS $006 17i5 ooD Caltrans; and implement the plan to provide o?�, public convenience, safety and traffic control; including warning signs, high level warning devices, delineators, regulatory signs, barricades, and recessed trench plate bridging throughout the roect. Per Plans and Specifications, furnish all labor, materials, and equipment as required, and develop, design, and implement trench and excavation safety measures, including shoring plans prepared by a California Registered �✓S�jGba'Q`� t/rd,000 Structural Engineer, incorporating the requirements of the dewatering plan and any 8 additional geotechnical work performed by the 1 LS $ $ Contractor in the shoring plan; and implement the plan to provide trench and excavation safety including sheeting, shoring, and bracing, or equivalent method for the protection of life and limb in trenches, pump station excavation, valve vault excavation, and open excavation; and protection of all adjacent structures in conformance with applicable safety orders. Per Plans and Specifications, develop a Dewatering Plan prepared by a California Registered Geotechnical Engineer, incorporating the requirements of the shoring plan o0 and any additional geotechnical information required and developed by the Contractor; furnish all labor, material, and equipment as required and 9 obtain NPDES permit from the Regional Water 1 LS Quality Control Board, well drilling and destruction permits from Orange County Health Department; conduct any field testing required for the design of the dewatering system; implement dewatering; properly remove the dewatering system, including the dewatering and existing and Contractor installed monitoring wells, when it is no longer needed. Per Plans and Specifications, furnish all labor, materials, and equipment necessary, and 10 maintain sewer flows throughout the project 1 LS $12306b $ during the entire construction period, including ZZ 0d° bypass pumping, use of Vactor trucks and all appurtenances necessary. Per Plans and Specifications, furnish all labor, ,O.0 pap_ materials, and equipment necessary, and treat $ 11 and dispose of contaminated groundwater, up 1 LS to 1200 gallons per minute during the groundwater dewatering operation. C-3 Per Plans and Specifications, provide the services of a California Registered Geotechnical Engineer with experience in all elements of the project, and provide all services related to designing, conducting all necessary $ 12 testing needed for design, and providing 1 LS recommendations to the Contractor for and during the construction of the dewatering system including dewatering and monitoring wells, foundation work, design of the flowable fill material (controlled low strength material), and all other appurtenant work. CONSTRUCTION OF CITY OF HUNTINGTON BEACH SEWER-LIFT STATION B TO MANHOLE NOA AT PCH AND WARNER AVENUE,AND LATERALS A AND C Per Plans and Specifications, furnish all labor, materials, and equipment necessary, and clear, grub, and strip the area of the City of Huntington Beach Lift Station B and Lateral A 13 and C, sites, and legally dispose of all removed 1 LS Ud materials, including all landscaping, asphalt concrete and Portland cement concrete paving, curb, gutter, sidewalk, conduits, wires, irrigation piping, pull boxes, and all appurtenant work Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 14 construct 15-inch diameter extra strength 538 LF $ Ob $pD Vitrified Clay Pipe (VCP) sewer from MH No.1 to MH No.4, and all appurtenances per City Std. Plan 502. Per Plans and Specifications, furnish all labor, material and equipment necessary, and construct q 15 4-foot diameter sewer manhole over existing 1 EA $ N le-V— w sewer, with 125 mil Sancon 100 coating on all 9i-70oA interior surfaces, including base per City Std. Plan 504 and 505, maintain sewer flows. Per Plans and Specifications, furnish all labor, materials and equipment necessary to construct 16 4-foot diameter sewer manhole with 125 mil 2 EA $1,300- � Sancon 100 coating on all interior surfaces, including base, per City Std. Plan 504 and 505. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and remove existing 4-foot diameter manhole and base, construct new 4-foot diameter sewer manhole $ 17 with 125 mil Sancon 100 coating on all interior 2 EA $1OLTWip 1 100 surfaces, including base per City Std. Plan 504 and 505; maintain sewer flows; replace curb, gutter and all other improvements damaged to nearest joint C-4 Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 18 construct 6-inch diameter extra strength VCP 65 LF $ayo-9 �Ig sewer(Laterals A and C), and all appurtenances per City Std. Plan 502. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and remove 19 and dispose of existing sewer manhole and 1 EA s2oo $ base to 7 feet below existing grade minimum, Z7Do backfill remaining structure and excavation with low strength slurry mix. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 20 abandon existing 10-inch VCP sewer line in 650 LF $ place between Lift Station B and south of 31?!000 Warner Avenue centerline; and fill with low strength slurry mix. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and remove and replace 355 feet of existing stamped 21 concrete median along Pacific Coast Highway 1 LS $ate- $ 24"ear north of Warner Avenue; protect existing traffic signal pole, pull boxes, conduits and wires in lace. Per Plans and Specifications, furnish all labor, 22 materials, and equipment necessary, and remove 529 CY $25� $ contaminated soil from excavations and 32 250 dispose of properly. CONSTRUCTION OF SUNSET BEACH SANITARY DISTRICT SEWER IMPROVEMENTS SUNSET BEACH SANITARY DISTRICT LIFT STATION TO MANHOLE No.4 AT PACIFIC COAST HIGHWAY AND WARNER AVENUE Per Plans and Specifications, furnish all labor, materials, equipment necessary, and clear, grub, and strip the area of the Sunset Beach Sanitary District Lift Station site, and legally $ 23 dispose of all removed materials, including all 1 LS $Z_��s Z5 noa landscaping, asphalt concrete and Portland cement concrete paving, curb, gutter, sidewalk, conduits, wires, irrigation piping, pull boxes, controls, and all appurtenant work. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 24 construct 10-inch diameter extra strength VCP 227 LF $�2� $ Sunset Beach Sanitary District sewer (Lateral ° 71/0 B), per City Std. Plan 502 and as noted on the plans. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct 22 feet of 6-inch diameter AWWA $ 25 C900 DR14 PVC Sunset Beach Sanitary 1 LS ,$ District sewer per City Std. Plan 502; 6-inch PVC Wye, cleanout, connection to existing forcemain, and all appurtenances C-5 Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct 4-foot diameter sewer manhole over 26 existing sewer with 125 mil Sancon 100 coating 1 EA $79Cb on all interior surfaces, including base, per City Std. Plan 504 and 505, with SBSD manhole cover; maintain sewer flows Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct 5-foot diameter sewer manhole 27 (Metering Manhole) with 125 mil Sancon 100 1 EA $lu,00�=� coating on all interior surfaces, including base per City Std. Plan 504 and 505, with SBSD manhole cover. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 28 construct 4-foot diameter sewer manhole with 1 EA $8r9ooa" �9 ' 125 mil Sancon 100 coating on all interior O� surfaces, including base per City Std. Plan 504 and 505,with SBSD manhole cover. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 29 construct 2-inch diameter Schedule 80 PVC 1 LS Ood $ conduit with pull rope from Metering Manhole to new pullbox behind curb; intercept existing conduit, and wires. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 30 abandon 340 feet of existing 6-inch sewer 1 LS $5 $ forcemain located upstream and downstream Soaa of SBSD Lift Station in place and fill with low strength slurry mix. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and demolish existing Sunset Beach Sanitary District Lift Station, including removal of all equipment within the existing Lift Station, cleaning of the wet well, removal of the top 5 feet of the $ 31 structure, backfilling of remaining dry well, wet 1 LS well, and access structures with Class 100-E-100 slurry, filling of the abandoned 10-inch VCP sewer with low strength slurry mix, backfilling of the top 5-feet with approved materials; removal of all curb, gutter, sidewalk; asphalt concrete paving, and all appurtenant work. Per Plans and Specifications furnish all labor, materials and equipment necessary, and replace 32 all curb, gutter, crossgutters, sidewalk, and 1 LS $ b flDo $ asphalt concrete paving, and all appurtenant ( o0 work at the Sunset Beach Sanitary District Lift Station site per City's approval. C-6 CONSTRUCTION OF SEWER FROM MANHOLE NOA AT PCH AND WARNER AVENUE TO NEW LIFT STATION C INCLUDING LATERALS D,E,AND F Per Plans and Specifications, furnish all labor, materials and equipment necessary, and $ 33 construct 15-inch diameter extra strength VCP 367 LF $ V T�7aD sewer from Manhole No.4 to new Lift Station C, per City Std. Plan 502. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 34 construct 5-foot diameter sewer manhole with 4 EA D$ 125 mil Sancon 100 coating on all interior surfaces, including base per City Std. Plan 504 and 505, Per Plans and Specifications, furnish all labor, 35 materials and equipment necessary, and 1 LS $ $ construct sewer lateral; connect to existing /5o 6 lateral per City Std. Plan 507. Per Plans and Specifications, furnish all labor, 36 materials and equipment necessary, and 56 LF $ construct 6-inch diameter extra strength VCP sewer(Lateral D), per City Std. Plan 502. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and remove existing 4-foot diameter manhole and base at 37 the beginning of Lateral D; construct 4-foot 1 EA $q349 ° $ J diameter sewer manhole with 125 mil Sancon �`" �i3,00 100 coating on all interior surfaces, including base per City Std. Plan 504 and 505; maintain sewer flows. Per Plans and Specifications, furnish all labor, material and equipment necessary, and construct w $ 38 10-inch diameter extra strength VCP sewer 131 LF (Lateral E) and all appurtenances, per City Std. Plan 502. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and remove existing 4-foot diameter manhole and base at the beginning of Lateral E; construct 4-foot 39 diameter sewer manhole with 125 mil Sancon 1 EA $ $ 100 coating on all interior surfaces, including base � `� per City Std. Plan 504 and 505; maintain sewer slows; install and maintain BMPs 15 feet beyond work area to prevent migration of runoff and soils into the Bolsa Chica Wetlands. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 40 construct 8-inch diameter extra strength VCP 149 LF sewer (Lateral F), per City Std. Plan 502, and all appurtenances including the 8-inch Schedule 80 PVC drop pipe in the wet well. C-7 Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 41 construct 4-foot diameter sewer manhole along 3 EA $ $ Lateral F, with 125 mil Sancon 100 coating on all oo� interior surfaces, including base per City Std. Plan 504 and 505. Per Plans and Specifications, furnish all labor, 42 materials, and equipment necessary, and remove 2 980 CY $S50 $ contaminated soil from excavations and dispose of properly. