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HomeMy WebLinkAboutVALVERDE CONSTRUCTION, INC. - 2003-08-04 (2)City of Huntington Beach ' INTER -DEPARTMENT COMMMUNICATION HUNTINGTON BEACH TO: THOSE LISTED HEREON FROM: Robert A. Martinez DATE: April 21, 2004 SUBJECT: Retention Release Payment Company Name: Valverde Construction, Inc. Address: 10936 Shoemaker Ave. City, State and Zip Code: Santa Fe Springs, CA 90670 Phone Number: (562) 906-1826 Business License Number:A234748 Local Address: Same as above Notice of Completion Date:4/9/04 Contract Purpose: Release remaining 10% money to contractor from Cash Contract 1188 The conformed copy of the Notice of Completion for the above contract has been filed. The thirty-five (35) day waiting period has elapsed or will elapse before payment is made. Processing of the retention payment is recommended so long as no stop notices or outstanding invoices are on file with the City. I certify that no stop notices are on file on t this time. Date /� x Robert F. Beardsley, Public Works Director certify that there are no outstanding invoices on file.. -)-D_f Date denrich, City Treasurer I certify that no stop notices are on file on the subject contract, and that a guaranty bond has been filed with this office. � Date City Clerk 1 Reten. Release.doc 4/21/2004 1:42 PM RECEIVED BY: CITY CLERK RECEIPT COPY Return DUPLICATE to S 10 u, City Clerk's Office (Name) > after signing/dating A (Date) L " Me CITY OF HUNTINGTON BEACH F�u INTERDEPARTMENTAL COMMUNICATION TO: Shari Freidenricchh, City Treasurer FROM: Z61-9 ? h- DATE: - " :7 4;zno SUBJECT: Bond Acceptance 1 have received the bonds for / AA1, / AV,-" 0S�-1 , (Company Name) r Faithful Performance Bond No. Labor and Material Bond No. Monument Bond No. / Maintenance Bond No. Re: Tract No. CC No. MSC No. Approved �'/!�_.-; Agenda Item No. (Cou cil Approval Date)�� �y City Clerk Vault No. #27 g:/followup/bondletter.doc. PLEASE COMPLETE THIS INFORMATION L' RECORDING REQUESTED BY: I;ecordooi in Official Records, County of Orange AND WHEN RECORDED MAIL TO: Tom Daly, Clerk -Recorder 11!1:1l;;I;; IC III! IiCI III!I III!i III I IIIII I!I IIIII Illll IIIII NO FEE WHEN RECORDED MAIL TO: 200400029840810.00am 04/09/04 CITY OF HUNTINGTON BEACH 107 23 N12 1 Attn: Robert A. Martinez 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 P.O. Box 190 — 2000 Main Street Huntington Beach, CA 92648 THIS SPACE FOR RECORDER'S USE ONLY TITLE OF DOCUMENT: NOTICE OF COMPLETION N� 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 Valverde Construction, Inc. who was the company thereon for doing the following work to -wit: WATERLINE PIPELINE REPLACEMENT PROJECT; CC-1188 That said work was completed March 29, 2004 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 March 29, 2004, per City Council Resolution No. 2003-70 adopted October 6, 2003. That upon said contract Safeco Insurance Company of America was surety for the bond given by the said company as required by law. This document is solely for the official business of the City of Huntington Beach, as contemplatedGovernment Code Section 6103 and should be recorded free of charge. Dated at Huntington Beach, California, this March 31, 2004. Director of Pubic Works or City Engineer (>ty 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 O ge County. Dated at Huntington Beach, California, this March 31, 2004. PLD' ctor of Public Works or City Engineer City of Huntington Beach, California THIS PAGE ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION (Additional recording fee applies) -0.059-TITLE PAGE (R7/95) DECLARATION OF SATISFACTION OF CLAIMS 1, Valverde Construction, Inc. , state: (Name of Contractor) 1. 1 am the general contractor for the City of Huntington Beach, as to the project more fully described in the public works contract entitled: Watermain Replacement on Florida Street and Alabama Avenue Contract No. 11-88 f and dated 8/3/04 = 2. All workers and persons employed, all firms supplying materials, and all subcontractors for the above -mentioned project have been paid in full. 3. The following are either 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: (if none, state "NONE") I declare under penalty of perjury that the foregoing is true and correct. Executed at Santa Fe springs, CA on this 5th (Location) (Signature of Contract Joe A. Valverde, President Valverde Construction, Inc. A PPROVED AS TO FORM 7E, ' NTFER McGRATH, City Arttorn�, aral� Sutton Zl 10 3 eputy City Attomey 9.1oAowup\cashcon hcashcon2.doc day of May , 2m4 . City of Huntington Beach Department of Public Works 2000 Main StreeVP.O. Box 190 Huntington Beach, CA 92648 Subject: Certification of Compliance with Title Vll of the Civil Rights Act and Equal Employment Opportunity Act of 1972 Gentlemen: The undersigned, contractor on: CC-1188 Watermain Replacement on Florida Street and Alabama Avenue Project No. Title hereby certifies that all laborers, mechanics, apprentices, trainees, watchmen and guards employed by him or by any subcontractor performing work under the contract on the project have been paid wages at rates not less than those required by the contract provisions, and that the work performed by each such laborer, mechanic, apprentice or trainee conformed to the classifications set forth in the contract or training program — provisions applicable to the wage rate paid. VALVERDE CONSTRUCTION, INC. Y (Signature and Title) Joe A. Valverde, President APPROVED AS TO FORM IF IFMcGRATH, Cityttomw Barak Sutton / .J Puty City Attoraey 1 Z' Y ( b g:followup\cashc ont\cashcon1.doc RECEIVED BY: (Name) (Date) CITY CLERK RECEIPT COPY Return DUPLICATE to City Clerk's Office after signing/dating CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION TO: Sh i Freidenrich, City Treasurer FROM: DATE: SUBJECT: Bond Acceptance I have received the bonds for h, rDt ` (Company Name) Faithful Performance Bond No. Labor and Material Bond No. Monument Bond No. Maintenance Bond No. Apt-,( Re: Tract No. CC No.& j�7 j�� d MSC No. Approved elvo,-3 (Council Approval Date) Agenda Item No. _ City Clerk Vault No. #27 gJfollowup/bondlettar doe ,ThiO Boni Supercedes Maintenance Bond issued on August 4, 2003 Premium Included In Performance Bond 03 SAFEW SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA FIRST NATIONAL INSURANCE COMPANY OF AMERICA HOME OFFICE: SAFECO PLAZA MAINTENANCE BOND Bond 6230180 KNOW ALL BY THESE PRESENTS, That we, VALVERDE CONSTRUCTION. INC. 10936 Shoemaker Ave. Santa Fe Springs CA 90670 as Principal, and SAFECO INSURANCE COMPANY OF AMERICA a corporation organized under the laws of the State of Washington and duly authorized to do business in the State of CA , as Surety, are held and firmly bound unto CITY OF HUNTINGTON BEACH as Obligee, in the penal sum of One Million Three Hundred Twenty Eight Thousand Two Hundred Foa Five and 00/10( ($ 1.328.245.00 ) to which payment well and truly to be made we do bind ourselves, our and each of our heirs, executors, administrators, successors and assigns jointly and severally, firmly by these presents. WHEREAS, the said Principal entered into a Contract with. the CITY OF HUNTINGTON BEACH dated 8/4/2003 for Water Main Replacements Florida St. and Alabama St., Cash Contract No. 1188 WHEREAS, said Contract has been completed, and was approved on 29th day of - - March , 2004 . NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if the Principal shall guarantee that the work will be free of any defective materials or workmanship which became apparent during the period of One year(s) following completion of the Contract then this obligation shall be void, otherwise to remain in full force and effect, provided however, any additional warranty or guarantee whether expressed or implied is extended by the Principal or Manufacturer only, and the Surety assumes no liability for such a guarantee. Signed and sealed this 12th day of April , 2004 (Seal) . A= Z4 4: 0=0 �f (Seal) Joe A. Va verde, Pres e (Seal) APPROVED S TO FORM: SAFECO INSURANCE COMPAK OF AMERICA Llh G117y J NIFER McGRATH, CityAttomey By Claidce Lee Attorney -in -Fact 0 Registered trademark of SAFECO Corporation. CAI:IFORIVIARLL-PURPOSE ACKNOWLEDG ENT State of California County of Los Angeles On APR 1 2 M� before me, Brenda Wong Notary Public, personally appeared Clarice Lee personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. -% a BRENDA V%-'ONG � COMMisien #F 1272CU,. i Natay ?ubrc - ca',,CKT c Los Angeles Couniy MyCoa rr,. Expires AA 28, 2 04 POWER SAFECO INSURANCE COMPANY OF AMERICA S A F E C O' OF ATTORNEY GENERAL INSURANCE COMPANY OF AMERICA HOME OFFICE: SAFECO PLAZA SEATTLE, WASHINGTON 98185 No. 6843 KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint •*E. S. ALBRECHT, JR.; C. K. NAKAMURA; LISA L. THORNTON; TRACY ASTON; MARIA PENA; MICHAEL R. MAYBERRY; MARINA TAPIA; TOM BRANIGAN; CLARICE LEE; RICHARD E. BIGLEY; K. D. CONRAD; EDWARD C. SPECTOR; WILLIAM A. SADLER; ASHRAF ELMASRY; BRENDA WONG; Los Angeles, California* its true and lawful attomey(s)-in-fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character issued in the course of its business, and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 27th day of Junne,, 2003 C07WN .� CHRISTINE MEAD, SECRETARY MIKE MCGAVICK, PRESIDENT CERTIFICATE Extract from the By -Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attomeys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company; the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not be necessary to the. validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V, Section 13 of the By -Laws, and (0) , A copy of the power-of-attomey appointment, executed pursuant thereto, and (III) Certifying that said power-of-attomey appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." I, Christine Mead, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By -Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By -Laws, the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation S-0974/SAEF 2/01 this APR 1 2 M day of SEAL x �k �- 192� `cp( CHRISTINE MEAD, SECRETARY ® A registered trademark of SAFECO Corporation 06/27/2003 PDF CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT �, ... ..:---------------------------------------------------------- State of California r 1 j ss. I 0 County of Los Angeles ` 1 On April 13, 2004 before me, Paula Sue Romanoski, Notary Public, I _ Name and Title of Officer (e.g., 'Jane Doe, Notary Public") 1 personally appreared Joe A. Valverde I Name(s) of Signers) 0 ■ personally known to me 0 ❑ proved to me on the basis of satisfactory 0 I evidence jto be the person(s) whose names(s) is/are j subscribed to the within instrument and acknowledged to me tha he/she/they executed I the same in his/her/their authorized 0 0 capacity(ies), and that by his/her/their 0 signature(s) on the instrument the person(s), or 1 # the entity upon behalf of which the person(s) 1 jNoftyrdit.CarnatN acted, executed the instrument. j 1" 0 I MYiPP16, WITNESS my hand and official seal. 10 J Signature of Notary Public OPTIONAL Though the information below is not required bylaw, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachement of this form to another document 0 Description of Attached Document I jTitle or Type of Document: Maintenance Bond ' Owner City of Huntington Beach (Job#774-Watermain Repl. Alabama & Florida) j I I Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer 0 I 1 Signer's Name: Joe A. Valverde I � ' ❑ Individual 1 ■ Corporate Officer — Title(s): President Top of thumb here 1 ❑ Partner — ❑ Limited ❑ General 1 ❑ Attomey-in-Fact ' ' ❑ Trustee 0 ❑ Guardian or Conservator I 1 ❑ Other: 1 Signer Is Representing: Valverde Construction, Inc. 0 I i A----------------------------------------------------------------• Company Profile Pagel of 2 Company Profile AM °Insur.anclte SAFECO INSURANCE COMPANY OF AMERICA STATE FILINGS C-2 SAFECO PLAZA SEATTLE, WA 98185 800-332-3226 Former Names for Company Old Name: SELECTIVE AUTO & F INS CO AMER Effective Date: 11-02-1953 Agent for Service of Process DAWN JEWORSKI, 120 VANTIS SUITE 130 ALISO VIEJO, CA 92656 Unable to Locate the Agent for Service of Process? Reference Information NAIC #: 24740 NAIC Group #: 0163 California Company ID #: 1442-3 Date authorized in California: October 07, 1953 License Status: UNLIMITED -NORMAL Company Type: Property & Casualty State of Domicile: WASHINGTON Lines of Insurance Authorized to Transact The company is authorized to transact business within these lines of insurance. For an explanation of any of these terms, please refer to the log ssary. AIRCRAFT AUTOMOBILE BOILER AND MACHINERY BURGLARY COMMON CARRIER LIABILITY http://cdinswww.insurance.ca.gov/pls/wu_co_prof/idb_co_prof utl.get_co_proPp_... 4/15/2004 Company Profile , Page 2 of 2 CREDIT FIRE LIABILITY MARINE MISCELLANEOUS PLATE GLASS SPRINKLER SURETY TEAM AND VEHICLE WORKERS' COMPENSATION Company Complaint Information Ft. Company Enforcement Action Documents Company Performance & Comparison Data Composite Complaint Studies Want More? Help Me Find a Company Representative in My Area Financial Rating Organizations Last Revised - February 18, 2004 03:13 PM Copyright C California Department of Insurance Disclaimer http://cdinswww.insurance.ca.gov/pls/wu_co_prof/idb_co-Prof utl.get_co_prof?p_... 4/15/2004 l.�,J►�1rJ Q � l 6 i � D PLC) A-4a C&u4A Q, CITY FUNDED CONSTRUCTION CONTRACT BETWEEN C %hlac7- -& THE CITY OF HUNTINGTON BEACH AND oagco,� Y�4-YAP �oN�('V �TIoN INC" W&T�NV I N i�-'F P��- j ANT aN t"P 1-N/rT1 Wf7z G G TABLE OF CONTENTS Page No. i. STATE OF WORK; ACCEPTANCE OF RISK 1 2. ACCEPTANCE OF CONDITIONS OF WORK; PLANS 2 3. COMPENSATION 4 4. COMMENCEMENT OF PROJECT 4 5. TIME OF THE ESSENCE 4 6. CHANGES 5 7. NOTICE TO PROCEED 6 8. BONDS 6 9. WARRANTIES 6 10. INDEPENDENT CONTRACTOR 7 II. LIQUIDATED DAMAGES/DELAYS 7 12. DIFFERING SITE CONDITIONS 9 13. VARIATIONS IN ESTIMATED QUANTITIES 10 14. PROGRESS PAYMENTS 10 15. WITHHELD CONTRACT FUNDS, SUBSTITUTION OF SECURITIES 11 16. AFFIDAVITS OF SATISFACTION OF CLAIMS 11 17. WAIVER OF CLAIMS 12 18. INDEMNIFICATION, DEFENSE, HOLD HARMLESS 12 19. WORKERS' COMPENSATION INSURANCE 13 20. INSURANCE 13 21. CERTIFICATES OF INSURANCE; ADDITIONAL INSURED 14 22. NOTICE OF THIRD PARTY CLAIM 15 23. DEFAULT & TERMINATION 15 24. TERMINATION FOR CONVENIENCE 16 25. DISPOSITION OF PLANS, ESTIMATES AND OTHER 16 26. NON -ASSIGNABILITY 16 27. CITY EMPLOYEES AND OFFICIALS 16 28. STOP NOTICES 17 29. NOTICES 17 30. SECTION HEADINGS 18 31. IMMIGRATION 18 32. LEGAL SERVICES SUBCONTRACTING PROHIBITED 18 33. ATTORNEY'S FEES 18 34 INTERPRETATION OF THIS AGREEMENT 19 35. GOVERNING LAW 19 36. DUPLICATE ORIGINAL 19 37. CONSENT 20 38. SURVIVAL 20 39. MODIFICATION 20 40. ENTIRETY 20 CITY FUNDED CONSTRUCTION CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND Ufit.-Y-P cai�ls-C1z-U G TI ON , INC— FOR ST: TO e,-t-�A\/faNUf5 ON AA-A?wN-MA sfi t=" Ay1F=.NVP• --,- THIS AGREEMENT ("Agreement') made and entered into this q day of (� 1� 20d , by and between the City of Huntington Beach, a municipal corporation of the State of California, hereinafter referred to as "CITY," and a California corwp©"fioN hereinafter referred to as "CONTRACTOR." WHEREAS, CITY has solicited bids for a public works project, hereinafter referred to as "PROJECT," more fully described as w� � N � ON fLcr-QP% ST. SIP AL#004A ST ; coo- m38 Beach; and CONTRACTOR has been selected to perform said services, in the City of Huntington NOW, THEREFORE, in consideration of the promises and agreements hereinafter made and exchanged, the parties covenant and agree as follows: 1. STATEMENT OF WORK, ACCEPTANCE OF RISK CONTRACTOR shall complete and construct the PROJECT pursuant to this Agreement and the Contract Documents (as hereinafter defined) and furnish, at its own cost and expense, all labor, plans, tools, equipment, supplies, transportation, utilities and all other items, services and facilities necessary to complete and construct the PROJECT in a good and workmanlike manner. CONTRACTOR agrees to fully assume the risk of all loss or damage arising out of the nature of the PROJECT, during its progress or prior to acceptance by CITY, from agree/forms/city const/4-03 the action of the elements, from any unforeseen difficulties which may arise or be encountered in the prosecution of work, and for all other risks of any description in connection with the work, including, but not limited to, all expenses incurred by or in consequence of the suspension or discontinuance of work, except such as are herein expressly stipulated to be borne by CITY, and for well and faithfully completing the work within the stipulated time and in the manner shown and described in this Agreement, and in accordance with the requirements of CITY for the compensation set forth in the accepted bid proposal. 