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 43 abandon existing 12 -inch VCP sewer in 510 LF $l� Warner Avenue between PCH and existing Lift f76 u Station C in-place and fill with low strength slurry mix. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and abandon existing 8 -inch VCP sewer across 44 Warner Avenue between Warner Avenue Fire 110 LF $12 ! 32� Station lateral and existing 12-inch sewer in Warner Avenue, and fill with low strength slurry mix. CONSTRUCTION OF SEWER FORCEMAIN AND GRAVITY SEWER FROM NEW LIFT STATION C TO EDGEWATER LANE Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct 12-inch diameter 40 mil ceramic epoxy lined Class 350 Ductile Iron sewer 45 forcemain pipe from new Lift Station C Valve 474 LF Vault to Warner Avenue Bridge, including the double ball flexible expansion joint and insulating flange on the west side of the Bridge, per City Std. Plan 606. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct 12-inch diameter Schedule 40 46 Stainless Steel sewer forcemain pipe (all joints 101 LF WC g 76 welded), including pipe support brackets, roller supports, all appurtenances and Welder Inspection.. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct 12-inch diameter AWWA C900 DR14 47 PVC sewer forcemain pipe between the 12" 1 LS $V--LZS $ S stainless steel forcemain and Manhole No.8, including the double ball flexible expansion joint, fittings, drop manhole connection, concrete encasement, and all appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 7 $ 48 construct 2" sewer air/vacuum, including 2" 316 1 EA $ 0 �p stainless steel pipe, supports, and all appurtenances to Sewer Manhole No. 8. C-8 Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 49 construct 12-inch forcemain cleanout, including 2 EA $l'�c/�, $ 12"wye, eccentric plug valve, valve can assemby, 00 ceramic epoxy lined Class 53 ductile iron piping, manhole, and all appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 50 construct anode test station with five (5) 48-lb 1 LS $ 0 2o$ magnesium anodes, test box, and all appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and $ 51 construct anode test station with two (2) 48-lb 1 LS magnesium anodes (one on each forcemain), test box, and all appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and $ 52 construct anode test station with one (1) 48-lb 1 LS magnesium anode, test box, and all appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and $ 53 construct buried insulating flange test box per 1 LS $ 2a'o COO Huntington Beach Std. Plan 634, and all appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct 15-inch diameter extra strength VCP $ 54 sewer from Manhole No.8 on the east side of 2101 LF $I/b0 2 �� o0 Warner Avenue Bridge to existing 6-foot diameter 10 Manhole south of Edgewater Lane per City Std. Plan 502. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 55 construct 4-foot diameter sewer drop manhole 1 EA $13 °' $ with 125 mil Sancon 100 coating on all interior surfaces, including base per City Std. Plan. 504 and 505. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 56 construct 4-foot diameter sewer manhole with 4 EA $9/00-0 37$ 125 mil Sancon 100 coating on all interior surfaces, including base per City Std. Plan. 504 and 505. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 57 construct 4-foot diameter sewer manhole over 1 EA $q $ existing sewer, with 125 mil Sancon 100 coatings on all interior surfaces, including base per City Std. Plan 504 and 505; maintain sewer flows. C-9 Per Plans and Specifications, furnish all labor, materials and equipment necessary, and remove existing manhole and base to minimum 1-foot 58 below proposed manhole; construct 4-foot 1 EA $� ' g$�� diameter sewer manhole with 125 mil Sancon 100 coating on all interior surfaces, including base per City Std. Plan 504 and 505; maintain sewer flows. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 59 construct 5-foot diameter sewer manhole with 1 EA $ 125 mil Sancon 100 coating on all interior 's surfaces, including base per City Std. Plan. 504 and 505. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and 60 construct temporary connection of existing 8- 1 LS $gam �6 inch AC forcemain to Sewer Manhole No.8; remove when no longer needed. Per Plans and Specifications furnish all labor, materials and equipment necessary, and remove $ 61 existing 8-inch sewer forcemain on the north 1 LS side of the Warner Avenue Bridge, including all T appurtenant work. Per Plans and Specifications furnish all labor, 62 materials and equipment necessary, and 312 LF $ (3 $ abandon existing 8-inch AC sewer forcemain0 in place and fill with low strength slurry mix. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and abandon existing 12 -inch VCP sewer in 63 Warner Avenue between the east side of 1018 LF $ Warner Avenue Bridge and east of Sceptre IL4 Lane, including the 8-inch sewer south of Manhole No. 12, and fill with low strength slurry mix. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and abandon existing 15 -inch VCP sewer in 64 Warner Avenue between the east side of 1145 LF $1 S �� $ Sceptre Lane and Edgewater Lane, including IZ75 two short reaches of 15-inch and one reach of 8-inch sewer north of abondoned Lift Station D, and fill with low strength slurry mix. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and J abandon existing 24 -inch VCP sewer in 1948 LF $ 7i I $ 65 e Warner Avenue between the east side of �Z Warner Avenue Bridge and Edgewater Lane and fill with low strength slurry mix. C-10 Per Plans and Specifications, furnish all labor, materials and equipment necessary, and remove and dispose of sewer manhole on existing 12- inch and 15-inch VCP sewers between east of $ 66 Warner Avenue Bridge and abandoned Lift 8 EA $ (yoo 2OO station D, including one north of the lift station, to 7 feet below existing grade minimum, backfill remaining structure and excavation with low strength slurry mix. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and remove 67 and dispose of sewer manhole on existing 24- 2 EA $(606 $ inch VCP sewer to 7 feet below existing grade minimum, backfill remaining structure and excavation with a low strength slurry mix. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and remove 68 and dispose of sewer manhole on existing 24- 1 EA $1606 $ inch VCP sewer to minimum 1-foot below ('P o proposed sewer, backfill remaining structure and excavation with a low strength slurry mix. Per Plans and Specifications, furnish all labor, materials, and equipment necessary, and remove nC 69 contaminated soil from excavations between 845 CY $ L�0 V $ D new Lift Station C and Edgewater Lane, and dispose of properly NEW LIFT STATION"C"CONSTRUCTION Per Plans and Specifications, furnish all labor, materials, equipment necessary, and remove five (5) Mexican Fan Palms, store and maintain them viably, and transplant them at the end of the project; clear, grub, and strip the new Lift Station C site, and legally dispose $ 70 of all removed materials, including all 1 LS $ 5 D4b lSoec, landscaping, asphalt concrete and Portland cement concrete paving, curb, gutter, sidewalk, masonry block wall, stamped concrete paving, conduits, wires, irrigation piping, pull boxes, Portland concrete swales, and all appurtenant work. Per Plans and Specifications, furnish all labor, materials, equipment necessary, coordinate with $ 71 Verizon and construct 4-inch Schedule 80 PVC 1 LS $11790 IJ706 conduit with pull rope, and pull boxes to relocate existing Verizon conduit and wires Per Plans and Specifications, Furnish all labor, materials and equipment necessary and install 30 feet long, 10 feet wide, 21.5 feet deep (inside dimensions) reinforced concrete, T-Lock lined $ 72 wet well with H-20 rated 316 stainless steel 1 LS s 7co access hatch; concrete fillet with 125 mil Sancon 100 coating system; coating of exterior surfaces with minimum 16 mil coal tar epoxy; and all appurtenances. C-11 Per Plans and Specifications, furnish all labor, materials and equipment necessary and install 15 ft long, 10 ft wide, and 8 ft deep (inside dimensions) reinforced concrete valve vault, $ 73 including shoring, excavation, dewatering, coating 1 LS $ao the exterior surfaces with minimum 16-mil coal tar epoxy, backfill, H-20 rated aluminum 4-door access hatch, 316 stainless steel ladders, sump, and all appurtenances. Per Plans and Specifications, Furnish all labor, materials and equipment necessary and Install Wet Well Mechanical Equipment, including 40 HP, 1200 gpm recessed impeller slide-rail submersible pumps and motors; 316 stainless steel 6"x12" fastout discharge elbows; 12-inch 74 316 stainless steel discharge piping within the wet 1 LS $3__2000 well and through the wet well wall, fittings and support brackets; 316 stainless steel slide-rail system, guide brackets, lifting cables and bails; 316 stainless steel cable racks, submersible pressure level transducers; float switch; and all appurtenances. Per Plans and Specifications, Furnish all labor, materials and equipment necessary and Install Valve Vault Mechanical Equipment, including pipe, fittings, couplings, and insulating flanges; $ 75 valves; magnetic flow meter, pressure sensor with 1 LS $� �� i,,, „ transmitter, 316 stainless steel pipe supports, bypass connection; sump drip system, discharge piping and valves to wet well; and all appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary and construct discharge piping between the wet well and valve 76 vault, including buried insulating flange kits; 1 LS sW oo0* double ball force balanced flexible expansion joints; 40 mil ceramic epoxy lined Class 53 ductile iron pipe, and all appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary and construct 1-inch water service from the 14-inch AC pipe in Warner Avenue per City of Huntington Beach Std. Plan 602, including hot tapping of the 14-inch 77 pipe; wrapped 1-inch Type K copper tubing; 1 LS $ �O $Oo meter, reduced pressure principle backflow preventer in stainless steel protective cage; Type K copper piping to the valve vault, quick connect assembly, and hose bib near the wet well; and all appurtenances. C-12 Per Plans and Specifications, furnish all labor, materials, equipment necessary to coordinate with SCE and construct 5-inch conduit with pull rope from existing transformer near the Warner Avenue Fire Station to the existing transformer at the EVA Platform Booster 78 Pump Station site; coordinate replacement of 1 LS $Z�aov e9 oao existing transformer with a larger one; construct 8x6 transformer pad; construct 5- inch conduit with pull rope from the transformaer to SCE meter pedastal; construct meter pedestal and bollards, and all appurtenant work. Per Plans and Specifications, furnish all labor, 79 materials and equipment necessary to coordinate 1 LS $35 $ with Verizon, and construct permanent telephone service for the project. Per Plans and Specifications, furnish all labor, materials and equipment necessary to coordinate $ 80 with Southern California Gas Company, and 1 LS $Soaa construct 5�- permanent natural gas service for the o project. Per Plans and Specifications, furnish all labor, materials and equipment necessary to coordinate 81 with DCOR, and relocate the EVA Platform 1 LS $50,000 $50,000 Booster Pump Station's 4-inch diameter discharge pipe(Allowance No.1). Per Plans and Specifications, furnish, all labor, materials and equipment necessary and Install Electrical Equipment; including grounding 82 system, conduits, wires, cables, pull boxes, hand 1 LS $ holes, junction boxes, pads, receptacles, )5 lob switches, lights, manual transfer switch, instruments, intrusion alarms, and appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary and install electrical enclosure and equipment; including $ 83 316 stainless steel NEMA 3R enclosure, 1 LS integrated pump control panel, RTU cabinet with PLC, solid state starters with bypass contactors, automatic transfer switch, and all appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and design $ 84 and install 25.5-foot long and 5-foot wide pre- 1 LS engineered aluminum canopy, including posts,foundation; and all appurtenances. C-13 Per Plans and Specifications, Furnish all labor, materials and equipment necessary and install 125 M natural gas and propane dual fuel emergency generator set in a sound 85 attenuated aluminum enclosure, including all 1 LS $ i oLOb $ conduits, wires, pipes, controls, and all $6a appurtenances; demonstrate proper operation with each fuel during the testing of the pump station to full satisfaction of the City of Huntington Beach. Per Plans and Specifications, Furnish all labor, materials and equipment necessary and install Zmjvso °-0 70 000 M 86 propane tank and all appurtenances; fill the 1 LA a tank with propane, demonstrate proper 1. operation during the testing of the pump station to full satisfaction of the City of Huntington Beach. Per Plans and Specifications furnish all labor, materials and equipment necessary, and replace landscape, irrigation water lines, conduits, wires, controllers, asphalt concrete and Portland cement concrete paving, stamped $ 87 concrete paving, reinforced concrete swales, 1 LS $ sidewalk, curb, gutter, cross gutter, reinforced concrete masonry pilaster, and all other improvements removed or damaged by the construction at and around the new Lift Station C site per Cit 's approval. Per Plans and Specifications, furnish all labor, material and equipment necessary, and conduct $ 88 lift station start up and testing to full 1 LS $ ADO satisfaction of the City of Huntington Beach. Per Plans and Specifications, furnish all labor, materials, and equipment necessary, and remove r $ 89 1,439 CY $2if) contaminated soil from wet well and valve —�— S� SO vault excavations, and dispose of properly Bid allowance for furnishing all labor, material, and equipment for the design and construction of 90 a sound wall along the frontage of Warner 1 LS $30,000 $30,000. Avenue at the proposed Lift Station "C" Site. (Allowance No. 2) C-14 DEMOLITION OF EXISTING LIFT STATIONS"B","C",AND"D" Per Plans and Specifications, furnish all labor, materials and equipment necessary, and demolish existing City of Huntington Beach Lift Station "B", including removal, handling,.and proper disposal of lead-based paint; removal and proper disposal of all equipment within the existing Lift Station; coordinating removal of SCE service meter, main disconnect, and manual 91 transfer switch, and delivery of salvaged 1 LS $4k equipment to City Yard; cleaning of the wet well; removal of the top slab and 1 to 5-feet of the structure walls; backfilling of remaining dry well, wet well, and access structures with Class 100-E- 100 slurry; filling of the abandoned 10-inch VCP sewer between Manhole No.1 and Lift Station B with low strength slurry mix; backfilling of the top 5-feet with approved materials; and all appurtenant work. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and demolish existing City of Huntington Beach Lift Station "C", including removal, handling, and proper disposal of lead-based paint; removal and proper disposal of all equipment within the existing Lift Station; coordinating removal of SCE 92 service meter, main disconnect, and manual 1 LS $ �`�Soa $ transfer switch, and delivery of salvaged —L— (11,500 equipment to City Yard; cleaning of the wet well; removal of the top 5-feet of the structures; backfilling of remaining dry well, wet well, 30" RCP, and access structures with Class 100-E-100 slurry; backfilling of the top 5-feet with approved materials; protecting existing wetlands; and all appurtenant work. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and demolish existing City of Huntington Beach abandoned Lift Station "D", including removal, handling, and proper disposal of lead-based paint; removal and proper disposal of all equipment within the existing Lift Station; coordinating removal of SCE service meter, main disconnect, and manual transfer switch, and delivery of ''pprr 93 salvaged equipment to City Yard; cleaning of the 1 LS $ $ wet well; removal of the top 5-feet of the structure; —(-- backfilling of remaining dry well, wet well, access structures with Class 100-E-100 slurry; filling of abandoned approximately 10 feet of 15-inch VCP sewer, 6 feet of 8-inch VCP sewer, and 450 feet of 12-inch ACP forcemain with low strength slurry mix; backfilling of the top 5-feet with approved materials; protecting existing wetlands; and all appurtenant work.. C-15 Per Plans and Specifications furnish all labor, materials and equipment necessary, and 94 replace landscape, irrigation water lines, and 1 LS $2 6 $ street and sidewalk paving at demolition sites — '—� ?y000 ' (Lift Station B, Lift Station C, and abandoned Lift Station D), per City's approval. ADDITIONAL BID ITEMS Per Plans and Specifications, furnish One (1) 95 Spare 40 HP, 1200 gpm Factory Tested 1 LS $$� $ Recessed Impeller Pump, Motor, and 75 feet of cables; deliver to the City Yard. Per Plans and Specifications furnish all labor, materials and equipment necessary, and replace sidewalks, curbs, gutters, cross