2. ACCEPTANCE OF CONDITIONS OF WORK; PLANS AND SPECIFICATIONS CONTRACTOR acknowledges that it is fully familiar with all the terms, conditions and obligations of this Agreement and the Contract Documents (as defined below in this Section), the location of the job site, and the conditions under which the work is to be performed, and that it enters into this Agreement based upon its thorough investigation of all such matters and is relying in no way upon any opinions or representations of CITY. It is agreed that the Contract Documents are incorporated into this Agreement by this reference, with the same force and effect as if the same were set forth at length herein, and that CONTRACTOR and its subcontractors, if any, shall be bound by the Contract Documents insofar as they relate in part or in any way, directly or indirectly, to the work covered by this Agreement. "Contract Documents" as defined herein mean and include: A. This Agreement; B. Bonds covering the work herein agreed upon; agree/forms/city const/4-03 2 C. The CITY's standard Plans and Specifications and special contractual provisions, including those on file in the office of the Director of Public Works of CITY and adopted by the City Council, and any revisions, amendments or addenda thereto; D. The current edition of Standard Specifications for Public Works Construction, published by Builders' News, Inc., 10801 National Boulevard, Los Angeles, CA 90064, and all amendments thereto, written and promulgated by the Southern California chapter of the American Public Works Association and the Southern California District Associated General Contractors of the California Joint Cooperative Committee; E. Bid documents including the Notice Inviting Bids, the Special Instructions to Bidders and the CONTRACTOR's proposal, (which is attached hereto as Exhibit "A" and incorporated herein by this reference); F. The particular Plans, Specifications, Special Provisions and Addenda applicable to the PROJECT. Anything mentioned in the Specifications and not indicated in the Plans or indicated in the Plans and not mentioned in the Specifications, shall be of like effect as if indicated and mentioned in both. In case of a discrepancy between any Plans, Specifications, Special provisions, or Addenda, the matter shall be immediately submitted by CONTRACTOR to the Department of Public Works of CITY (hereinafter referred to as "DPW"), and agree/forms/city const/4-03 3 CONTRACTOR shall not attempt to resolve or adjust the discrepancy without the decision of DPW, save only at its own risk and expense. Should there be any conflict between the terms of this Agreement and the bid or proposal of CONTRACTOR, then this Agreement shall control and nothing herein shall be considered as an acceptance of the terms of the bid or proposal which is in conflict herewith. 3. COMPENSATION CITY agrees to pay and CONTRACTOR agrees to accept as full compensation for the faithful performance of this Agreement, subject to any additions or deductions made under the provisions of this Agreement or the Contract Documents, a sum not to exceed _ 04fF M 1 VL-lvN, HUNpg.F-V SVcTY CND 7H A SaNP, fGtUR- AIWDR-r=D `�7WiY Dollars ($1 t %i t 404. 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 oNlp- iwNP? woi ryc-� completion within FN'T—I" (�) consecutive from the day the Notice to Proceed is issued by DPW, excluding delays provided for in this Agreement. 5. TIME OF THE ESSENCE The parties hereto recognize and agree that time is of the essence in the performance of this Agreement and each and every provision of the Contract Documents. CONTRACTOR shall prepare and obtain approval as required by the Contract Documents for all shop drawings, details and samples, and do all other things necessary and incidental to the prosecution of its work in conformance with the progress schedule set forth in the Contract Documents. CONTRACTOR shall coordinate its work with the work of all agree/forms/city constl4-03 4 other contractors, subcontractors, and CITY forces working on the PROJECT in a manner that will facilitate the efficient completion of the PROJECT and in accordance with the terms and provisions of this Agreement. CITY shall have complete control of the premises on which the work is to be performed and shall have the right to decide the time and order in which the various portions of the work shall be performed and the priority of the work of other contractors, subcontractors and CITY forces and, in general, all matters concerning the timely and orderly conduct of the work of CONTRACTOR on the premises. 6 CHANGES CONTRACTOR shall adhere strictly to the plans and specifications set forth in the Contract Documents unless a change therefrom is authorized in writing by DPW. CONTRACTOR agrees to make any and all changes, furnish materials and perform all work necessary within the scope of the PROJECT as DPW may require in writing. Under no condition shall CONTRACTOR make any changes without the prior written order or acceptance of DPW, and CITY shall not pay any extra charges made by CONTRACTOR that have not been agreed upon in writing by DPW. When directed to change the work, CONTRACTOR shall submit immediately to DPW a written cost proposal reflecting the effect of the change. Should DPW not agree to such cost proposal, the work shall be performed according to the changes ordered in writing by DPW and the proper cost thereof shall be negotiated by the parties upon cost and pricing data submitted by CONTRACTOR; thereupon, CITY will promptly issue an adjusted change order to CONTRACTOR and the contract price will be adjusted upward or downward accordingly. agree/forms/city const/4-03 5 the defective item or items. Upon expiration of such ten (10) day period, CITY may then make appropriate repair or replacement at CONTRACTOR's risk and own cost and expense. 10. INDEPENDENT CONTRACTOR It is understood and agreed that CONTRACTOR is, and shall be, acting at all times hereunder as an independent contractor and not an employee of CITY. CONTRACTOR shall secure at its own cost and expense, and be responsible for any and all payment of all taxes, social security, state disability insurance compensation, unemployment compensation and other payroll deductions for CONTRACTOR and its officers, agents and employees and all business licenses, if any, in connection with the PROJECT and/or the services performed hereunder. 11. LIQUIDATED DAMAGES/DELAYS It is agreed by the parties hereto that in case the total work called for hereunder is not in all parts and requirements finished or completed within the number of calendar days as set forth herein, damage will be sustained by CITY; and that it is, and would be, impractical and extremely difficult to ascertain and determine the actual damage which CITY would sustain in the event of and by reason of such delay. It is, therefore, agreed that CONTRACTOR will pay to CITY, as liquidated damages and not as a penalty, the sum of "%d Hu%P?-FD P«MY Dollars (S 2 ;t> 00 ) per day for each and every working day's delay in completing the work in excess of the number of working/calendar days set forth herein, which represents a reasonable endeavor by the parties hereto to estimate a fair compensation for the foreseeable damages CITY would sustain in the event of and by reason of such delay; and CONTRACTOR agrees to pay these damages herein provided, and agree/forms/city const/4-03 further agrees that CITY may deduct the amount thereof from any monies due or that may become due to CONTRACTOR hereunder. CONTRACTOR will be granted an extension of time and will not be assessed damages for any portion of the delay in the completion of the work due to unforeseeable causes beyond the control and without the fault or negligence of CONTRACTOR, including, but not limited to, acts of God or of the public enemy, fire, floods, epidemics, quarantine restrictions, strikes, unsuitable weather, or delays of subcontractors due to such causes. CONTRACTOR shall, within fifteen (15) days from the beginning of any such delay (unless DPW shall grant a further period of time), notify DPW in writing of the cause of the delay and CITY shall extend the time for completing the work if, in its judgment, the findings of fact thereon justify the delay; and the decision of DPW shall be conclusive on the parties hereto. Should CONTRACTOR be delayed in the prosecution or completion of the work by the act, neglect or default of CITY, or should CONTRACTOR be delayed by waiting for materials required by this Agreement to be furnished by CITY, or by damage caused by fire or other casualty at the job site for which CONTRACTOR is not responsible, or by the combined action of the workers, in no way caused by or resulting from default or collusion on the part of CONTRACTOR, or in the event of a lockout by CITY, then the time herein fixed for the completion of the work shall be extended by the number of days CONTRACTOR has thus been delayed, but no allowance or extension shall be made unless a claim therefor is presented in writing to CITY within fifteen (15) days of the commencement of such delay. No claims for additional compensation or damages for delays, irrespective of the cause thereof, and including without limitation the furnishing of materials by CITY or agree/forms/city const/4-03 8 delays by other contractors or subcontractors, will be allowed and an extension of time for completion shall be the sole remedy of CONTRACTOR. 12. DIFFERING SITE CONDITIONS A. Notice: CONTRACTOR shall promptly, and before such conditions are disturbed, notify DPW in writing of: (1) Subsurface or latent physical conditions at the job site differing materially from those indicated in this Agreement or the Contract Documents; or (2) Unknown physical conditions at the job site, of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent to work of the character to be performed under this Agreement. DPW shall promptly investigate the conditions and if it finds that such conditions do materially so differ and cause an increase or decrease in the time required for performance of any part of the work under this Agreement, whether or not changed as a result of such conditions, an equitable adjustment shall be made and the agreement modified in writing accordingly. B. Time Extension: No claim of CONTRACTOR under this Section shall be allowed unless CONTRACTOR has given the notice required hereunder provided, however, the time prescribed therefor may be extended by CITY. agree/forms/city const/4-03 9 13. VARIATIONS IN ESTIMATED QUANTITIES The quantities listed in the bid schedule will not govern final payment. Payment to CONTRACTOR will be made only for the actual quantities of contract items used in construction of the PROJECT, in accordance with the plans and specifications. Upon completion of the PROJECT, if the actual quantifies used are either more than or less than the quantities listed in the bid schedule, the bid price shall prevail subject to the provisions of this Section. DPW may, at its sole discretion, when warranted by the facts and circumstances, order an equitable adjustment, upwards or downwards, in payment to CONTRACTOR where the actual quantities used in construction of the PROJECT are in variation to the quantities listed in the bid schedule. No claim by CONTRACTOR for an equitable adjustment in price or time for completion shall be allowed if asserted after final payment under this Agreement. If the quantity variation is such as- to cause an increase in the time necessary for completion, DPW shall ascertain the facts and circumstances and make such adjustment for extending the completion date as in its sole judgment the findings warrant. 14. PROGRESS PAYMENTS Each month DPW will make an estimate in writing of the work performed by CONTRACTOR and the value thereof. From each progress estimate, ten percent (10%) will be deducted and retained by CITY and the remainder of the progress estimate, less the amount of all previous payments since commencement of the work, will be paid to CONTRACTOR. When CONTRACTOR has, in the judgment of DPW, faithfully executed fifty percent (50%) or more of the value of the work as determined from the bid schedule, and if DPW finds that satisfactory progress has been and is being made, CONTRACTOR may be paid such sum as will bring the payments of each month up to one hundred percent (100%) of agree/forms/city const/4-03 10 the value of the work completed since the commencement of the PROJECT, as determined in its sole discretion by DPW, less all previous payments and less all previous retained amounts. CITY's final payment to CONTRACTOR, if unencumbered, or any part thereof unencumbered, shall be made thirty-five (35) days after the acceptance of the work and the filing of a Notice of Completion by CITY. Payments shall be made on demands drawn in the manner required by law, each payment to be accompanied by a certificate signed by DPW, affirming that the work for which payment is demanded has been performed in accordance with the terms of the Agreement and that the amount stated in the certificate is due under the terms of the Agreement. Partial payments on the contract price shall not be considered as a acceptance of any part of the work. 15. WITHHELD CONTRACT FUNDS SUBSTITUTION OF SECURITIES At the request and at the sole cost and expense of CONTRACTOR, who shall retain beneficial ownership and receive interest, if any thereon, CITY shall permit the substitution and deposit therewith of securities equivalent to the amount of any monies withheld by CITY to ensure performance under the terms of this Agreement. 16. AFFIDAVITS OF SATISFACTION OF CLAIMS After the completion of the work contemplated by this Agreement, CONTRACTOR shall file with DPW its affidavit stating that all workers and persons employed, all firms supplying materials and all subcontractors working upon the PROJECT have been paid in full and that there are no claims outstanding against the PROJECT for either labor or material, except certain items, if any, to be set forth in CONTRACTOR's affidavit covering disputed claims, or items in connection with Notices to Withhold, which have been filed under the provisions of the statutes of the State of California. agree/forms/city const/4-03 I I 17. WAIVER OF CLAIMS The acceptance by CONTRACTOR of the payment of the final certificate shall constitute a waiver of all claims against CITY under or arising out of this Agreement. 18. INDEMNIFICATION, DEFENSE, HOLD HARMLESS CONTRACTOR hereby agrees to protect, defend, indemnify and hold harmless CITY, its officers, elected or appointed officials, employees, agents, and volunteers from and against any and all, claims, damages, losses, expenses, judgments, demands defense costs, and consequential damage or liability of any kind or nature, however caused, including those resulting from death or injury to CONTRACTOR's employees and damage to CONTRACTOR's property, arising directly or indirectly out of the obligations or operations herein undertaken by CONTRACTOR, caused in whole or in part by any negligent act or omission of the CONTRACTOR, any subcontractors, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, including but not limited to concurrent active or passive negligence, except where caused by the active negligence, sole negligence, or willful misconduct of the CITY. CONTRACTOR will conduct all defense at its sole cost and expense and CITY shall approve selection of CONTRACTOR's counsel. This indemnity shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by CONTRACTOR. 19. WORKERS' COMPENSATION AND EMPLOYER'S LIABILITY INSURANCE Pursuant to California Labor Code Section 1861, CONTRACTOR acknowledges awareness of Section 3700 et seq. of this Code, which requires every employer agree/forms/city const/4-03 12 to be insured against liability for workers' compensation; CONTRACTOR covenants that it will comply with such provisions prior to commencing performance of the work hereunder. CONTRACTOR shall obtain and furnish to City workers' compensation and employer's liability insurance in an amount of not less than the State statutory limits. CONTRACTOR shall require all subcontractors to provide such workers' compensation and employer's liability insurance for all of the subcontractors' employees. CONTRACTOR shall furnish to CITY a certificate of waiver of subrogation under the terms of the workers' compensation and employer's liability insurance and CONTRACTOR shall similarly require all subcontractors to waive subrogation. 20. INSURANCE In addition to the workers' compensation and employer's liability insurance and CONTRACTOR's covenant to defend, hold harmless and indemnify CITY, CONTRACTOR shall obtain and furnish to CITY, a policy of general public liability insurance, including motor vehicle coverage covering the PROJECT. This policy shall indemnify CONTRACTOR, its officers, employees and agents while acting within the scope of their duties, against any and all claims arising out or in connection with the PROJECT, and shall provide coverage in not less than the following amount: combined single limit bodily injury and property damage, including products/completed operations liability and blanket contractual liability, of One Million Dollars ($1,000,000) per occurrence. If coverage is provided under a form which includes a designated general aggregate limit, the aggregate limit must be no less than One Million Dollars ($1,000,000) for this PROJECT. This policy shall name CITY, its officers, elected or appointed officials, employees, agents, and volunteers as Additional Insureds, and shall specifically provide that any other insurance agree/forms/city const/4-03 13 coverage which may be applicable to the PROJECT shall be deemed excess coverage and that CONTRACTOR's insurance shall be primary. Under no circumstances shall said above -mentioned insurance contain a self -insured retention, or a "deductible" or any other similar form of limitation on the required coverage. 