gutters, and $ 96 other improvements removed for construction 1 LS $ �croa �.IarT o of the project along Pacific Coast Highway and Warner Avenue per City and Caltrans approval. Per Plan and Specifications furnish all labor, materials and equipment necessary, and replace street striping, street markers, signs, and 97 traffic detector loops, and all other 1 LSsoo yys�improvements removed and damaged by the project construction of the project along Pacific Coast Highway and Warner Avenue in kind, per City and Caltrans approval. Per Plans and Specifications furnish all labor, materials and equipment necessary, and black 98 aggregate slurry seal and re-stripe the entire 1 LS length of Warner Avenue from Pacific Coast (000 Highway to Brighwater Drive per City's approval. Per Plans and Specifications, if directed by the CITY, furnish all labor, materials, and equipment d $ 99 necessary, and remove one (1)foot of unsuitable 1470 TON material at the bottom of pipeline trenches, and 2 install 3/-inch rock wrapped in geotextile. C-16 TOTAL BID ITEMS 1 THRU 99 FOR WAGS IMPROVEMENT PROJECT I I f YD/ 73 , TOTAL BID ITEMS 1 THRU 99 e1even MIW%a» i f vy' h ,1�red o 1-t- Total Amount of Base Bid in Writing: Basis of award of this Project �'� Alternative Bid Items Per Plans and Specifications, furnish all labor, V0j#00-20 Z0/006 materials, and equipment necessary, and Treat A and Dispose of Contaminated Groundwater, at a 1 LS $ rate of more than 500 gallons per minute up to — 800 gallons per minute during the entire groundwater dewatering operation Per Plans and Specifications, furnish all labor, �$$,pop� ZT010C'0 materials, and equipment necessary, and Treat B and Dispose of Contaminated Groundwater, at a 1 LS $ rate of more than 800 gallons per minute up to 1,200 gallons per minute during the entire groundwater dewatering operation. C-17 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 L�,��c7r.�14 in the amount of$io9'J 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 Date Received Bidder's Signature No. _� C-18 LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid or $10,000, whichever is greater, and the portion of the work to be done by such subcontractor. Bid Name and Address of Subcontractor State Class Dollar %of Item(s) LicenseAmount Contract Number . coin inn« Ca�i'�y �Zts6� ,2Z9 ly 33a L l�6 06 t-r-c� e Ors Sy Atl - Sher,-cam 4sP /4 oo S4-ree.v CA- 2676 73 Z//D goo -/o Van civ & ec�r2 9U6tii �6G2 0 ( l'1;SSionV:e C��31�J�.S C,-(d 773 pe 3�D to a d J,(-,pA Ave, e� of2$�� 3Y6015 171fol CA,%o /� 36 y pov 3 re can �GfS 93flo ZY�SZ o B o6G 'V AL (66 Odb A A& 6 ra 72S6y aby= lloZ 00 000 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-19 NONCOL,L,USION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on 7-/S 13, at A,eWIM1W , epl-- Date City State As OoJ IA'CA (�J - , bein first duly sworn, deposes and says that he or she is _132 of _ l E �,f - - the party making the foregoing bid that the bid is not made in the interest of, or on the behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Name of Bidder Signature f idder Address of Bidder C-20 JURAT State of California County of Orange Subscribed and sworn to (or affirmed)before me on this 15th day of July, 2013 by Jason Paulus proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me. L4,71-� Signature (Notary Seal) .w CYNTHIA J. VALENCIA Commission# 1952790 vF"m Notary Public-California z z ' Orange County My Comm.Expires Oct 15,2015 OPTIONAL INFORMATION DESCRIPTION OF THE ATTACHED DOCUMENT (Title or description of attached document) Number of pages: Document Date: (Additional Information) 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 WARNER AVENUE GRAVITY SEWER AND LIFT STATION # C REPLACEMENT PROJECT CC 1370, (I)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows: "Qualifed 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. JJ � C�6 A/eiV-t Z Kj Contractor By Title Date: 77 C-21 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 ul o If the answer is yes, explain the circumstances in the space provided. C-22 Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever received a citation of any YNo m any of the State of California's nine Regional Water Quality Control Boards? ❑ Yes 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-23 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-24 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: iLCvi L 6 V /P-,? C Bidder Name a 971 c- Business Address City, State Zip ( -7/(/ �3 Z.- S 1 7 Telephone Number 7dq ✓IG/ State Contractor's License No. and Class .OG - !2-, Original Date Issued o � - 3 C) -aa1L/ Expiration Date The work site was inspected by v /f our office on - ,201_3 The following are persons, firms, and corporations having a principal interest in this proposal: Z�S .9(*iyFE&).cj G /,v( o•v L.G- ^J.I C-25 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 nd specifications set forth. Company Name Signature of Bidd ��//� -ASO� 1'AL .�,L_JV Printed or Typed Signature Subscribed and sworn to before me this_day of , 20 NOTARY PUBLIC NOTARY SEAL Bidder's Project History For the purposes of this project, the bidder shall provide project history of similar work, specifically referencing the construction of sanitary sewer lift stations of similar size, project work within an area containing high ground water and pipeline construction in high ground water regions with trench depths of 18-feet to the invert. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein. Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past five years: 1• C. i r-e of (f el�i go o S• Au-4 NE/gi &U/9 Akg+ i01; Cy*l-- Name and Address of Public Agency Name and Telephone No. of Project Manager: SgAju 14 - s= 7-- LZ-- Contract Amount Type of Work Date Completed Provide project description: 11vSr.