21. CERTIFICATES OF INSURANCE• ADDITIONAL INSURED ENDORSEMENTS Prior to commencing performance of the work hereunder, CONTRACTOR shall furnish to CITY certificates of insurance subject to approval of the City Attorney evidencing the foregoing insurance coverages as required by this Agreement; the certificates shall: 1. provide the name and policy number of each carrier and policy; 2. state that the policy is currently in force; and 3. promise to provide that such policies will not be canceled or modified without thirty (30) days' prior written notice of CITY. CONTRACTOR shall maintain the foregoing insurance coverages in force until the work under this Agreement is fully completed and accepted by CITY. The requirement for carrying the foregoing insurance coverages shall not derogate from the CONTRACTOR's defense, hold harmless and indemnification obligations as set forth under this Agreement. CITY or its representative shall at all times have the right to demand the original or a copy of all the policies of insurance. CONTRACTOR shall pay, in a prompt and timely manner, the premiums on all insurance hereinabove required. CONTRACTOR shall provide a separate copy of the additional insured endorsement to each of CONTRACTOR's insurance policies, naming CITY, its officers, agree/forms/city const/4-03 14 elected and appointed officials, employees, agents and volunteers as Additional Insureds, to the City Attorney for approval prior to any payment hereunder. 22. NOTICE OF THIRD PARTY CLAIM Pursuant to Public Contracts Code §9202, CITY shall provide notice to CONTRACTOR of receipt of any claim filed with CITY or a court of competent jurisdiction which arises out of performance of this agreement within ten (10) days of receipt of such claim or claims. 23. DEFAULT AND TERMINATION If CONTRACTOR fails or refuses to prosecute the work hereunder with diligence, or fails to complete the work within the time specified, or is adjudged bankrupt or makes an assignment for the benefit of creditors or becomes insolvent, or violates any provision of this Agreement or the Contract Documents, CITY may give CONTRACTOR notice in writing of its intention to terminate this Agreement. Unless the violation is cured within ten (10) days after such Notice of Intention has been served on CONTRACTOR, CITY may, without prejudice to any other remedy it may have, terminate this Agreement upon the expiration of that time. Upon such default by CONTRACTOR, CITY may elect not to terminate this Agreement; in such event CITY may make good the deficiency in which the default consists and deduct the resulting costs from the progress payments then or to become due to CONTRACTOR. If it is subsequently determined by a court of competent jurisdiction that CITY's termination of this Agreement under this Section was wrongful, such termination shall be converted to a termination for convenience under Section 23 and any damages shall be assessed as set forth in Section 23. agree/forms/city const/4-03 15 24. TERMINATION FOR CONVENIENCE CITY may terminate this Agreement for convenience at any time with or without cause, and whether or not PROJECT is fully complete upon seven (7) calendar days written notice to CONTRACTOR. In the event of termination, under this Section CITY shall pay CONTRACTOR for value of work in place on the PROJECT through the termination period plus seven and one-half percent (7 '/z %) for overhead and profit less all such payments already made. Such payment by CITY shall be CONTRACTOR's sole and exclusive remedy for termination by CITY for its convenience and CITY shall have not further obligation to CONTRACTOR. 25. DISPOSITION OF PLANS ESTIMATES AND OTHER DOCUMENTS CONTRACTOR agrees that upon completion of the work to be performed hereunder, or upon expiration or earlier termination of this Agreement, all original plans, specifications, drawings, reports, calculations, maps and other documents pertaining to this Agreement shall be delivered to CITY and become its sole property at no further cost. 26. NONASSIGNABILITY CONTRACTOR shall not sell, assign, transfer, convey or encumber this Agreement, or any part hereof, or any right or duty created herein, without the prior written consent of CITY and the surety. 27. CITY EMPLOYEES AND OFFICIALS CONTRACTOR shall employ no CITY official nor any regular CITY employee in the work performed pursuant to this Agreement. No officer or employee of CITY shall have any financial interest in this Agreement in violation of the California Government Code. agree/forms/city const/4-03 16 28. STOP NOTICES,• RECOVERY OF ADMINISTRATIVE COSTS CITY shall be entitled to all reasonable administrative costs and necessary disbursements arising out of the processing of Stop Notices, Notices to Withhold, or any similar legal document. This obligation shall be provided for in the labor and materials payment bond required of CONTRACTOR. CITY may charge an administrative fee of One Hundred Dollars ($100) for every Stop Notice filed in excess of two (2), regardless of whether or not CITY is named in an action to enforce such stop notices. CITY may set off any unreimbursed cost or expense so incurred against any sum or sums owed by CITY to CONTRACTOR under this Agreement. 29. NOTICES Any notices, certificates, or other communications hereunder shall be given either by personal delivery to •CONTRACTOR's agent (as designated in Section 1 hereinabove) or to CITY as the situation shall warrant, or by enclosing the same in a sealed envelope, postage prepaid, and depositing the same in the United States Postal Service, to the addresses specified below; provided that CITY and CONTRACTOR may designate different addresses to which subsequent notices, certificates or other communications will be sent by notifying the other party via personal delivery, reputable overnight carrier or U. S. certified mail -return receipt requested: TO CITY: TO CONTRACTOR: City of Huntington Beach ATTN: 2000 Main Street Huntington Beach, CA 92648 agree/forms/city const/4-03 17 ANT^ F`P SPJ24N6Gv, C-A. °IGYG"1O 30. SECTION HEADINGS The titles, captions, section, paragraph and subject headings, and descriptive phrases at the beginning of the various sections in this Agreement are merely descriptive and are included solely for convenience of reference only and are not representative of maters included or excluded from such provisions, and do not interpret, define, limit or describe, or construe the intent of the parties or affect the construction or interpretation of any provision of this Agreement. 31. IMMIGRATION CONTRACTOR shall be responsible for full compliance with the immigration and naturalization laws of the United States and shall, in particular, comply with the provisions of United States Code Section 1324a regarding employment verification. 32. LEGAL SERVICES SUBCONTRACTING PROHIBITED CONTRACTOR and CITY agree that CITY is not liable for payment of any subcontractor work involving legal services, and that such legal services are expressly outside the scope of services contemplated hereunder. CONTRACTOR understands that pursuant to Huntington Beach City Charter Section 309, the City Attorney is the exclusive legal counsel for CITY; and CITY shall not be liable for payment of any legal services expenses incurred by CONTRACTOR. 33. ATTORNEY'S FEES In the event suit is brought by either party to construe, interpret and/or enforce the terms and/or provisions of this Agreement or to secure the performance hereof, each party agree/forms/city const/4-03 18 shall bear its own attorney's fees, such that the prevailing party shall not be entitled to recover its attorney's fees from the non -prevailing party. 34. INTERPRETATION OF THIS AGREEMENT The language of all parts of this Agreement shall in all cases be construed as a whole, according to its fair meaning, and not strictly for or against any of the parties. if any provision of this Agreement is held by an arbitrator or court of competent jurisdiction to be unenforceable, void, illegal or invalid, such holding shall not invalidate or affect the remaining covenants and provisions of this Agreement. No covenant or provision shall be deemed dependent upon any other unless so expressly provided here. As used in this Agreement, the masculine or neuter gender and singular or plural number shall be deemed to include the other whenever the context so indicates or requires. Nothing contained herein shall be construed so as to require the commission of any act contrary to law, and wherever there is any conflict between any provision contained herein and any present or future statute, law, ordinance or regulation contrary to which the parties have no right to contract, then the latter shall prevail, and the provision of this Agreement which is hereby affected shall be curtailed and limited only to the extent necessary to bring it within the requirements of the law. 35. GOVERNING LAW This Agreement shall be governed and construed in accordance with the laws of the State of California. 36. DUPLICATE ORIGINAL The original of this Agreement and one or more copies hereto have been prepared and signed in counterparts as duplicate originals, each of which so executed shall, agree/forms/city const/4-03 19 irrespective of the date of its execution and delivery, be deemed an original. Each duplicate original shall be deemed an original instrument as against any party who has signed it. 37. CONSENT Where C1TY's consent/approval is required under this Agreement, its consent/approval for one transaction or event shall not be deemed to be consent/approval to any subsequent occurrence of the same or any other transaction or event. 38. SURVIVAL Terms and conditions of this Agreement, which by their sense and context survive the expiration or termination of this Agreement shall so survive. 39. MODIFICATION No waiver or modification of any language in this Agreement shall be valid unless in writing and duly executed by both parties. 40. ENTIRETY The parties acknowledge and agree that they are entering into this Agreement freely and voluntarily following extensive arm's length negotiation, and that each has had the opportunity to consult with legal counsel prior to executing this Agreement. The parties also acknowledge and agree that no representations, inducements, promises, agreements or warranties, oral or otherwise, have been made by that 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 agree/forms/city const/4-03 20 of this Agreement, and supersede all prior understandings and agreements whether oral or in writing between the parties respecting the subject matter hereof. IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by and through their authorized offices the day, month and year first above written. CONTRACTOR VALVERDE CONSTRUCTION, INC. B�'t Y JOE A. VALVERDE print name ITS: (circle one) Chairman resident/ ice President AND By: OSE VALVERDE print name ITS: (circle one), Se tary/Chief Financial Officer/Asst. Secretary reasurer CITY OF HUNTINGTON BEACH, a municipal corporation of the State of California 4"�& &M�0� Mayor ATTEST: CG'�i vyLc6-1 City Clerk APPROVED AS TO FORM: ity Attorney NITIA / D_—A�N-D APP ED: REVIEWED AND APPROVED: G�2� DD-'--Director of Public Works Ci dministrator agree/forms/city const/4-03 21 State Of California County Of Los Angeles On 07/24/03 before me, Cynthia D. Ascencio (DATE) (NAME/TITLE OF OFFICER•i.e.'JANE DOE. NOTARY PUBLIC') personally appeared Joe A. Valverde and Rose Valverde INAMEISI OF SIGNERISII of Valverde Construction. Inc. personally known to me -OR- ❑ proved to me on the CYNTHIA O. ASCENCIO tV COW!, #1274078 NOTARY PUBLIC-CALIFORNIA Q s SAN SFRNARDINO COUNTY "h Comm tn. Aug. 17, 2004 Vv�rvv N asis of satisfactory evidence to be the person(s) whose name(s) Is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. Witness my hand and official seal. (SEAL) Cl— ATTENTION NOTARY The information requested below and in the column to the right is OPTIONAL. Recording of this document is not required by law and is also optional. It could, however, prevent fraudulent attachment of this certificate to any unauthorized document. THIS CERTIFICATE MUST BE ATTACHED TO THE DOCUMENT DESCRIBED AT RIGHT: Contract Documents Tale or Type ofoocument City of Huntington Beach Number of Paoes 21 Date of Document Signer(s) Other Than Named Above WOLCOTTS FORM 63240 Rev. 3.94 Iprice Bless 8.2A) Q1994 WOLCOTTS FORMS. INC. ALL PURPOSE ACKNOWLEDGMENT WITH SIGNER CAPACITY/REPRESENTATION/TWO FINGERPRINTS RIGHT THUMBPRINT (Optional) tt e 0 0 A. CAPACITY CLAIMED BY SIGNERIS) ❑INDIVIDUALIS) )]CORPORATE President OFFICERS) Treasurer rnum ❑PARTNERIS) ❑LIMITED ❑GENERAL ❑ATTORNEY IN FACT ❑TRUSTEEIS) ❑ GUARDIAN/CONSERVATOR ❑OTHER: SIGNER IS REPRESENTING: (Name of Person(a) or Entity(ies) RIGHT THUMBPRINT (Optional) Z r 0 CAPACITY CLAIMED BY SIGNERIS) ❑INDIVIDUALIS) ❑CORPORATE OFFICERIS) ITIT ES) ❑PARTNER(S) ❑LIMITED ❑GENERAL ❑ATTORNEY IN FACT ❑TRUSTEE(S) ❑GUARDIAN/CONSERVATOR ❑OTHER: SIGNER IS REPRESENTING: (Name of Personls) or Entitylies) 1111t111111111111, ,MA�lu, SECTION C PROPOSAL for the WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE CONSTRUCTION CONTRACT No. 1188 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 120 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. RISPEC'SLLIUNTINGTONBEACHWLORIDA&ALABAMASTRE•ETSPECS C-1 PROJECT BID SCHEDULE A WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE BID ITEMS Item Size- Unit No. Description Unit Cost Total Cost 1. Mobilization -Quantity 1 LS $22.,.000.00 $ 22,000.00 2. Furnish and install 12-inch PVC pipeline in Florida St. with nitrile (NBR) gaskets, and connection to the existing watermain north of Altamar Ave., north and south of Yorktown Ave., and north of Clay Ave., including all valves, fittings, and appurtenances, pavement sawcutting and removal, excavation, backfill, zero sack slurry backfill, surface repair, and thrust restraint, as $ 104.00 $ 332,800.00 shown on these plans, complete and in place. 3,200 LF 3. Construct 8-inch PVC pipeline in Utica Ave. with nitrile (NBR gaskets), and connection to existing watermains, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slung backfill, surface repair, and thrust restraint, as shown on these plans, complete and $ 126.00 $ 23,940.00 operative in place. 190 LF 4. Construct 8-inch PVC pipeline in Jay Circle, with nitrile (NBR gaskets), including all valves, fittings, blowoffs, and appurtenances, pavement sawcutting and removal, excavation, backfill, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and $ 108.00 $ 24,840.00 operative in place. 230 LF 5. Construct 8-inch PVC pipeline in Williams Ave., with nitrile (NBR) gaskets and connection to existing watermain, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 110 LF $ 135.00 $ 14,850.00 RISPECSWUNTINGTONBEACHnORIDA & AUBAMA STREET SPECS C' I s PROJECT BID SCHEDULE A WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 6. Construct 8-inch PVC pipeline in Jana Circle, with nitrile (NBR) gaskets, including all valving, fittings, blowoffs, and appurtenances, pavement sawcutting and removal, excavation, backfill, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 220 LF $ 88.00 $ 19,360.00 7. Construct 8-inch pipeline in Owen Ave. and connection to existing watermain, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair and thrust restraint, as shown on these plans, complete and operative in place. 50 LF $ 190.00 $ 9,500.00 8. Construct 8-inch PVC pipeline in Terrace Circle, with nitrile (NBR) gaskets, and connection to existing watermain, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, cement slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 60 LF $ 158.00 $ 9,480.00 9. Construct 8-inch PVC pipeline in Clay Ave., with nitrite (NBR) gaskets, and connection to existing watermains, including all valves, fittings, temporary blowoffs and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 100 LF $ 112.00 $ 11, 200.00 10. Remove and salvage (to the City) existing fire hydrant, including removal and disposal of bury, valve box and valve cover, backfill, and surface repair, as shown on these plans, complete and in place. 9 EA $ 600.00 $ 5,400.0G RISPECSIHUNTINGTONBEACNIFLGRIDA & ALABAMA STREET SPECS C-2s PROJECT BID SCHEDULE A WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 11. Construct new fire hydrant assembly, including furnishing and installing new bury, valve and appurtenances, zero sack slung backfill and surface repair as shown on these plans, complete and in place. 12 EA $3800.00 $ 45j600.00 12. Furnish and install 4-inch pump -out assembly, including all valving, fittings, zero sack slurry backfill and appurtenances, as shown on these $3900.00 $ 7,800.00 plans, complete and in place. 2 EA 13. Furnish and install 2-inch air and vacuum assembly, including all valving, fittings, and appurtenances, as shown on these plans, complete and in place. 5 EA $2900.00 $ 14,500.00 14. Furnish and Install new 1-inch polyethelyne water service, including piping, fittings, valving, 3/-inch metering assembly and meter box, abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, reconnection to customer side, and appurtenances, complete and operative in place. 9 EA $1080.00 $ 9, 720.00 15. Furnish and Install new 1-inch polyethelyne water service, including piping, fittings, valving, 1-inch metering assembly and meter box and abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, reconnection to customer side, and appurtenances, complete and operative in place. 40 EA $1270.00 $ 50, 800.00 16. Furnish and Install new 2-inch copper water service, including piping, fittings, valving, 1 %2-inch metering assembly and meter box, abandonment of existing line, trench excavation, pipe bedding, cement zero sack backfill, compaction, reconnection to customer side, and appurtenances, complete and operative in place. 3 EA $ 2240.00 $ 6,720.00 RISPLCSWUNTMUTON BEACWWRIDA & ALABAMA STREET SPECS C-3s PROJECT BID SCHEDULE A WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 17. Furnish and Install new 2-inch copper water service, including piping, fittings, valving, 2-inch metering assembly and box, abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, reconnection to customer side, and appurtenances, complete and operative in place. 2 EA $2270.00 $ 4,540.00 18. Cut and cap/seal existing waterline, including all appurtenances, as shown on these plans, complete and in place. 