�GL g''— 2`✓" ,S'4�41ta yP 7-o Zol ✓J6*-a:r< C-26 JURAT State of California County of Orange Subscribed and sworn to (or affirmed) before me on this 15'h day of July, 2013 by Jason Paulus proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me. Signature (Notary Seal) CYNTHIA CIA Commission # 1952790 Z z Notary Public California = Orange County My Comm.Expires Oct 15,2015 OPTIONAL INFORMATION DESCRIPTION OF THE ATTACHED DOCUMENT (Title or description of attached document) Number of pages: Document Date: (Additional Information) 2. t= �.�n. roU 3 03 W, Cov4 o4 o,y WeA�ri+ dJy� f^lilLlr/C ram,(, Name and Address of Public Agency Name and Telephone No. of Project Manager: Lets -77 (, 3Z-$5 SewE/z- 2- - Contract Amount Type of Work Date Completed Provide project description: 3. h`: OF isA.t wAi 64yy& /?SS0 S- ( .AdrJL,&j L7&jw Name and Address of Public Agency Name and Telephone No. of Project Manager: S4v--.ut L. )4-\1&_7 ZV-7VI- S'3 3 (.,Z �J SE,.�1�-it 1 - Zo/ 'Z Contract Amount Type of Work Date Completed Provide project description: )AJS ►"vfCC .S�cv�a yir,�y !-�Wrf C-27 Bidder's Critical Staff Listed below are the names of the bidders proposed Construction Project Manager, and Superintendent. For each of these critical positions,please list at least three projects for which the critical staff has performed similar work within the last five years. These projects do not have to be under the employment of the bidder of this project. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein. 1. �C(02ft &nzo-.) Name of proposed Project Manager Telephone No. of proposed Project Manager: Project Name&Contract Amount Type of Work Date Completed Project Name&Contract Amount Type of Work Date Completed Project Name&Contract Amount Type of Work Date Completed 2. c�4So-J &La � Name of proposed Superintendent Telephone No. of proposed Superintendent: 7/y— (o Project Name&Contract Amount Type of Work T Date Completed Project Name&Contract Amount Type of Work Date Completed Project Name&Contract Amount Type of Work Date Completed C-28 City of Anaheim Citywide Sanitary Sewer Improvements Anaheim Install Sewer Line $ 367,918.00 Apr-09 Psomas 200 S.Anaheim Blvd. 18"Up to 20'Deep 3187 Red Hill Ave Anaheim, CA 92805 Costa Mesa,CA 92626 (714)765-5059 v (714)765-4409 f Coachella Valley Water Dist. Monroe Street Trunk Sewer Coachella Install Over a Mile $ 776,328.00 Feb-09 MSA Consulting Inc 85-955 Ave. 52 of 12"Sewer Line 34200 Bob Hope Dr Coachella,CA 92236 Rancho Mirage,CA 92270 Jorge Meza (760)391-9637 City of Fullerton Sewer Repl Proj.2007-08 Fullerton Install 18"Sewer up $ 1,100,218.00 Dec-08 DMJM Harris 303 W.Commonwealth Ave. To 24'Deep 999 Town&Country Rd Fullerton,CA 92832 Orange,CA 92868 Eric Villagracia (714)738-6853 v (714)738-3115 f Irvine Ranch Water District Bayview Sewage Lift Station Newport Beach Bypass and Replace $ 429,000.00 May-09 URS 15600 Sand Canyon Ave. Main Lift Station 2020 E 1st St Irvine,CA 92618 Pumps&Vaults Santa Ana,CA 92705 Anita Arant (714)453-5300 Ventura County Waterworks 21"Arroyo Simi Trunk Sewer Ventura Install 21"PVC $ 360,000.00 Jul-08 Pennfield&Smith 6767 Spring Road Sewer Line w/Bore 1322 Del Norte Rd Moorpark,Ca.93020 Under Railroad Tracks Camarillo,CA 93010 Cefe Munoz (805)378-3020 (805)529-7542 { North American Specialty insurance Company Bond #7-B 1 Premium Nil BID BOND KNOW ALL MEN BY THESE PRESENTS,That We, Paulus Engineering, Inc 71 E. Corona o ree of Anaheim, CA 92806 as Principal, and North American Specialty Insurance Company, of Manchester, New Hampshire, as Surety, a New Hampshire corporation duly licensed to do business in the State of California are held and firmly bound unto City of Huntington Beach as Obligee, in the penal sum Of ten percent of amount bid Dollars ( _ 10 0 � ), 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 IS SUCH, That, whereas the Principal has submitted, or is about to submit, a proposal or a bid to the Obligee on a contract for Warner Ave Gravity Sewer and Lift Station #C Replacement PrnlPCr NOW, THEREFORE, if the aforesaid principal shall be awarded the contract, the said principal will within the period specified therefore, or, if no period be specified, within ten (10) days after the notice of such award into a contract and give bond for the faithful performance of the contract, then this obligation shah be null and void, otherwise the principal and the surety will pay unto the obligee the difference in money between the amount of the bid of said principal and the amount for which the obligee may legally contract With another party to perform the work if the latter amount be in excess of the former, in no event shall the i liability hereunder exceed the penal sum hereof. PROVIDED AND SUBJECT OF THE CONDITION PRECEDENT, that any suits at law or proceedings in equity brought or to brought against the Surety to recover any claim hereunder must be instituted and service had upon the Surety within ninety (90) days after the acceptance of said bid of the Principal by the i Obligee. Any person who, with the intent to defraud or knowing that he is facilitating a fraud against an insurer, submits an application or files a claim containing a false or deceptive statement Is guilty of insurance fraud. SIGNED , SEALED AND DATED this 2nd day of July 2013 Paulus Engineer' g, Inc. j Prindpal I1 I Y= r Nort r peclalty insuran mpany By_ {{ ___..