12 EA $ 630.00 $ 7,560.00 19. Remove existing valve box and cover, including excavation, backfill, and surface repair, complete and in place. 8 EA $ 970.00 $ 7,760.00 20. Furnish and install 2-inch temporary blowoff for pressure testing, including all appurtenances, as shown on these plans complete and in place. 11 EA $ 285.00 $ 3,135.00 21. Construct inverted siphon assembly, including all fittings and appurtenances, excavation, backfill, and surface repair, as shown on these plans, complete and in place. 80 LF $ 116.00 $ 9,280.00 22. Chlorination and testing of all new water mains and appurtenances, complete and in place. 1 LS $11500.00 $ 11, 500.00 23. Traffic control throughout work area, including preparation of traffic control plans. 1 LS $39000.00 $ 39,000.00 24. Furnish and install pavement slurry seal in accordance with the specifications, and limits shown on the plans, including all appurtenant material, equipment and labor, complete and in place. 91,500 SF $ 0.36 $ 32,940.00 25. Install sheeting, shoring, and/or bracing as required for all trenching and excavation operations, and confined spaces in accordance with these plans and as required by law. 1 LS $. 360.00 $ 2,360.00 26. Pothole existing utilities as directed by and in the presence of the City inspector, including pavement repair and traffic control. 10 EA $ 540.00 $ 5,400.00 RVSPECSIIIUNTTNGTONBEACHWLORIDA & ALABAMA STREETSPECS C-4s PROJECT BID SCHEDULE A WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 27. Demobilization and Cleanup 1 LS $5400.00 $ 5,400.00 28. Furnish and install 6-inch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, remove and disposal of existing pipe and appurtenances as shown on these plans, complete and in place. 7 EA $2670.00 $ 18,690.00 29. Furnish and install 8-inch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, remove and disposal of existing pipe and appurtenances as shown on these plans, complete and in place. 2 EA $3040.00 $ 6,080.00 30. Furnish and install new 1-inch polyethylene water service, including pipe fittings, valves and .connection to existing 3/-inch metering assembly, abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction and appurtenances, complete and operative in place 7 EA $ 760.00 $ 5,320.00 31. Furnish and install new 1-inch polyethylene water service, including pipe, fittings, valves, connection to existing 1-inch metering assembly abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction and appurtenances, complete and operative in place. 36 EA $ 710.00 $ 25,560.00 32. Remove, and salvage to the City, existing valve. Dispose of interfering pipeline, and seal existing pipe ends, including surface repair, as shown on these plans, complete and in place. 21 EA $ 890.00 $ 18,690.00 Sub -Total Amount for All Bid Items — SCHEDULE A $ 811, 725.00 ALTERNATIVE A 1 Item No. Description Size- Quantity Unit Unit Cost Total Cost A-1 Construct new fire hydrant assembly utilizing 9 EA $3000.00 $ 27,000.00 salvaged hydrant, including furnishing and installing new bury, valve and appurtenances, backfill and surface repair as shown on these plans, complete and in place. RISPECSWUNTINGTONBEACWLOMA & ALABAMA STREET SPECS C-5 s PROJECT BID SCHEDULE B WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 1. Mobilization 1 LS $2 000.00 $ 22,000.00 2. Furnish and install 12-inch PVC pipeline in Alabama St. with nitrile (NBR) gaskets, and connection to the existing watermain south of Knoxville Ave., and south of Adams Ave., including all valves, fittings, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as $ 107.00 $ 214, 000.00 shown on these plans, complete and in place. 2,000 LF 3. Construct tie-in connection to existing 12-inch PVC watermain at Knoxville Ave. (Sta. 10+82.24), including all valves, fittings, temporary blow -offs, appurtenances, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete $4500.00 $ 4,500.00 and operative in place. 1 LS 4. Construct 8-inch PVC pipeline in alley north of Knoxville Ave. (Sta. 12+57.24), with nitrile (NBR) gaskets, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, 216.00 $ 6.480.00 complete and operative in place. 30 LF 5. Construct 8-inch PVC pipeline in alley south of Memphis Ave. (Sta. 15+86.24), with nitrite (NBR) gaskets and connection to existing watermain, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 30 LF $ 186.00 $ 5,580.00 i?WPECSIHUNTTNGTONIIEAC,IAFLO%DA &,"AMA STREET SPECS C-6s PROJECT BID SCHEDULE B WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 6. Construct 8-inch PVC pipeline in Memphis Ave., with nitrile (NBR) gaskets and connection to existing watermain, including all valving, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 70 LF $ 100.00 $ 7,000.00 7. Construct tie-in connection to existing 12-inch PVC watermain at Memphis Ave.. (Sta. 17+66.35), including all valves, fittings, temporary blow -offs, appurtenances, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete $ 4500.00 $ 4,500.00 and operative in place. 1 LS 8. Construct 8-inch PVC pipeline in Nashville Ave. (Sta. 20+67.89) with nitrile (NBR gaskets) and connection to existing watermain, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair and thrust restraint, as shown on these plans, complete and operative in place. 35 LF $ 157.00 $ 5,495.00 9. Construct 8-inch PVC pipeline in Oswego Ave., with nitrile (NBR) gaskets, and connection to existing watermain, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, cement slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 60 LF $ 104.00 $ 6,240.00 10. Construct 8-inch PVC pipeline in Portland Ave., with nitrile (NBR) gaskets, and connection to existing watermains, including all valves, fittings, temporary blowoffs and appurtenances, pavement sawcutting and removal, excavation, zero sackslurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 70 LF $ 106.00 $ 7,420.00 RI.SPECSVIUNTINGTONBEACIArLORMA & ALABA,NA STREET SPECS C-%S PROJECT BID SCHEDULE B WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 11. Remove and salvage (to the City) existing fire hydrant, including removal and disposal of bury, valve box and valve cover, backfill, and surface repair, as shown on these plans, complete and in place. 3 EA $ 450 . o0 $ 1.350 . o0 12. Construct new fire hydrant assembly, including furnishing and installing new bury, valve and appurtenances, zero sack slurry backfill and surface repair as shown on these plans, complete and in place. 5 EA $3850.00 $ 19,250.00 13. Furnish and install 4-inch pump -out assembly, including all valving, fittings, zero sack slurry backfill and appurtenances, as shown on these plans, complete and in place. 2 EA $3700 . oo $ 7.40o . 00 14. Furnish and install 2-inch air and vacuum assembly, including all valving, fittings, and appurtenances, as shown on these plans, complete and in place. 4 EA $2900.00 $ 11, 600.00 15. Furnish and Install new 1-inch polyethelyne water service, including piping, fittings, valving, connection to existing 3/-inch metering assembly, abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, and appurtenances, complete and operative in place. 30 EA $ 820.00 $ 24 , 600.00 16. Furnish and Install new 1-inch polyethelyne water service, including piping, fittings, valving, connection to existing 1-inch metering assembly, and abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, and appurtenances, complete and operative in place. 21 EA $ 830.00 $ 17, 430.00 17. Furnish and Install new 2-inch copper water service, including piping, fittings, valving, connection to existing 2-inch metering assembly, and abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, and appurtenances, complete and operative in place. 2 EA $1330.00 $ 2,660.00( RISPE01HUNTINGTONBEACHInORIDA & ALABAMA STREET SPECS C-Os PROJECT BID SCHEDULE B WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 18. Furnish and Install new 2-inch copper water service, including piping, fittings, valving, connection to existing I Y2-inch metering assembly, abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, and appurtenances, complete and operative in place. 1 EA $1940.00 $ 1,940.00 19. Cut and cap/seal existing waterline, including all appurtenances, as shown on these plans, complete and in place. 13 EA $ 560.00 $ 7,280.00 20. Remove existing valve box and cover, including excavation, backfill, and surface repair, complete and in place. 10 EA $ 580.00 $ 5,800.00 21. Furnish and install 2-inch temporary blowoff for pressure testing, including all appurtenances, as shown on these plans complete and in place. 10 EA $ 300.00 $ 3,000.00 22. Chlorination and testing of all new water mains and appurtenances, complete and in place. 1 LS $6700.00 $ 6,700.00 23. Traffic control throughout work area, including preparation of traffic control plans. 1 LS $22000.00 $ 22,000.00 24. Furnish and install pavement slurry seal in accordance with the specifications, and limits shown on the plans, including all appurtenant material, equipment and labor, complete and in place. 45,400 SF $ o . 36 $ 16,344.00 25. Install sheeting, shoring, and/or bracing as required for all trenching and excavation operations, and confined spaces in accordance with these plans and as required by law. 1 LS $. 360.00 $ 2,360.00 26. Pothole existing utilities as directed by and in the presence of the City inspector, including pavement repair and traffic control. 5 EA $ 960.00 $ 4,800.00 27. Demobilization and Cleanup. 1 LS $5400.00 $ 5,400.00 RUPECSWUNTINGTONREACMFLORMA & ALABAMA STREET SPECS C-9s PROJECT BID SCHEDULE B WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 28. Remove and salvage to the City existing valve. Dispose of interfering pipeline and seal existing pipe ends, including surface repair, as shown on these plans, complete and in place. 4 EA $ 750.00 $ 3,000.00 29. Furnish and install 6-inch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, removal and disposal of existing pipe, and appurtenances as shown on these plans, complete and in place. 4 EA $. 760.00 $ 11,040.00 30. Furnish and install 12-inch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, removal and disposal of existing pipe, and appurtenances as shown on these plans, complete and in place. 3 EA $4100.00 $ 12,300.00 31. Furnish and install 4-inch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, removal and disposal of existing pipe, and appurtenances as shown on these plans, complete and in place. 1 EA $2060.00 $ 2,060.00 32. Furnish and install 8-inch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, removal and disposal of existing pipe, and appurtenances as shown on these plans, complete and in place. 1 EA $3900.00 $ 3,900.00 Sub -Total Amount for All Bid Items — SCHEDULE B $ 475,429.00 ALTERNATIVE B-1 Item No. Description Size- Quantity Unit Unit Cost Total Cost B-1 Construct new fire hydrant assembly utilizing 3 EA $ 3000.00 $ 9 , 000.00 salvaged hydrant, including furnishing and installing new bury, valve and appurtenances, zero sack backfill and surface repair, as shown on these plans, complete and in place. Ri9PECS6'1UNTINGT0NBE4CHWL0RMA&AUBAMASTREETSKCS C-1Os iAn n we_ CITY OF HUNTINGTON BEACH 2000 Main Street Robert F. Beardsley, P.E. Director P. O. B o x 1 9 0 Cal i f o r n i a 9 2 6 4 8 ADDENDUM NO. 1 Department of Public Works (714) 536-5431 TO THE CONTRACT DOCUMENTS FOR THE FLORIDA AND ALABAMA STREETS WATER MAIN REPLACEMENT; CC-1188 I� i �I TO: ALL PLAN HOLDERS FROM: THE CITY OF HUNTINGTON BEACH DATE: JUNE 27, 2003 JUN 3 0 20 VALLYODE CONS- T,, The following modifications, additions and/or deletions are made a part of the CONTRACT DOCUMENTS for construction of the FLORIDA AND ALABAMA STREETS WATER MAIN REPLACEMENT CC-1188, issued fully and completely as if same were set forth therein: This addendum consists of nineteen (19) total pages, of which this sheet is the first. The Revised Bid Schedule (C-11s "Revised") is page 2; a Matrix Summary is page 3, relevant City Standards are pages 4- 7, and captioned photographs are included as pages 8-19. The scope of the addendum is generally comprised of the following: 1. Relocate (3) existing meters and their service connections as required and indicated by the attached matrix and pertinent photographs. 2. Remove and replace sections of sidewalk as indicated by the attached matrix, pertinent photographs, and pertinent City Standards. 3. Remove trees and plant (2) new 24-Inch box trees per removal as indicated by the attached matrix, pertinent photographs, and pertinent City Standards. Each Bidder shall acknowledge receipt and acceptance of this Addendum No. 1 by signing in the space provided below. Bidders shall submit the signed acknowledgment with their bid. The bidder's total bid amount shall be submitted on Sheet "C-11s Revised" (which is included in this Addendum), and NOT Sheet "C-11s," which was included in the original contract documents. Sincerely, THE CITY OF HUNTINGTON BEACH By: I� Deborah DeBow, City of Huntington Beach, Project Engineer Receipt acknowledged and conditions agreed to this 8th day of July, 2003. BIDDER: VALVERDE CONSTRUCTION, INC. Vice Signature: Title: President Edward Valverde Page 1 of 19 D:\Documents and Settings\debowd\Local Settings\Temporary Internet Files\OLK8E\Addenda Form.DOC PROJECT BID SCHEDULE TOTALS CC-1188 WATERMAIN REPLACEMENT PROJECT SCHEDULES A, B AND ADDENDUM NO. 1 Sub -Total Bid Schedule A 811, 725.00 Sub -Total Bid Schedule B 475,429.00 Sub -Total Bid Addendum No. 1 38,310.00 TOTAL BID AMOUNT (Schedules A, B and Addendum No. 1) $ 1,325,464.00 TOTAL BID AMOUNT IN WORDS: One million, Three Hundred Twenty Five Thousand, Four Hundred Sixty Four Dollars and No Cents Notes: All extensions of unit prices will be subject to verification by Owner. In case of a verification between the unit price and the extension, the unit price will govern. The Owner reserves the right to reject any or all proposals and bid items. Page 2 of 19 RLSPECSUiUNTWOTONBEACfArLORID4 &ALABAMA STPSETSPECS C-11s "Revised" Matrix for Addendum #1 for Florida and Alabama Streets Water Main Replacement CC-1188 City of Huntington Beach *** BIDDER SHALL COMPETE THIS FORM AND SUBMIT WITH BID *** Note: Unless noted otherwise, trees in close proximity to relocated meters and/or services throughout the project shall be protected in place. Hand -digging and other measures to protect the trees and their roots may be required. No. Photo" dress Plan Sheet Exist Tree Action LumLIUM.2glt 1 A7 1521 Alabama Sheet 6, Alabama Dwgs Pine (mature) 1,2,3 Action 1: Action 2: Action 3: 2 Al A2 1513 Alabama Sheet 6, Alabama Dwgs 8 Action 8: 3 A3 1503 Alabama Between 1501 & 1507 Sheet 5, Alabama D s 6 Action 6: 4 A4 1501 Alabama Sheet 5, Alabama Dwgs 7 Action 7: 5 A5 1201 Alabama Sheet 3, Alabama Dwgs 9 Action 9: 6 A6 Northeast comer of Alabama & Oswego Sheet 5, Alabama Dwgs Palm mature l'2 Action 1: Action 2: 7 B1 Between 702&706 Jay Circle Sheet 10, Florida Dwgs Ficus (mature) 1,2,3 lAction 1: Action 2: Action 3: 1-.500.00 8 B2 710 Jay Circle Sheet 10, Florida Dwgs Ficus (mature) 1,2,5 Action 1: Action 2: Action 5: 9 B3 Between 701&705 Jay Circle Sheet 10, Florida Dwgs Ficus (mature) 1,2,4 Action 1: Action 2: Action 4: 10 B4 2220 Florida Street Sheet 5, Florida Dwgs Ficus (mature) 1,2,3 Action 1: Action 2: Action 3: 11 B5 602 Jana Circle Sheet 10, Florida D s Palm uvenile 1 2 Action 1: Action 2: Addendum Total ($) 38, 310.00 Actions 1. Remove existing tree and grind stump 24-inches below grade. Fill hole with Class A top soil 2. Plant (2) 24-inch box trees at (a) location(s) in a parkway to be determined by the City. The City will select from the six different types of trees listed on page # 4 of this addenedum. The trees shall be planted per Huntington Beach City Standards No.714 & 715, sheet 3 (pages # 6 & 7 of the addendum) 3. Remove and replace 20-lineal feet of sidewalk per Huntington Beach City Standard No. 207 (page # 5 of the addendum) 4. Remove and replace 25-lineal feet of sidewalk per Huntington Beach City Standard No. 207 (page # 5 of the addendum) 5. Remove and replace 30-lineal feet of sidewalk per Huntington Beach City Standard No. 207 (page # 5 of the addendum) 6. Relocate new water service and existing meter per Construction Note 23, Sheet 5 of Alabama St. Plans to a new location approximately 15-ft more soutt Adjust service connection station (STA. XX + XX.XX) to 12-inch PVC water main and modify customer meter connection piping as necessary 7. Relocate new water service and existing meter per Construction Note 22, Sheet 5 of Alabama St.Plans to a new location approximately 15-ft more southerly between the existing telephone pole and the existing telephone termination enclosure. Adjust service connection station (STA. XX + XX.XX) to 12-inch PVC water main and modify customer meter connection piping as necessary 8. Remove and replace sidewalk on either side of crack to nearest joint (20 lineal feet total) per Huntington Beach City Standard No. 207 (page # 5 of the addendum) 9. Relocate new water service and existing meter per Construction Note 22, Sheet 3 of Alabama St. Plans to a new location approximately 5-ft more northe to the Parkway area. Adjust service connection station (STA. XX + XX.XX ) to 12-inch PVC water main and modify customer meter connection piping as necessary. Remove and replace affected portions of existing driveway to nearest construction joint. **Photos can be found sheets 8 through 19 of this addendum, and each photo is indentified with it's respective photo No. in the lower right-hand comer of the photo. Page 3 of 19 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. Bidder's Accompanying this proposal of bid, find a 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 No. Date Received Bidder's Signature Edward 1 06/30/03 --Z- Valverde RISPECSWUNTWGTONBEACHnORIDA & AWAMA STREET SPECS C.