-,Charles L.. Flake tt ey I act BND 140 5 RED/(05/95) k t CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT STATE OF CALIFORNIA County of Orange On 7-02-13 before me, Lexie Sherwood, Notary Public Date Here Insert Name and Title of the Officer personally appeared Charles L. Flake Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to .be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), LEXIE SHERWOOD and that by his/her/their signature(s) on the instrument the COMM.#1856389 3 person(s), or the entity upon behalf of which the person(s) U - NOTARY PUBLIC®CALIFORNIA tG) acted, executed the instrument. ORANGE COUNTY 0 Comm.Exp.DULY 27,2013 1 certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. Witness my hand and official seal. Signature Place Notary Seal Above Signature of No ary blic OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies)Claimed by Signer(s) Signer's Name: Signer's Name: ❑ Individual ❑ Individual ❑ Corporate Officer—Title(s): ❑ Corporate Officer—Title(s): ❑ Partner—❑Limited❑ General ❑ Partner—❑Limited❑General ❑ Attorney in Fact MMUMI ❑ Attorney in Fact ❑ Trustee ° ❑ Trustee ° ❑ Guardian or Conservator Top of thumb here ❑ Guardian or Conservator TO of thumb here ❑ Other: ❑ Other: Signer Is Representing: Signer Is Representing: 0 2007 National Notary Association•9350 De Soto Ave.,P.O.Box 2402•Chatsworth,CA 91313-2402•www.NationaiNotary.org Item#5907 Reorder:Call Toll-Free 1-800-876-6827 a} NAS SURETY GROUP NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS.THAT North American Specialty Insurance Company,a corporation duly organized and existing under laws of the State of New Hampshire,and having its principal office in the City of Manchester.New Hampshire,and Washington International Insurance Company,a corporation organized and existing under the laws of-the State of New Hampshire and having its principal office in the City of Schaumburg.Illinois,each does hereby,make,constitute and appoint: DAVID L.CULBERTSON,CHARLES L.FLAKE,RICHARD A.COON, and LEXIE SHERWOOD JOINTLY OR SEVERALLY Its true and lawful Attorney(s)-in-Fact,to make,execute,seal and deliver,for and on its behalf and as its act and deed,bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies,as surety,on contracts of suretyship as are or may be required or permitted by law_regulation,contract or otherwise,provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of: FIFTY MILLION($50,000,000.00)DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly,called and held on the 9 h of May,2012: "RESOLVED,that any two of the Presidents,any'Managing Director,any Senior Vice President,any Vice President,any Assistant Vice President, the Secretary or any Assistant Secretay be,and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds,undertakings and all contracts of surety,and that each or any of them hereby is authorized to attest to the execution of any,such Power of Attorney and to attach therein the seal of the Company: and it is FURTHER RESOLVED,that the signature of such officers and the seal of the Company may be affixed to any,such Power of Attorney or to any, certificate relating thereto by facsimile,and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any,bond,undertaking or contract of surety to which it is attached." pPP�.... �E PIP By Onpo�W`pG S�I SEAL :O= Steven P.Anderson,Senior Vice President or Washington International Insurance Company 2i SEAL :n a �.t�•;Lm t873 @+n= &Senior Vice President of North American Specialty Insurance Company a C)? rn ff/ffill %k Byv� David M.Layman,Vice President of Washington International Insurance Company &Vice President of North American Specialty Insurance Company IN WITNESS WHEREOF,North American Specialty Insurance Company and Washington International Insurance Company have caused their official seals to be hereunto affixed,and these presents to be signed by their authorized officers thiS20th day,of June ,20 12 . North American Specialty Insurance Company Washington International Insurance Company State of Illinois County'of Cook SS: On this 20th day of June 20 12,before me,a Notary Public personally appeared Steven P.Anderson ,Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and David M. Layman. Vice President of Washington International Insurance Company and Vice Presidentof North American Specialty Insurance Company, personally known to me,who being by me duly sworn,acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. "OFFICIAL SEAL" DONNA D.SKLENS Notary Public,State of Illinois Donna D. Sklens,Notary Public My Commission Expires 10l06/2015 I, Jeffrev Goldberg . the duly elected Assistant SecretM, Iof North American Specialty Insurance Company and Washington International Insurance Company,do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North American Specialty Insurance Company and Washington International Insurance Company,which is still in full force and effect. IN WITNESS WHEREOF,I have set my hand and affixed the seals of the Companies this 2ND day,of JULY 2013 Jeffrey Goldberg.Vice President&Assistant Secretary of Washington International Insurance Company&North American Specialty Insurance Company I CALIFORNIA ALL-PURPOSE CERTIFICATE OF ACKNOWLEDGEMENT State of California County of Orange } On 07/02/2013 before me, Cynthia J. Valencia, Notary Public personally appeared Jason Paulus who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WI >y SS my hand and official seal. lig • ^ ,,� CYN7HIA J. VALENCIA a °fee Commission # 1952790 z .. Notary Public. California z Orange County Signature o Notary Publi (Notary Seal) My Comm, Expires Oct 15,2015 .. ADDITIONAL OPTIONAL INFORMATION DESCRIPTION OF THE ATTACHED DOCUMENT CAPACITY CLAIMED BY THE SIGNER Title or description of attached document Individual Corporate Officer x /Title_Pres/Sec Number of pages Document Date Partner Attorney-In-Fact Trustee Other 0 Additional Information