-2 LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid and the portion of the work to be done by such subcontractor. Portion of Work Name and Address of Subcontractor State License Number Class Slurry Seal Sudhakar 1450 N. Fit erald Rialto CA 92376 734931 A Striping Orange County Striping 183 N. Pixley, Orange, CA 92668 346095 C-32 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. RUPECS1HUNTINGTONBEACWL0RUUA & "AMA STREET SPECS C-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of Orange Edward Valverde , being first duly sworn, deposes and says that he or she is Vice President of Valverde Construction, Inc. the party making the foregoing bid that the bid is not made in the interest of, or on the behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. VALVERDE CONSTRUCTION, INC. Name of Bidder Signature of Bidder 10936 SHOEMAKER AVENUE SANTA FE SPRINGS, CA 90670 Address of Bidder Subscribed and sworn to before me this 8th day of July , 2003. CYNTFliA D ASCENCIO N COMw #I274078 NOTARY PUBLIC-CAUFORNIA > Q SAN BERNARDINO COUNTY N My Comm. Exp. Aug. I7, 2004 NOTARY PUBLIC NOTARY SEAL RISPECSWUNTWGTONBEACIAFLORIDA & ALABAAM STREET SPECS C4 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE AND WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE, (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. VALVERDE CONSTRUCTION, INC. Contractor By Edward Valverde Vice President Title Date: July 8, 2003 RISPEC'SWUNTTNGT0NBE.9CHTL0RIDA & ALABAMA STREET SPECS C-S 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 10 No If the answer is yes, explain the circumstances in the space provided. NONE Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. RLSPECSWUNTINGTON BEACWLORIDA & ALABAMA STREET SPECS C-G COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code, each contractor to whom a public works contract has been awarded shall sign the following certificate. I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. VALVERDE CONSTRUCTION, INC. Contractor By Edward Valverde Vice President Title Date: July 8, 2003 MSPECSIHUNTlNGTONBEACHnORIDA di ALABAMA STREET SPECS C-7 UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-4224133 a minimum of two working days before scheduled excavation. Dig Alert Identification Number: Contractor Title Date: Note: This form is required for every Dig Alert Identification Number issued by U.S.A. during the course of the Work Additional forms may be obtained from the AGENCY upon request. RISPECSIHUNTLVGTONBE.4CHIPLORIDA & ALABAMA STREET SPECS C-8 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: VALVERDE CONSTRUCTION, INC. Bidder Name 10936 SHOEMAKER AVENUE Business Address SANTA FE SPRINGS, CA 90670 City, State Zip (562 ) 906-1826 Telephone Number 276469 - A State Contractor's License No. and Class June 1, 1972 Original Date Issued January 31, 2005 Expiration Date The work site was inspected by Edward Valverde of our office on July 5 , 2003. The following are persons, firms, and corporations having a principal interest in this proposal: VALVERDE CONSTRUCTION, INC. Joe A. Valverde President Edward Valverde - Vice President Christopher Valverde - Secretary Rose Valverde - Treasurer RISPECSIHUNTINGTONBEAC'HIFLORIDA&ALABAMASTRECTSPECS C-9 The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. VALVERDE CONSTRUCTION, INC. Company Na Signature of Bidder EDWARD VALVERDE, VICE PRESIDENT Printed or Typed Signature CYNTHIA D. ASCENOO cV COMM. #1274078 Subscribed and sworn to before me this 8 th day of July , 2003. m NOTARY PUBLIC-CAUFORNIA Q .. SAN BERNARDINO COUNTY N My Comm. Exp. Aug. 17, 2004 NOTARY PUBLIC NOTARY SEAL Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past two years: 1 See attached sheets 2. 3. Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed Date Completed Date Completed RISPECSIHUNTINGTONBEACHIFLORIDA c& ALABAMA STREET SPECS C-10 To: City of Huntington Beach Re: Watermain Replacement Project - CC-1188 Florida and Alabama Streets Bid Date: 07/8/03 VALVERDE CONSTRUCTION, INC. PRIME - PROJECTS (Over $100,000) JOB PROJECT NAME LOCATION Type PIPE CONTRACT COMPL. OWNER'S OWNER'S OWNER'S CONTACT PERSON No. SIZE AMOUNT DATE NAME ADDRESS PHONE NO. 118125 Bloomfield Avenue Cerritos, CA 90703 509 Bloomfield Avenue Cerritos Water Main 8" $ 735,700 2/28/98 City of Cerritos (310) 860-0311 Rod Posada 200 S. Anaheim Blvd. Anaheim, CA 92805 514 1-5 Water Main Seg. C Anaheim Water Main 12" $ 11741,201 7/13/00 City of Anaheim (714) 765-5176 Caster Williams l 6615 Passons Blvd. Pico Rivera, CA 90660 516 Pico Rivera Water Pico Rivera Water Main 8" $ 1,648,844 3/5/98 City of Pico Rivera (562) 801-4415 Steve Castellanos 200 S. Anaheim Blvd. Anaheim, CA 92805 517 1-5 Water Main Seg. B Anaheim Water Main 12" $ 2,131,135 11/30/99 City of Anaheim (714) 765-5176 Caster Williams Southern California 12035 Burke Street, #1 Santa Water Company Fe Springs, CA 90670 521 Gage Avenue Water Main Bell Water Main 12" $ 284,559 3/31/98 (562) 907-7058 Emma Maxey 13230 Penn Street Whittier, CA 90602 531 Watermain Improvements Whittier Water Main 12" $ 225,169 5/31/98 City of Whittier (562) 945-8200 Dave Shickling 200 S. Anaheim Blvd. Anaheim, CA 92805 545 1-5 Water Main Seg. D Anaheim Water Main 12" $ 1,132,005 3/31/00 City of Anaheim (714) 765-5176 Caster Williams 200 S. Anaheim Blvd. Anaheim, CA 92805 562 Santa Ana Street Watermain Anaheim Water Main 12" $ 731,654 3/31/99 City of Anaheim (714) 765-5176 Caster Williams 200 S. Anaheim Blvd. Anaheim, CA 92805 570 1-5 Water Main Sec A-3 11 Anaheim Water Main 12" $ 299,313 6/16/00 City of Anaheim (714) 765-5176 Caster Williams 16400 Colorado Avenue Paramount, CA 90723 599 Paramount Local Water Serv. Paramount Water Main 8" $ 499,856 4/30/02 City of Paramount (562) 220-2000 6615 Passons Blvd. Pico Rivera, CA 90660 605 Water Capital Improv. Phase IX Pico Rivera Water Main 8" $ 406,808 1/7/00 City of Pico Rivera (562) 801-4415 Steve Castellanos 200 S. Anaheim Blvd. TCaster Anaheim, CA 92805 614 1-5 Water Facility Relocation Anaheim Water Main 12" $ 424,950 5/31/00 City of Anaheim 1 (714) 765-5176 Williams 717/03 To: City of Huntington Beach Re: Watermain Replacement Project - CC-1188 Florida and Alabama Streets Bid Date: 07/8/03 VALVERDE CONSTRUCTION, INC. PRIME - PROJECTS (Over $100,000) JOB PROJECT NAME LOCATION Type PIPE CONTRACT COMPL. OWNER'S OWNER'S OWNER'S CONTACT PERSON No. SIZE AMOUNT DATE NAME ADDRESS PHONE NO. Converse & Southern California 12035 Burke Street, #1 Santa Florence - 629 Install 12" DIP Water Main Los Angeles Water Main 12" $ 351,934 12/1/00 Water Company Fe Springs, CA 90670 (56) 294-1511 Scott Zastrow 1-405 & Park Center Drive 8^ 12" & Mesa Consolidated 1965 Placentia Avenue Costa 635 Waterline Relocation Costa Mesa Water Main 24 $ 320,423 5/1/02 Water District Mesa, CA 92627 (949) 631-1291 Alan Jones Southern California 17140 S. Avalon Bld,100 Water Company Carson, CA 90746 683 Gramercy Place Water Main Gardena Water Main 12" $ 221,331 11/15/01 (562) 699-0921 Uday Shah Southern California 17140 S. Avalon Bld,100 Water Company Carson, CA 90746 701 Inglewood Avenue Watermain Hawthorne Water Main 12" $ 328,080 6/25/02 (310) 676-8203 Uday Shah Dept. of Water & 11801 Sheldon Street Sun Power Valley, CA 92352 709 Valle Power Station y Sun Valle y $ 170,000 6/3/02 (818) 394-2800 Chris Lanterman I South Coast Water P.O. Box 30205, Monarch Beach Water Main District Laguna Beach, CA 92670 Glen Kau 716 Rehabilitation Dana Point Water Main 6" & 8" $ 334,443 5/23/03 (949) 499-4555 Phil Martinez Valley County Water 14521 Ramona Drive District Baldwin Park, CA 91706 719 Sub Area 1 Raw Water Line Irwindale Water Main $ 687,416 10/18/02 (626) 338-7301 Mark Grajeda Emergency Concrete Sewer City of South Gate 8650 California Avenue 721 Repair South Gate Sewer $ 117,886 8/31/02 South Gate, CA 90280 (323) 563-9582 David Torres Alameda Corridor PCH Grade Separation, DWP Transportation 1039 Foote Avenue 724 Duct Bank Installation No. D0664 Wilmington Conduit $ 2,883,897 5/16/03 Authority Wilmington, CA 90744 (562) 432-5951 Tim Buresh City of Lakewood 5050 N. Clark Avenue 726 Palo Verde 24" Water Main Lakewood Water Main 24" $ 265,956 11/29/02 Lakewood, CA 90712 (562) 866-9771 Max Withrow Pressure City of Huntington Huntington Regulating Beach 2000 Main Street Huntington 727 WOCWB PR Vault Relocation Beach Station $ 193,312 5/30/03 Beach, CA 92648 (714) 536-5524 Tom Rulla Rose Hills Company 388 S. Workman Mill Road 731 Road 40 Water lines Whittier Water lines $ 148,965 11/22/02 Whittier, CA 90608 (562) 692-1212 Bruce Lazenby 717/03 To: City of Huntington Beach Re: Watermain Replacement Project - CC-1188 Florida and Alabama Streets Bid Date: 07/8/03 VALVERDE CONSTRUCTION, INC. PRIME - PROJECTS (Over $100,000) JOB PROJECT NAME LOCATION Type PIPE CONTRACT COMPL. OWNER'S OWNER'S OWNER'S CONTACT PERSON No. SIZE AMOUNT DATE NAME ADDRESS PHONE NO. i Rose Hills Company 388 S. Workman Mill Road 734 Road 40 Sewer Whittier Sewer $ 172,122 4/30/03 Whittier, CA 90608 (562) 692-1212 Bruce Lazenby Replace Plastic services Mesa ConsolidatedWater District 1965 Placentia Avenue Costa 736 w/copper Costa Mesa $ 232,294 5/16/03 Mesa, CA 92627 (949) 631-1291 Mark Pelka La Habra Heights Michael Gualtied Transmission County Water District 1271 N. Hacienda Blvd., Engineer: Civiltec 739 Whittier Blvd. 20" Tranmission Whittier Main 20" DIP $ 643,903 3/28/03 La Habra Heights, CA 9 (562)697-6769 (626)357-0588 San Gabriel Valley Water Company 11142 Garvey Avenue El 741 San Gabriel River Pkwy Baldwin Park Water Line 8" $ 115,484 1/31/03 Monte, CA 91734 (626) 448-6183 R. Swift 7/7/03 ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE(MWDD/YY) 07/22/2003 PRTPUC . "�' �) Cl,�S THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Andreinl & Co License 0208825 One MacArthur Place, Ste 100 r 6 9 Q " 7 S Q /► (.iZ k4 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. South Coast Metro, CA 92707 p 714-327-1400 FAX 714-327-1499 %-Drllk'q' 91-7110.3 INSURERS AFFORDING COVERAGE INSURED INSURER A: ROYAL SURPLUS LINES INS CO. VALVERDE CONSTRUCTION, INC. INSURER B: CLARENDON NATIONAL CONTRACTORS LICENSE *276469 INSURER C: WESTCHESTER FIRE INS. CO. 10936 SHOEMAKER AVENUE INSURER D: STATE WORKERS' COMP INS. FUND SANTA FE SPRINGS CA 90670 INSURER E: LLOYDS OF LONDON COVERAGES 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MWDDrfn POLICY EXPIRATION DATE MMIDD LIMITS GENERAL LIABILITY EACH OCCURRENCE 1 000„ 0000- FIRE DAMAGE (Any one fire 50,0()0 A X COMMERCIAL GENERAL LIABILITY K2HA120969 0a/ 01/ 02 08/ 01/ 03 MED EXP (Any oneperson) 10,00() (CLAIMS MADE [j] OCCUR PERSONAL & ADV INJURY 1 00()000 X XCU GENERAL AGGREGATE S 2,000,0130 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG 000 000 POLICY X LOC B AUTOMOBILE LIABILITY ANY AUTO PA10102629 0a/ 01/ 02 08/ 01/ 03 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 X X BODILY INJURY (Per person) s ALL OWNED AUTOS SCHEDULED AUTOS X X BODILY INJURY (Per accident) $ HIRED AUTOS NON -OWNED AUTOS X PROPERTY DAMAGE (Per accident) i GARAGE LIABILITY AUTO ONLY - EA ACCIDENT OTHER THAN EA ACC ANY AUTO AUTO ONLY: AGG C EXCESS LIABILITY —X1 OCCUR El CLAIMS MADE CUS225712 08/ 01/ 02 08/ 01/ 03 EACH OCCURRENCE 1 25,000,000 AGGREGATE 25,000,000 DEDUCTIBLE $ X RETENTION $ 10 000 D WORKERS COMPENSATION AND 046-10727-02 01/01/03 01/01/04 X WC'LATU OTH T CRY UMI ER EMPLOYERS' LIABILITY E.L. EACH ACCIDENT 1 000 000 E.L. DISEASE - EA EMPLOYEE 1 1,000,000 E.L. DISEASE - POLICY LIMIT 0000 $ 1 00 OTHER LAC1690 AUTO PHYSICAL COMP/COLL DEDUCT: $1,000 DAMAGE DESCRIPTION OF OPERATIONSAACATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS JOB: WATER MAIN REPLACEMENT, FLORIDA ST & ALABAMA STREET, CASH OVED T FORIJ: CONTRACT, #1188, VALVERDE JOB #774. CERTIFICATE HOLDER IS NAMED ASAy-up 6� ADDITIONAL INSURED PER THE TERMS AND CONDITIONS OF THE POLICIES: SEE N� ATTACHED. ' Except 10 days notice for Non-payment of Pmnlum. JE NIFER McGRATH, City Attorney C T L. 1) CERTIFICATE HOLDER ADDITIONAL INSURED; INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL 411IYWIiyO MAIL �30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT CITY OF HUNTINGTON BEACH, DEPT. OF PUBLIC WORKS, ATTN: R. MARTINEZ 2000 MAIN STREET AUTHORIZED REPRESENTATIVE A ri EUNTINGTON BEACH CA 92648 ACORD 25-S (7197) ®AC D CORPORATION 1988 POLICY NUMBER: K2HA120969 COMMERCIAL GENERAL LIABILITY NAMED INSURED: VALVERDE CONSTRUCTION, INC. THIS ENDORSEMENT CHANGES THE POLICY, PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS (FORM B) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART. SCHEDULE: Name of Person or Organization: The City of Huntington Beach, its officers, elected or appointed officials, employees, agents and volunteers Description of Operation: Water Main Replacement, Florida Street & Alabama Street, Cash Contract #1188, Valverde Job #774 (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of "your work" for that insured by or for you. PRIMARY WORDING It is further agreed that such insurance as is afforded by this policy for the benefit of the additional insureds shown above shall be prima re insurance, but only as respects to any claims, loss or liability arising out of the named insureds operations, and any insurance maintained by the additional insureds shall be non-contributing. CG 20 10 11 85 Copyright, Insurance Services Office, Inc. 1984 ROV,�DCKA��'�O FOR7. NIFER McGRATH, City Attorney M-4AW-81-0TM CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDD/YY) 07/22/2003 PRODUCER' Andrelni & Co License 02ON25 lay s �j/L_1(Q THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE One MacArthur Place, Ste 100 00, 75 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. South Coast Metro, CA 92707 714-327-1400 FAX 714-327-1499 INSURERS AFFORDING COVERAGE INSURED INSURER A: ROYAL SURPLUS LINES INS CO. VALVERDE CONSTRUCTION, INC. INSURER B: CLARENDON NATIONAL CONTRACTORS LICENSE *276469 INSURER C: WESTCHESTER FIRE INS. CO. 10936 SHOEMAKER AVENUE INSURER D: STATE WORKERS' COMP INS. FUND SANTA FE SPRINGS CA 90670 INSURER E: LLOYDS OF LONDON P_nVFRAnvQ 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE MWDD POLICY EXPIRATION DATE MWDD LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS MADE FX I OCCUR X XCU K2HA120969 08/ 01/ 02 08/01/03 EACH OCCURRENCE 1,000,000 FIRE DAMAGE (Any one fire 50,000 MED EXP (Any oneperson) 10,000 PERSONAL & ADV INJURY 1 000 000 GENERAL AGGREGATE 2 000,000 GEN1. AGGREGATE LIMIT APPLIES PER: POLICY X PR LOC PRODUCTS - COMP/OP AGG 2,000,000 B AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS PA10102629 ROVED AS TO FFO ,1A- ble J NNIFER McGRATH, Ci 08/ 01/ 02 • / 1j t*7 !!! Attorney r 08/ 01/ 03 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 X X BODILY INJURY (Per person) $ X X BODILY INJURY Per accident s PROPERTY DAMAGE Per accident $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT OTHER THAN EA ACC AUTO ONLY: AGG C EXCESS LIABILITY X OCCUR CLAIMS MADE DEDUCTIBLE X RETENTION $ 10,000 CUS225712 08/ 01/ 02 08/ 01/ 03 EACH OCCURRENCE 25 0D0 000 AGGREGATE 25 OD0 000 $ D EMPLOYERS' LIABILITY 046-10727-02 01/01/03 01/01/04 X W STATU- DER E.L. EACH ACCIDENT 1,000,000 E.L. DISEASE - EA EMPLOYEE 1,0D0,000 E.L. DISEASE - POLICY LIMIT $ 1,0D0,000 OTHER AUTO PHYSICAL DAMAGE LAC1690 COMP/LOLL DEDUCT: $1,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS JOB: WATER MAIN REPLACEMENT, FLORIDA ST dr ALABAMA STREET, CASH CONTRACT, *1188, VALVERDE JOB *774. CERTIFICATE HOLDER IS NAMED AS ADDITIONAL INSURED PER THE TERMS AND CONDITIONS OF THE POLICIES: SEE ATTACHED. " Except 10 days notice for Non-payment of Premium. TE HOLDER 1 I ADDITIONAL INSURED; INSURER LETTER: CITY OF HUNTINGTON BEACH, DEPT. OF PUBLIC WORKS, ATTN: R. MARTINEZ 2000 MAIN STREET CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL4NIKWAWWe MAL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, AUTHORIZED REPRESENTATIVE �/ . ACORD 25-S (7/97) F.Y wL�—'faWL;1 "A WA 2 • • POLICY NUMBER: K2HA120969 COMMERCIAL GENERAL LIABILITY NAMED INSURED: VALVERDE CONSTRUCTION, INC. THIS ENDORSEMENT CHANGES THE POLICY, PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS (FORM B) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART. SCHEDULE: Name of Person or Organization: The City of Huntington Beach, its officers, elected or appointed officials, employees, agents and volunteers Description of Operation: Water Main Replacement, Florida Street & Alabama Street, Cash Contract #1188, Valverde Job #774 (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of "your work" for that insured by or for you. PRIMARY WORDING It is further agreed that such insurance as is afforded by this policy for the benefit of the additional insureds shown above shall be prima rt/ insurance, but only as respects to any claims, loss or liability arising out of the named insureds operations, and any insurance maintained by the additional insureds shall be non-contributing. CG 20 10 11 85 Copyright, Insurance Services Office, Inc. 1984 OVED� T$0' NIFER McGRATH, aiy t Company Profile ` �i i��, 7 5 g �) �/ Pa eIof2 ,'� �� Company Profile AM coftmill InsDepartmeft�r SAFECO INSURANCE COMPANY OF AMERICA STATE FILINGS C-2 SAFECO PLAZA SEATTLE, WA 98185 800-332-3226 Former Names for Company Old Name: SELECTIVE AUTO & F INS CO AMER Effective Date: 11-02-1953 Agent for Service of Process DAWN JEWORSKI, 120 VANTIS SUITE 130 ALISO VIEJO, CA 92656 Unable to Locate the Agent for Service of Process? Reference Information NAIC #: NAIC Group #: California Company ID #: Date authorized in California License Status: Company Type: State of Domicile: 24740 0163 1442-3 October 07, 1953 UNLIMITED -NORMAL Property & Casualty WASHINGTON Lines of Insurance Authorized to Transact The company is authorized to transact business within these lines of insurance. For an explanation of any of these terms, please refer to the glossary. AIRCRAFT AUTOMOBILE BOILER AND MACHINERY BURGLARY COMMON CARRIER LIABILITY http://cdinswww.insurance.ca.gov/pls/wu_co_proVidb_co_prof utl.get_co_proPp_... 7/31/2003 i Company Profile ' Page 2 of 2 CREDIT FIRE LIABILITY MARINE MISCELLANEOUS PLATE GLASS SPRINKLER SURETY TEAM AND VEHICLE WORKERS' COMPENSATION Company Complaint Information Company Enforcement Action Documents Company Performance & Comparison Data Composite Complaint Studies Want More? Help Me Find a Company Representative in My Area Financial Rating Organizations Last Revised - July 10, 2003 05:26 PM Copyright © California Department of Insurance Disclaimer http://cdinswww.insurance.ca.gov/pls/wu_co_proVidb_co_prof utl.get_co_prof?p_... 7/31/2003 CITY OF HUNTINGTON BEACH 2000 MAIN STREET OFFICE OF THE CITY CLERK CONNIE BROCKWAY CITY CLERK September 8, 2003 VALVERDE Construction, Inc. 10936 Shoemaker Avenue Santa Fe Springs, CA 90670 Re: Water Main Replacement on Florida Street CC - 1188 Dear Mr. Valverde: Enclosed is your original bid bond for Project CC-1188. CALIFORNIA 92648 A copy of your contract, bonds and insurance has already been forwarded to your company. Please call if you have any further questions — (714) 536-5404. Sincerely, Connie Brockway City Clerk Enclosure: Bid Bond G:fb11owup:agrmt1tr/MHZ 800 (Telephone: 714-536-5227 ) % aN W .1 SAFECO' I-1M:TQ:Is7 KNOW ALL BY THESE PRESENTS, That we, VALVERDE INC. SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA FIRST NATIONAL INSURANCE COMPANY OF AMERICA HOME OFFICE: SAFECO PLAZA of 10936 Shoemaker Ave., Santa Fe Springs, CA 90670 (hereinafter called the Principal), as Principal, and SAFECO INSURANCE COMPANY OF AMERICA (hereinafter called the Surety), as Surety are held and firmly bound unto CITY OF HUNTINGTON BEACH, 2000 Main St. Huntington Beach CA 92648 (hereinafter called the Obligee) in the penal sum of Ten percent of amount bid. Dollars (S 10% of Amount Bid ) for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, That WHEREAS, the Principal has submitted or is about to submit a proposal to the Obligee on a contract for Watermain Re lacement Pro'ect Florida Street Altamar Drive to Cla Avenue Watermain Replacementrole Alabama ree , noxvl a venue o ams venue ons ruc Ion L;onlract No. 1188 NOW, THEREFORE, If the said Contract be timely awarded to the Principal and the Principal shall, within such time as may be specified, enter into the Contract in writing, and give bond, if bond is required, with surety acceptable to the Obligee for the faithful performance of the said Contract, then this obligation shall be void; otherwise to remain in full force and effect. Signed and sealed this 2nd day of July 2003 Witness i Lisa L. hornton Witness VALVERDE CONSTRUCTION, INC. (Seal) �- —� Principal Edward Valverde, Vice President Title SAFECO INS NCE COMP 14OF AMERICA By- Cla6T Lee Attorney -in -Fact & Registered trademark of SAFECO Corporation. State of California County of Los Angeles On 07/08/03 before me, Cynthia D. Ascencio (DATE) INAMEITITLE OF OFFICER•i.e.'JANE DOE, NOTARY PUBLIC') personally appeared Edward Valverde INAME(S) OF SIGNERIS)) of Valverde Construction, Inc. personally known to me -OR- O proved to me on the CYNTHIA D. ASCENGO COMM. #1274078 NOTARY PUBLIGCAUFORNIA �>�p Q SAN BERNARDINO COUNTY N My Comm. Exp. Aug. 17, 2004 asls 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 hlslher/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. Witness my hand and official seal. (SEAL) (7— 7-2— Z) ATTENTION NOTARY The information requested below and in the column to the right is OPTIONAL. Recording of this document is not required by law and is also optional. It could, however, prevent fraudulent attachment of this certificate to any unauthorized document. Bidder's Bond THIS CERTIFICATE Title orType ofDocument City of Huntington Beach MUST BE ATTACHED TO THE DOCUMENT Number of Pages 1 Date of Document July 2. 2003 DESCRIBED AT RIGHT: Signer(s) Other Than Named Above WOLCOTTS FORM 63240 Rev. 3.94 (price doss 8.2A) 01994 WOLCOTTS FORMS, INC. ALL PURPOSE ACKNOWLEDGMENT WITH SIGNER CAPACITY/REPRESENTATIONITWO FINGERPRINTS RIGHT THUMBPRINT (Optional) s a 0 r CAPACITY CLAIMED BY SIGNERIS) ❑INDNIDUAL(S) )CORPORATE Vice President OFFICER(S) rnTus) ❑PARTNER(S) ❑LIMITED ❑GENERAL ❑ATTORNEY IN FACT OTRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑OTHER: SIGNER IS REPRESENTING: IName of Person(s) or Entitylies) RIGHT THUMBPRINT (Optional) CAPACITY CLAIMED BY SIGNER(S) ❑INDNIDUALIS) ❑CORPORATE OFFICER(S) mTU:s) OPARTNER(S) ❑LIMITED ❑GENERAL ❑ATTORNEY IN FACT ❑TRUSTEEIS) OGUARDIAN/CONSERVATOR ❑OTHER: SIGNER IS REPRESENTING: (Name of Persons) or Entitylies) 11111111111111111111111111, CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of Los Angeles On mil o z 20 before me, Joyce M. Herrin, Notary Public, personally appeared Clarice Lee , personally known to me to be the person whose name is subscribed to the within instrument, and acknowledged to me that she executed the same in her authorized capacity, and that by her signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. WITNESS my hand and official seal. JOYCE M. HERRIN U) comm. #1323695 = cc ="b n NOTARY PUBLIC - CALIFORNIA :D _ LOSANGELES COUNTY My Comm. Expires Oct. 4, 2005 ­)6y—ceM. Herrin ur' SAFECO INSURANCE COMPANY OF AMERICA S /� G F C C a POWER GENERAL INSURANCE COMPANY OF AMERICA /`� OF ATTORNEY HOME OFFICE: SAFECO PLAZA SEATTLE, WASHINGTON 98185 No. 6843 KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint """'E. S. ALBRECHT, JR.; C. K. NAKAMURA; LISA L. THORNTON; TRACY ASTON; MARIA PENA; HARRIET LAMBELL; BETTY WALKER; MARINA TAPIA; TOM BRANIGAN CLARICE LEE; RICHARD E. BIGLEY; K. D. CONRAD; EDWARD C. SPECTOR, WILLIAM A. SADLER; Los Angeles, Caittomia"ssssssssssssssssasss Its true and lawful attomey(s)-in-fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character issued in the course of its business, and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 18th day of September 2002 A�� PC—a�k4� a4—, CHRISTINE MEAD, SECRETARY MIKE MCGAVICK, PRESIDENT CERTIFICATE Extract from the By -Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: 'Article V, Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attomeys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such Instrument or undertaking Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (1) The provisions of Article V, Section 13 of the By -Laws, and (ii) A copy of the power-of-attomey appointment, executed pursuant thereto, and Oil) Certifying that said power-of-attomey appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." 1, Christine Mead, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By -Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By -Laws, the Resolution and the Power of Attorney are sfi71 in full force and effect IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation this I COMM , SEAL JUL 0 2 = _ day of CHRISTINE MEAD, SECRETARY S-0974/SAEF 2/01 ® A registered trademark of SAFECO Corporation 09/18/2002 PDF I �7 7' RECEIVED iy: CITY CLERK RECEIPT COPY, Return DUPLICATE to (Name) after sigtttr' (Date) 'I I CITY'OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION TO: Shad Freidenrich, City Treasurer A�ff?i. dorm Gle"em, Deputy Gity TFearWFGfL-- FROM: &VAi" e- L'tlr6 DATE: f?zV1'de1- 6. SUBJECT: Bond Acceptance I have received the bonds for FqWul Performanee Bond No. Labe and Metwoel Bend-fft- Monument Bond No. Maintenance Bond No. Re: Tract No. CC No. //86 MSC No. Approved b 1'110.3 (Cduncil Approval Dat #v, (Company Name) /'PZ5'0/A0 6,Z39160 Agenda, Item No. City Clerk Vault No g:rjah/bondlefter.doc f PAYMENT AND PERFORMANCE BOND SAFECO INSURANCE COMPANY OF AMFRICA GFNERAt INSURANCE COMPANY OF AMERICA FIRST NATIONAL INSURANCE COMPANY OF AMERICA HOME OFFICE. SAFECO PLAZA SEATTLE. WASHINGYTON 98185 Bond No. 6230180 Premium: $15,458 KNOW ALL, BY THESE PRESENTS, That we, VALVERDE CONSTRUCTION INC. whose principal office is located in the City of Santa Fe Springs State of CA ..__. , as Principal, and the SAFECO INSURANCE COMPANY OF AMERICA, a Washington Corporation of Seattle WA as Surety, are held and firmly bound unto CITY OF HUNTINGTON BEACH of Huntington Beach CA , as Obligee, in the penal sum of One Million Three Hundred Ninety One Thousand Four Hundred Sixty Four and 00/100 ($ 1,391,464.00 ) Dollars, lawful money of the United States for payment of which sum, well and truly be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, That WHEREAS, the Principal entered into a certain Contract Agreement with the Obligee, dated the ..,., _ .�........4th_ .._,.,.,,_... .. .................. day of August 2003 wherein the Principal has agreed to fully perform and complete the following work Water Main Replacements Florida St. and Alabama St., Cash Contract No. 1188 as more fully set forth in said Contract Agreement. NOW, THEREFORE, if the Principal shall well and truly perform and fulfill all of the covenants, terms and conditions of the said Contract Agreement, and shall pay for all labor performed and materials furnished in the prosecution of the work provided for under the terms of the said Contract Agreement, then this obligation shall be null and void, otherwise to remain in full force and effect. No right of action shall accrue on this bond to or for the use of any person or corporation other than the Obligee named herein or the heirs, executors, administrators or successors of the Obligee. IN WITLESS WHEREOF, the above bounded parties have executed this instrument, this 4th day of August 1 2003 ApPROV9D A8nTO� FORM J,S JF+BR M.GRATH. City Attorney ieputy City Attorney VALVERDE CONSTRUCTION. INC / Principal BV Joe A. Valverde,P"refii'- " SAF ECO S RANCE; C NY OF AMERICA Byj ce Lee Attorney -in -Fact 0 Registered trademark of SAFECO Corporation State of California County of Los Angeles On AUG 0 4 2M before me, Martha A. Gonzales, Notary Public, personally appeared Clarice Lee personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. 7 -1 f iARTHAA (,CN,= i.ES I CG13286 M T NOTARY PUBLIC - CADFORNIA 0 LOS ANGELES COUNTY Martha A. Gonzales Poly Comm Expires Oct. 5, 2005 6 State Of California County of Los Angeles On 07/24/03 before me, Cynthia D. Ascencio IOATEI (NAME/TITLE OF OFFICER-i.e.'JANE DOE. NOTARY PUBLIC')' personally appeared Joe A. Valverde INAME(S) OF SIGNERISII of Valverde Construction, Inc. personally known to me -OR- ❑ proved to me on the ;.. CYNTHIA D. ASCENCIO COMM. #1274078 !> NOTARY PUBLIC-CAUFORNIA > SAN BERNARDINO COUNTY tX/ 1 My Comm Exp. Aug 17, 2QQp asis of satisfactory evidence to be the person(s) whose name(s) Is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. Witness my hand and official seal. (SEAL) (V _ /1 ATTENTION NOTARY The information requested below and in the column to the right is OPTIONAL. Recording of this document is not required by law and is also optional. It could, however, prevent fraudulent attachment of this certificate to any I1nauthnri7nd dncument THIS CERTIFICATE MUST BE ATTACHED TO THE DOCUMENT DESCRIBED AT RIGHT: Contract Bonds: 6230180 rltleorrypeofDoeurrlent City of Huntington Beach Number of Popes Date of Document Sipneds) Other Than Named Above WOLCOTTS FORM 93240 Rev. 3-04 *ice dam 9.2A) 01994 WOLCOTTS FORMS, INC. ALL PURPOSE ACKNOWLEDGMENT WITH SIGNER CAPACITY/REPRESENTATION/TWO FINGERPRINTS RIGHT THUMBPRINT (Optional) CAPACITY CLAIMED BY SIGNERIS) OINDIVIDUALIS) 1000RPORATE President OFFICERIS) (71TLM OPARTNER(S) OLIMfTED OGENERAL OATTORNEY IN FACT OTRUSTEEIS) OGUARDIAN/CONSERVATOR OOTHER: SIGNER IS REPRESENTING: (Name of Personls) or Entityliss) RIGHT THUMBPRINT (Optional) a CAPACITY CLAIMED BY SIGNERIS) OWDIVIDUALIS) OCORPORATE OFFICER(S) RITLM OPARTNERIS) OLIMITED OGENERAL OATTORNEY IN FACT OTRUSTEE(S) ❑GUARDIAN/CONSERVATOR OOTHER: SIGNER IS REPRESENTING: (Name of Personlel or Entitylies) ,IM!4lUII. I SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA FIRST NATIONAL INSURANCE COMPANY OF AMERICA HOME OFFICE, SAFECO PLAZA Premium Included In Performance and Payment Bor MAINTENANCE BOND Bond 6230180 KNOW ALL BY THESE PRESENTS, That we, VALVERDE CONSTRUCTION. INC. 10936 Shoemaker Ave. Santa Fe Springs CA 90670 as Principal, and SAFECO INSURANCE COMPANY OF AMERICA a corporation organized under the laws of the State of Washington and duly authorized to do business in the State of _,,.,. _ CA , as Surety, are held and firmly bound unto CITY OF HUNTINGTON BEACH as Obligee, in the penal sum of One Million Three Hundred Ninetv One Thousand Four Hundred Sixtv Four and 00/1 0 (S 1.391 464.00 to which payment well and truly to be made we do bind ourselves, our and each of our heirs, executors, administrators, successors and assigns jointly and severally, firmly by these presents. WHEREAS, the said Principal entered into a Contract with the CITY OF HUNTINGTON BEACH dated 8/4/03 for Water Main Replacements Florida St. and Alabama St., Cash Contract No. 1188 WHEREAS, said Contract has been completed, and was approved on day of NOW. THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if the Principal shall guarantee that the work will be free of any defective materials or workmanship which became apparent during the period of One year(s) following completion of the Contract then this obligation shall be void. otherwise to remain in full force and effect, provided however, any additional warranty or guarantee whether expressed or implied is extended by the Principal or Manufacturer only, and the Surety assumes no liability for such a guarantee. Signed and sealed this 4th day of August , 2003 . (Sea!) (Seal) Y v.��. ice. .... �.. ..i.....� i.. ..... �...�..� APPROVED AS TO FORM _ _ (Seal) JENN 'ER McGRATH, City Attorney _. SAFECO INSU CE COMPAN F AMERICA By rah Sutton D ty City Attorney By CI rice Lee Aitomev-in-Fact rc Ragistered trademark of SAFECO Corporation. State of California County of Los Angeles On AUG U k before me, Martha A. Gonzales, Notary Public, personally appeared Clarice Lee personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. y MART riCI' ZALLJ N o CO? lhl. # 1323886 � NOTARY PUSLIC - CALIFORNIA Martha A. Gonzales _ - } LOS ANGELES oOUNTY a..•' My Comm. Expues Oct. 5, 2005 State of California County of Los Angeles On 07/24/03 before me, Cynthia D. Ascencio (DATE) (NAMENITLE OF OFFICER-i.e.*JANE DOE, NOTARY PUBLIC1 personally appeared Joe A. Valverde (NAME(S) OF SIGNERISII of Valverde Construction, Inc. personally known to me -OR- ❑ proved to me on the CYNTH- A D. ASCENCIO COMM. ##1274078 OG ND' ``,"( ,'U8LIC-CALIFORNIA �Dp Q e SkN RrRNARDINO COUNTY 1/l My Corr,m xp. Aug. 17, 2004 N asis of satisfactory evidence to be the person(s) whose name(s) Is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. Witness my hand and official seal. (SEAL) (% i-D Ti( .�.� c ATTENTION NOTARY The information requested below and in the column to the right is OPTIONAL. Recording of this document is not required by law and is also optional. It could, however, prevent fraudulent attachment of this certificate to any 11-11thnri—ri rin-iment THIS CERTIFICATE MUST BE ATTACHED TO THE DOCUMENT DESCRIBED AT RIGHT: Contract Bonds: 6230180 Title or Type of Document City of Huntington Beach Number of Pallas Date of Document Sipnerls) Other Than Named Above WOLCOTTS FORM 83240 Rev. 3-94 twice class 8.2A) 01994 WOLCOTTS FORMS, INC. ALL PURPOSE ACKNOWLEDGMENT WITH SIGNER CAPACITY/REPRESENTATION/TWO FINGERPRINTS RIGHT THUMBPRINT (Optional) IV ;I CAPACITY CLAIMED BY SIGNER(S) OINDIVIDUAL(S) OCORPORATE President OFFICER(S) (71TUia) OPARTNER(S) OLIMITED OGENERAL OATTORNEY IN FACT OTRUSTEE(S) OGUARDIAN/CONSERVATOR OOTHER: SIGNER IS REPRESENTING: (Name of Personls) or Entity(iesl RIGHT THUMBPRINT (Optional) CAPACITY CLAIMED BY SIGNERIS) OINDIVIDUALIS) OCORPORATE OFFICER(S) OPARTNER(S) OLIMITED OGENERAL OATTORNEY IN FACT OTRUSTEE(S) OGUARDIAN/CONSERVATOR OOTHER: SIGNER IS REPRESENTING: (Name of Personls) or Entlty(ies) ,7775 Ni,�n�lll, ?�Ly J.-. PER F�4 *' PAYMENT AND PERFORMANCE BOND SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA FIRST NATIONAL INSURANCE COMPANY OF AMERICA HOME OFFICE: SAFECO PLAZA SEATTLE, WASHINGTON 98185 Bond NO. 6230180 Premium: $15,459 KNOW ALL BY THESE PRESENTS, That we, VALVERDE CONSTRUCTION INC. , whose principal office is located in the City of Santa Fe Springs ,State of CA , as Principal, and the SAFECO INSURANCE COMPANY OF AMERICA, a Washington Corporation of and firmly bound unto Seattle WA CITY OF HUNTINGTON BEACH of Huntington Beach CA , as Obligee, in the penal sum of as Surety, are held One Million Three Hundred Ninety One Thousand Four Hundred Sixty Four and 00/100 (S 1,391,464.00 ) Dollars, lawful money of the United States for payment of which sum, well and truly be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, That WHEREAS, the Principal entered into a certain Contract Agreement with the Obligee, dated the 4th day of August 2003 wherein the Principal has agreed to fully perform and complete the following work: Water Main Replacements Florida St. and Alabama St., Cash Contract No. 1188 as more fully set forth in said Contract Agreement. NOW, THEREFORE, if the Principal shall well and truly perform and fulfill all of the covenants, terms and conditions of the said Contract Agreement, and shall pay for all labor performed and materials furnished in the prosecution of the work provided for under the terms of the said Contract Agreement, then this obligation shall be null and void, otherwise to remain in full force and effect. No right of action shall accrue on this bond to or for the use of any person or corporation other than the Obligee named herein or the heirs, executors, administrators or successors of the Obligee. IN WITNESS WHEREOF, the above bounded parties have executed this instrument, this 4th day of August 2003 APPROVED AS TO FORM By JEVIFER GRATH, CityAttorneySABDorney By ;O� 20:--f e A. Valver e, SU, ANCE Principal OF AMERICA Attorney -in -Fact e Registered trademark of SAFECO Corp xnon. State of California County of Los Angeles On AUG 0 4 2W before me, Martha A. Gonzales, Notary Public, personally appeared Clarice Lee personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. ?.., MARTHAA. GONZALES = c9 �r CO,AM. # 1323886 D ([ ?.p NOTARY PUBLIC - CALIFORNIA Marta A. Gonzales _ ��! LOS ANGELES COUNTY 0 My Comm. Expires Oct. 5, 2005 f State of California County of Los Angeles On 07/24/03 before me, Cynthia D. Ascencio (DATE) (NAME/TITLE OF OFFICER-i.s.'JANE DOE. NOTARY PUBLIC'1 personally appeared Joe A. Valverde INAMEISI OF SIGNERIStI of Valverde Construction, Inc. personally known to me -OR- O proved to me on the .o. CYNTHIA D. ASCENCIO N CCt-tiN. #1274078 Q NOTARY PUBLIC-CALIFORNIA > SAN 8FRNAR0IN0COON r N My Comm. Exp. Apt 17. V4 i J asls of satisfactory evidence to be the person(s) whose name(s) Is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. Witness my hand and official seal. (SEAL! ..-G_J_ )SIGNATURE OF NOTARY) ATTENTION NOTARY The information requested below and in the column to the right is OPTIONAL. Recording of this document is not required by law and is also optional. It could, however, prevent fraudulent attachment of this certificate to any unauthorized document. THIS CERTIFICATE MUST BE ATTACHED TO THE DOCUMENT DESCRIBED AT RIGHT: Contract Bonds: 6230I80 Tkia or Type of Documnt City of Huntington Beach Number of Pages Date of Document Signer(s) Other Than Named Above WOLCOTTS FORM 93240 Rev. 3-94 (price Ness 9.2A1 01994 WOLCOTTS FORMS. INC. ALL PURPOSE ACKNOWLEDGMENT WITH SIGNER CAPACITYIREPRESENTATION/tWO FINGERPRINTS RIGHT THUMBPRINT (Optional) CAPACITY CLAIMED BY SIGNERIS) ❑INDIVIDUAL(S) XDCORPORATE President OFFICER(S) tnnasl OPARTNER(S) OLIMITED OGENERAL OATTORNEY IN FACT ❑TRUSTEEIS) OGUARDIA N/CONSERVATOR ❑OTHER: SIGNER IS REPRESENTING: (Name of Personts) or Entityrles) RIGHT THUMBPRINT (Optional) a CAPACITY CLAIMED BY SIGNER(S) OINDIVIDUAL(S) OCORPORATE OFFICER(S) tnnEsl OPARTNERISI OUMITED ❑GENERAL OATTORNEY IN FACT OTRUSTEE(S) OGUARDIAN/CONSERVATOR OOTHER: SIGNER IS REPRESENTING: (Name of Person(s) or Entity(les) SAFECO INSURANCE COMPANY OF AMERICA S A F E C a POWER GENERAL INSURANCE COMPANY OF AMERICA OF ATTORNEY HOME OFFICE: SAFECO PLAZA Fa SEATTLE, WASHINGTON 98185 No. 6843 KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint ""f"E S. ALBRECHT, JR-; C. K. NAKAMURA; LISA L. THORNTON; TRACY ASTON; MARIA PENA; HARRIET LAMBELL; BETTY WALKER; MARINA TAPLA; TOM BRANIGAN CLARICE LEE; RICHARD E. BIGLEY; K. D. CONRAD; EDWARD C. SPECTOR; WILLIAM A. SADLER, Los Angeles, Califomia'sss*se*s*s.wsaass• Its true and lawful attomey(s)-in-fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character Issued in the course of its business, and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 18th day of September , 2002 4 1-0— G�% CHRISTINE MEAD, SECRETARY MIKE MCGAVICK, PRESIDENT CERTIFICATE Extract from the By -Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V. Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice President appoaited for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys -in -fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business— On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaidng of the company, the seal, or a facsimile thereof, may be Impressed or affixed or to any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such instrument or undertaking. Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On ary certificate executed by the Secretary or an assistant secretary of the Company setting out, () The provisions of Article V. Section 13 of the By -Laws, and (7 A copy of the power-of-attomey appointment, executed pursuant thereto, and (w) Certifying that said power -of -attorney appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." 1, Christine Mead, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby cerfdy that the foregoing extracts of the By -Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By -haws, the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation this AUG 0 4 2003 day of , CORPORATE SEAL S-0974/SAEF 2/01 CHRISTINE MEAD, SECRETARY ® A registered trademark of SAFECO Corporation 0911&2002 PDF IMPORTANT NOTICE TO SURETY BOND CUSTOMERS REGARDING THE TERRORISM RISK INSURANCE ACT 4F 2002 As a surety bond customer of one of the SAFEC0 insurance companies MEW Insurance Company of America, ( al Insurance Cwpany of Wft, First National Insurance fiompany,.Amed= States Mtn= ance Company or American Economy Insurance Company), It is our duty to notify you Vlat the liw ism Risk Insurance Art of 2002 extends to 'surety Insurance. This means that under certain c;1=mstam4es we may be erhgible for reimbursement of certain surety bond losses by the United Stag govlermiment under a formula established by this Act. Under this formula, the United States government days 90% of losses caused by certtfted acts of terrorism that exceed a statutorily established deductibhe to be paid by the insurance company providing the bond. The Act -elm establishes a $100 billion cap for the total of all tosses to be paid by -all Irmws for certified acts of terrorism. Losses on some or all of your bonds may be subject to this cap. This notice does not modify any of the existing terms and conditions of this bond the underlying agreement -guaranteed by this bond, any statutes governing the terms of this bond or any generally applicable rules of law. At this.time theie is no premium change nesutting from this Act. "24A 2/U3 SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA FIRST NATIONAL INSURANCE COMPANY OF AMERICA HOME OFFICE: SAFECO PLAZA Premium Included In Performance and Payment Bondl MAINTENANCE BOND Bond 6230180 1 KNOW ALL BY THESE PRESENTS, That we, VALVERDE CONSTRUCTION. INC. 10936 Shoemaker Ave. Santa Fe Springs CA 90570 as Principal, and SAFECO INSURANCE COMPANY OF AMERICA a corporation organized under the laws of the State of Washington and duly authorized to do business in the State of CA _ , as Surety, are held and firmly bound unto CITY OF HUNTINGTON BEACH as Obligee, in the penal sum of One Million Three Hundred Ninety One Thousand Four Hundred Sixty Four and 00/100 ($ 1 39L464.00 ) to which payment well and truly to be made we do bind ourselves, our and each of our heirs, executors. administrators, successors and assigns jointly and severally, firmly by these presents. WHEREAS, the said Principal entered into a Contract with the CITY OF HUNTINGTON BEACH dated 8/4/03 for Water Main Replacements Florida St. and Alabama St., Cash Contract No. 1188 WHEREAS, said Contract has been completed, and was approved on day of NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if the Principal shall guarantee that the work will be free of any defective materials or workmanship which became apparent during the period of One year(s) following completion of the Contract then this obligation shall be void, otherwise to remain in futl force and effect, provided however, any additional warranty or guarantee whether expressed or implied is extended by the Principal or Manufacturer only, and the Surety assumes no liability for such a guarantee. Signed and sealed this 4th day of August 2003 VDE CONSTRUQIIQN.(seal) f2 (Seal) Joe A. ValVerde, rest ent (Seal) APPROVED AS TO FORM JENNIFER WGRATH, CityAttomey SAFECO INSU CE COMPANY O MERICA By ra Sutton D ty City Attorney By C nce Lee Attorney -in -Fact a Registeted trademark of SAFECO Corporation. CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of Los Angeles On AM 0 4 2M before me, Joyce M. Herrin, Notary Public, personally appeared Clarice Lee , personally known to me to be the person whose name is subscribed to the within instrument; and acknowledged to me that she executed the same in her authorized capacity, and that by her signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. WITNESS my hand and official seal. ;yk,;•; •. JOYCE M. HERRIN 3: N •. COMM. # 1323695 71 •+r NOTARY PUBLIC • CALIFORNIA N _ LOS ANGELES COUNTY • My Comm. Expires 00. 4. 2005 State of California County Of Los Angeles On 07/24/03 before me, Cynthia D. Ascencio (DATE) (NAME/TITLE OF OFFICER-i.e 'JANE DOE. NOTARY PUBLIC') personally appeared Joe A. Valverde INAME(S) OF SIGNERMI of ValverdeConstruction, Inc. personally known to me -OR- O proved to me on the CYNTHIA D. ASC6VCIO COMA.#1274078 a� N0TARYPUHL1C-CAUF0n1,1jA> Q r SAN BERNARD�^. ,� CGU JTY (AMY Comm.:xn..ou;.Ii. W (SEAL) as(s of satlsfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. Witness my hand and official seal. ATTENTION NOTARY The information requested below and in the column to the right is OPTIONAL. Recording of this document is not required by law and is also optional. It could, however, prevent fraudulent attachment of this certificate to any unauthorized document. Contract Bonds: 6230180 THIS CERTIFICATE TnworTwo ofDocument City of Huntington Beach MUST BE ATTACHED TO THE DOCUMENT Number of Pages Date of Document DESCRIBED AT RIGHT: Signerls) Other Than Named Above WOLCOTTS FORM 83240 Rev. 3-94 (price clen B-2AI 01994 WOLCOTTS FORMS. INC. ALL PURPOSE ACKNOWLEDGMENT WITH SIGNER CAPACITY/REPRESENTATION/TWO FINGERPRINTS RIGHT THUMBPRINT (Optional) CAPACITY CLAIMED BY SIONER(S) OINDIVIDUAL(S) MCORPORATE President OFFICER(S) ITIT" ❑PARTNER(S) ❑LIMITED ❑GENERAL ❑ATTORNEY IN FACT OTRUSTEEIS) O GUARDIAN/CONSERVATOR OOTHER: SIGNER IS REPRESENTING: (Name of Person(s) or Entity(ies) RIGHT THUMBPRINT (Optional) CAPACITY CLAIMED BY SIGNERS) ❑INDIVIDUALIS) ❑CORPORATE OFFICERIS) MTTEs1 ❑PARTNER(S) ❑LIMITED ❑GENERAL OATTORNEY IN FACT OTRUSTEE(S) ❑GUARDIAN/CONSERVATOR OOTHER: SIGNER IS REPRESENTING: IName of Person(s) or Entitylissl f POWER S A F E C O® OF ATTORNEY KNOW ALL BY THESE PRESENTS: SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA HOME OFFICE: SAFECO PLAZA SEATTLE, WASHINGTON 98185 No. 6843 That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint '•••"'E. S. ALBRECHT, JR.; C. K. NAKAMURA; LISA L. THORNTON; TRACY ASTON; MARIA PENA; HARRIET LAMBELL; BETTY WALKER; MARINA TAPIA; TOM BRANIGAN CLARICE LEE; RICHARD E. BIGLEY; K. D. CONRAD; EDWARD C. SPECTOR; WILLIAM A. SADLER, Los Angeles, California********************** Its true and lawful attomey(s) in fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character issued in the course of its business, and to fund the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 18th CHRISTINE MEAD, SECRETARY CERTIFICATE day of September 2002 1 MIKE MCGAVICK, PRESIDENT Extract from the By -Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13. - FIDELITY AND SURETY BONDS ... the President, any Mice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attomeys4n-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such Instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. 'On any certificate executed by the Secretary or an assistant secretary of the Company setting out, 0) The provisions of Article V. Section 13 of the By -Laws, and 01) A copy of the power-of-attomey appointment, executed pursuant thereto, and 011) Certifying that said poweroPodomey appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." I, Christine Mead, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By -Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney Issued pursuant thereto, are true and correct, and that both the By -Laws, the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affoced the facsimile seal of said corporation this AUG 0 4 2003 day of CORPOW SEAL SEAL ey I953 tata p�' Of � CHRISTINE MEAD, SECRETARY S-0974/SAEF 2101 ®A registered trademark of SAFECO Corporation 09118=02 PDF IMPORTANT NOTICE TO -SURETY SONIC CUSTOMERS REGARDING THE TERRORISM RISK INSURANCE ACT OF 2002 As a surety bond customer of one of the SAFECO insurance companies (SAFECO Insurance Company of America, Cerai Insurance Company of Airifta, First National insurance Company, American States ban- -awe Company or American Economy InsuturA Company), it is our duty to notify you that the Terrorism Risk Insurance Act of 2002 extends to 'surety insurance". This means that under certain chumstances we may be ellgible for reimbursement of certain surety bond losses by the United Slztes govermnent under a formula established by this Act. Under this formula, the United States government gays 90% of losses caused by certified acts of terrorism that exceed a stabAorlly established deductible to be paid by the insurance company prcnrft the bond. The Act -also establishes a 5f 00 billion cap for the total of all tosses to be paid by -all Insurers for -certified acts of terrorism. l.:osses on some or all of your bonds may be subject to this cap. This notice does not modify any of the existing terms and conditions of this bond, the underlying agreement _guaranteed by this bond, any statutes governing the terns of this bond or any generally applicable rules of law. At this time there is no premium change resulting from this Act. "24R V03 CITY OF HUNTINGTON BEACH • �' MEETING DATE: August 4, 2003 DEPARTMENT ID NUMB N 03-04 Council/Agency Meeting Held: Deferred/Continued to: pproved ❑ Conditionally Approved ❑ Denied City Clerk's SignatdFe Council Meeting Date: August 4, 2003 Department ID Number: PW 03-047 CITY OF HUNTINGTON BEACH a REQUEST FOR ACTION:; r SUBMITTED TO: HONORABLE MAYOR AND CITY COUNCIL MEMBERS „' c SUBMITTED BY: RAY SILVER, City Administratoraa,? ` PREPARED BY: ROBERT F. BEARDSLEY, Director of Public Work;, SUBJECT: AWARD CONSTRUCTION CONTRACT FOR WATER PIPELINE REPLACEMENT PROJECTS; CC-1188 Statement of Issue, Funding Source, Recommended Action, Alternative Action(s), Analysis, Environmental Status, Attachment(s) Statement of Issue: Formal bids were received on July 8, 2003, for the Water Pipeline Replacement Projects, CC-1188. Staff is recommending award to the lowest responsive/ responsible bidder. Funding Source: Funds in the amount of $2,000,000 are available in the Water Fund, Water Main Replacement, Account No. 50691006.82100. Recommended Action: Motion to: Accept the lowest responsive/responsible bid submitted by Valverde Construction, Inc. in the amount of $1,325,464 for the construction of the Water Pipeline Replacement Projects, CC-1188; and 2. Accept the Alternate bid items A-1 and B-1 submitted by Valverde Construction, Inc. for a total additional amount of $36,000; and 3. Authorize the Mayor and City Clerk to execute a construction contract in substantially the same form as the attached sample contract. 03-047 Aug 4 Rulla (Award Floirda, Alabama Water Mains).doc 7/161200312:05 PM REQUEST FOR ACTION MEETING DATE: August 4, 2003 DEPARTMENT ID NUMBER: PW 03-047 Alternative Action(s): Forego approval and direct staff on how to proceed with the project. Analysis: The water pipelines in Florida Street between Clay Avenue and Altamar Drive; and in Alabama Street between Adams Avenue and Knoxville Avenue are in excess of 50- years old and have a history of maintenance problems which warrant their replacement. Approximately 3,200 lineal feet of pipe will be replaced in Florida Street and 2,000 lineal feet will be replaced in Alabama Street. Additionally, replacing the 6-inch pipeline in Florida Street with an 8-inch pipeline will result in significant hydraulic benefits to the City's water customers, for a relatively nominal increase in pipe cost. On April 21, 2003, the City Council authorized the Director of Public Works to request public bids for the construction of the water pipeline replacements in Florida Street and Alabama Street; CC-1188. On July 8, 2003, six bids were received and publicly opened by the City Clerk and are listed as follows, in order of least dollar amount: Valverde Construction, Inc. $1,325,464.00 J A Salazar Construction and Supply Corp. $1,341,637.00 Colich & Sons, L.P. $1,555,540.00 Cedro Construction, Inc. $1,560,552.00 Simich Construction Company, Inc. $1,640,930.00 W. A. Rasic Construction Company, Inc. $1,720,898.65 The Engineer's Construction Estimate was $1, 800,000. Alternative bid items A-1 and B-1, not included as the basis of award, are for the construction of new fire hydrant assemblies utilizing salvaged hydrants with new appurtenances. Construction support, approximately 2% of the construction cost, is for the design engineer to provide the necessary services such as site visits, shop drawing review and to ensure that the engineer's intent in the construction documents is adhered to during construction. These services will be provided by the design engineer pursuant to the terms of their existing contract. Project supplemental costs, approximately 5% of construction cost, are budgeted in the event that the City requires independent testing, printing and other miscellaneous costs that might arise throughout the course of the project. City staff will provide construction management and inspection services. Public Works Commission Review: The Commission reviewed and supported staff's request to advertise for competitive bids on July 16, 2002, by a vote of 6-0-1 (Commissioner Gartland was absent). 03-047 Aug 4 Rulla (Award Floirda, Alabama Water Mains),2' 1 7/21/2003 4:11 PM REQUEST FOR ACTION MEETING DATE: August 4, 2003 DEPARTMENT ID NUMBER: PW 03-047 Environmental Status: The project has been determined to be Categorically Exempt pursuant to the California Environmental Quality Act, Section 15302 (c). Attachment(s): RCA Author: D. De Bow:jm X5528 03-047 Aug 4 Rulla (Award Floirda, Alabama Water Mains).doc 3 7/16/2003 12:05 PM ATTACHMENT #1 ATTACHMENT #2------Jl CITY FUNDED CONSTRUCTION CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND FOR TABLE OF CONTENTS Page Nc 1. STATE OF WORK; ACCEPTANCE OF RISK 1 2. ACCEPTANCE OF CONDITIONS OF WORK; PLANS 2 3. COMPENSATION 4 4. COMMENCEMENT OF PROJECT 4 5. TIME OF THE ESSENCE 4 6. CHANGES 5 7. NOTICE TO PROCEED 6 8. BONDS 6 9. WARRANTIES 6 10. INDEPENDENT CONTRACTOR 7 11. LIQUIDATED DAMAGES/DELAYS 7 12. DIFFERING SITE CONDITIONS 9 13. VARIATIONS IN ESTIMATED QUANTITIES 10 14. PROGRESS PAYMENTS 10 15. WITHHELD CONTRACT FUNDS, SUBSTITUTION OF SECURITIES 11 16. AFFIDAVITS OF SATISFACTION OF CLAIMS 11 17. WAIVER OF CLAIMS 12 18. INDEMNIFICATION, DEFENSE, HOLD HARMLESS 12 19. WORKERS' COMPENSATION INSURANCE 13 20. INSURANCE 13 21. CERTIFICATES OF INSURANCE; ADDITIONAL INSURED 14 22. NOTICE OF THIRD PARTY CLAIM 15 23. DEFAULT & TERMINATION 15 24. TERMINATION FOR CONVENIENCE 16 25. DISPOSITION OF PLANS, ESTIMATES AND OTHER 16 26. NON -ASSIGNABILITY 16 27. CITY EMPLOYEES AND OFFICIALS 16 28. STOP NOTICES 17 29. NOTICES 17 30. SECTION HEADINGS 18 31. IMMIGRATION 18 32. LEGAL SERVICES SUBCONTRACTING PROHIBITED 18 33. ATTORNEY'S FEES 18 34 INTERPRETATION OF THIS AGREEMENT 19 35. GOVERNING LAW 19 36. DUPLICATE ORIGINAL 19 37. CONSENT 20 38. SURVIVAL 20 39. MODIFICATION 20 40. ENTIRETY 20 CITY FUNDED CONSTRUCTION CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND FOR THIS AGREEMENT ("Agreement") made and entered into this day of 20 , by and between the City of Huntington Beach, a municipal corporation of the State of California, hereinafter referred to as "CITY," and a California , hereinafter referred to as "CONTRACTOR." WHEREAS, CITY has solicited bids for a public works project, hereinafter referred to as "PROJECT," more fully described as in the City of Huntington Beach; and CONTRACTOR has been selected to perform said services, NOW, THEREFORE, in consideration of the promises and agreements hereinafter made and exchanged, the parties covenant and agree as follows: 1. STATEMENT OF WORK, ACCEPTANCE OF RISK CONTRACTOR shall complete and construct the PROJECT pursuant to this Agreement and the Contract Documents (as hereinafter defined) and furnish, at its own cost and expense, all labor, plans, tools, equipment, supplies, transportation, utilities and all other items, services and facilities necessary to complete and construct the PROJECT in a good and workmanlike manner. CONTRACTOR agrees to fully assume the risk of all loss or damage arising out of the nature of the PROJECT, during its progress or prior to acceptance by CITY, from agree/forms/city const/4-03 I the action of the elements, from any unforeseen difficulties which may arise or be encountered in the prosecution of work, and for all other risks of any description in connection with the work, including, but not limited to, all expenses incurred by or in consequence of the suspension or discontinuance of work, except such as are herein expressly stipulated to be borne by CITY, and for well and faithfully completing the work within the stipulated time and in the manner shown and described in this Agreement, and in accordance with the requirements of CITY for the compensation set forth in the accepted bid proposal. 2. ACCEPTANCE OF CONDITIONS OF WORK; PLANS AND SPECIFICATIONS CONTRACTOR acknowledges that it is fully familiar with all the terms, conditions and obligations of this Agreement and the Contract Documents (as defined below in this Section), the location of the job site, and the conditions under which the work is to be performed, and that it enters into this Agreement based upon its thorough investigation of all such matters and is relying in no way upon any opinions or representations of CITY. It is agreed that the Contract Documents are incorporated into this Agreement by this reference, with the same force and effect as if the same were set forth at length herein, and that CONTRACTOR and its subcontractors, if any, shall be bound by the Contract Documents insofar as they relate in part or in any way, directly or indirectly, to the work covered by this Agreement. "Contract Documents" as defined herein mean and include: A. This Agreement; B. Bonds covering the work herein agreed upon; agree/forms/city const/4-03 2 C. The CITY's standard Plans and Specifications and special contractual provisions, including those on file in the office of the Director of Public Works of CITY and adopted by the City Council, and any revisions, amendments or addenda thereto; D. The current edition of Standard Specifications for Public Works Construction, published by Builders' News, Inc., 10801 National Boulevard, Los Angeles, CA 90064, and all amendments thereto, written and promulgated by the Southern California chapter of the American Public Works Association and the Southern California District Associated General Contractors of the California Joint Cooperative Committee; E. Bid documents including the Notice Inviting Bids, the Special Instructions to Bidders and the CONTRACTOR's proposal, (which is attached hereto as Exhibit "A" and incorporated herein by this reference); F. The particular Plans, Specifications, Special Provisions and Addenda applicable to the PROJECT. Anything mentioned in the Specifications and not indicated in the Plans or indicated in the Plans and not mentioned in the Specifications, shall be of like effect as if indicated and mentioned in both. In case of a discrepancy between any Plans, Specifications, Special provisions, or Addenda, the matter shall be immediately submitted by CONTRACTOR to the Department of Public Works of CITY (hereinafter referred to as "DPW"), and agree/forms/city const{4-03 3 CONTRACTOR shall not attempt to resolve or adjust the discrepancy without the decision of DPW, save only at its own risk and expense. Should there be any conflict between the terms of this Agreement and the bid or proposal of CONTRACTOR, then this Agreement shall control and nothing herein shall be considered as an acceptance of the terms of the bid or proposal which is in conflict herewith. 3. COMPENSATION CITY agrees to pay and CONTRACTOR agrees to accept as full compensation for the faithful performance of this Agreement, subject to any additions or deductions made under the provisions of this Agreement or the Contract Documents, a sum not to exceed Dollars ($ ), 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 ( ) consecutive from the day the Notice to Proceed is issued by DPW, excluding delays provided for in this Agreement. 5. TIME OF THE ESSENCE The parties hereto recognize and agree that time is of the essence in the performance of this Agreement and each and every provision of the Contract Documents. CONTRACTOR shall prepare and obtain approval as required by the Contract Documents for all shop drawings, details and samples, and do all other things necessary and incidental to the prosecution of its work in conformance with the progress schedule set forth in the Contract Documents. CONTRACTOR shall coordinate its work with the work of all agree/forms/city const/4-03 4 other contractors, subcontractors, and CITY forces working on the PROJECT in a manner that will facilitate the efficient completion of the PROJECT and in accordance with the terms and provisions of this Agreement. CITY shall have complete control of the premises on which the work is to be performed and shall have the right to decide the time and order in which the various portions of the work shall be performed and the priority of the work of other contractors, subcontractors and CITY forces and, in general, all matters concerning the timely and orderly conduct of the work of CONTRACTOR on the premises. 6 CHANGES CONTRACTOR shall adhere strictly to the plans and specifications set forth in the Contract Documents unless a change therefrom is authorized in writing by DPW. CONTRACTOR agrees to make any and all changes, furnish materials and perform all work necessary within the scope of the PROJECT as DPW may require in writing. Under no condition shall CONTRACTOR make any changes without the prior written order or acceptance of DPW, and CITY shall not pay any extra charges made by CONTRACTOR that have not been agreed upon in writing by DPW. When directed to change the work, CONTRACTOR shall submit immediately to DPW a written cost proposal reflecting the effect of the change. Should DPW not agree to such cost proposal, the work shall be performed according to the changes ordered in writing by DPW and the proper cost thereof shall be negotiated by the parties upon cost and pricing data submitted by CONTRACTOR; thereupon, CITY will promptly issue an adjusted change order to CONTRACTOR and the contract price will be adjusted upward or downward accordingly. agree/forms/city const/4-03 5 7. NOTICE TO PROCEED No work, services, material, or equipment shall be performed or furnished under this Agreement unless and until a Notice to Proceed has been given to CONTRACTOR by CITY. CITY does not warrant that the work will be available on the date the Notice to Proceed is issued. In the event of a delay in commencement of the work due to unavailability of the job site, for any reason, relief to CONTRACTOR shall be limited to a time extension equal to the delay due to such unavailability. 8. BONDS Only bonds issued by California admitted sureties will be accepted. CONTRACTOR shall, prior to its performance of this Agreement, furnish the following two (2) bonds approved by the City Attorney: One in the amount of one hundred percent (100%) of the contract price to guarantee the CONTRACTOR's faithful performance of the work, and one in the amount of one hundred percent of the contract price to guarantee payment of all claims for labor and materials furnished. In addition, CONTRACTOR shall submit to CITY a bond in the amount of one hundred percent (100%) of the final contract price, including all change orders, to warrant such performance for a period of one (1) year after CITY's acceptance thereof within ten (10) days of filing of the Notice of Completion. 9. WARRANTIES CONTRACTOR unconditionally guarantees all work done under this Agreement including, but not limited to, any workmanship, installation, fabrication, material or structural facilities constructed. CONTRACTOR, within ten (10) days after notice by CITY of any defect in the work, shall have the option to make appropriate repairs or replace agree/forms/city wnst/4-03 6 the defective item or items. Upon expiration of such ten (10) day period, CITY may then make appropriate repair or replacement at CONTRACTOR's risk and own cost and expense. 10. INDEPENDENT CONTRACTOR It is understood and agreed that CONTRACTOR is, and shall be, acting at all times hereunder as an independent contractor and not an employee of CITY. CONTRACTOR shall secure at its own cost and expense, and be responsible for any and all payment of all taxes, social security, state disability insurance compensation, unemployment compensation and other payroll deductions for CONTRACTOR and its officers, agents and employees and all business licenses, if any, in connection with the PROJECT and/or the services performed hereunder. It. LIQUIDATED DAMAGES/DELAYS It is agreed by the parties hereto that in case the total work called for hereunder is not in all parts and requirements finished or completed within the number of calendar days as set forth herein, damage will be sustained by CITY; and that it is, and would be, impractical and extremely difficult to ascertain and determine the actual damage which CITY would sustain in the event of and by reason of such delay. It is, therefore, agreed that CONTRACTOR will pay to CITY, as liquidated damages and not as a penalty, the sum of Dollars ($ ) per day for each and every working day's delay in completing the work in excess of the number of working/calendar days set forth herein, which represents a reasonable endeavor by the parties hereto to estimate a fair compensation for the foreseeable damages CITY would sustain in the event of and by reason of such delay; and CONTRACTOR agrees to pay these damages herein provided, and agree/forms/city const/4-03 7 further agrees that CITY may deduct the amount thereof from any monies due or that may become due to CONTRACTOR hereunder. CONTRACTOR will be granted an extension of time and will not be assessed damages for any portion of the delay in the completion of the work due to unforeseeable causes beyond the control and without the fault or negligence of CONTRACTOR, including, but not limited to, acts of God or of the public enemy, fire, floods, epidemics, quarantine restrictions, strikes, unsuitable weather, or delays of subcontractors due to such causes. CONTRACTOR shall, within fifteen (15) days from the beginning of any such delay (unless DPW shall grant a further period of time), notify DPW in writing of the cause of the delay and CITY shall extend the time for completing the work if, in its judgment, the findings of fact thereon justify the delay; and the decision of DPW shall be conclusive on the parties hereto. Should CONTRACTOR be delayed in the prosecution or completion of the work by the act, neglect or default of CITY, or should CONTRACTOR be delayed by waiting for materials required by this Agreement to be furnished by CITY, or by damage caused by fire or other casualty at the job site for which CONTRACTOR is not responsible, or by the combined action of the workers, in no way caused by or resulting from default or collusion on the part of CONTRACTOR, or in the event of a lockout by CITY, then the time herein fixed for the completion of the work shall be extended by the number of days CONTRACTOR has thus been delayed, but no allowance or extension shall be made unless a claim therefor is presented in writing to CITY within fifteen (15) days of the commencement of such delay. No claims for additional compensation or damages for delays, irrespective of the cause thereof, and including without limitation the furnishing of materials by CITY or agree/forms/city const/4-03 8 delays by other contractors or subcontractors, will be allowed and an extension of time for completion shall be the sole remedy of CONTRACTOR. 12. DIFFERING SITE CONDITIONS A. Notice: CONTRACTOR shall promptly, and before such conditions are disturbed, notify DPW in writing of: (1) Subsurface or latent physical conditions at the job site differing materially from those indicated in this Agreement or the Contract Documents; or (2) Unknown physical conditions at the job site, of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent to work of the character to be performed under this Agreement. DPW shall promptly investigate the conditions and if it finds that such conditions do materially so differ and cause an increase or decrease in the time required for performance of any part of the work under this Agreement, whether or not changed as a result of such conditions, an equitable adjustment shall be made and the agreement modified in writing accordingly. B. Time Extension: No claim of CONTRACTOR under this Section shall be allowed unless CONTRACTOR has given the notice required hereunder provided, however, the time prescribed therefor may be extended by CITY. agree/forms/city const/4-03 9 13. VARIATIONS IN ESTIMATED QUANTITIES The quantities listed in the bid schedule will not govern final payment. Payment to CONTRACTOR will be made only for the actual quantities of contract items used in construction of the PROJECT, in accordance with the plans and specifications. Upon completion of the PROJECT, if the actual quantities used are either more than or less than the quantities listed in the bid schedule, the bid price shall prevail subject to the provisions of this Section. DPW may, at its sole discretion, when warranted by the facts and circumstances, order an equitable adjustment, upwards or downwards, in payment to CONTRACTOR where the actual quantities used in construction of the PROJECT are in variation to the quantities listed in the bid schedule. No claim by CONTRACTOR for an equitable adjustment in price or time for completion shall be allowed if asserted after final payment under this Agreement. If the quantity variation is such as to cause an increase in the time necessary for completion, DPW shall ascertain the facts and circumstances and make such adjustment for extending the completion date as in its sole judgment the findings warrant. 14. PROGRESS PAYMENTS Each month DPW will make an estimate in writing of the work performed by CONTRACTOR and the value thereof. From each progress estimate, ten percent (10%) will be deducted and retained by CITY and the remainder of the progress estimate, less the amount of all previous payments since commencement of the work, will be paid to CONTRACTOR. When CONTRACTOR has, in the judgment of DPW, faithfully executed fifty percent (50%) or more of the value of the work as determined from the bid schedule, and if DPW finds that satisfactory progress has been and is being made, CONTRACTOR may be paid such sum as will bring the payments of each month up to one hundred percent (100%) of agree/forms/city const/4-03 10 the value of the work completed since the commencement of the PROJECT, as determined in its sole discretion by DPW, less all previous payments and less all previous retained amounts. CITY's final payment to CONTRACTOR, if unencumbered, or any part thereof unencumbered, shall be made thirty-five (35) days after the acceptance of the work and the filing of a Notice of Completion by CITY. Payments shall be made on demands drawn in the manner required by law, each payment to be accompanied by a certificate signed by DPW, affirming that the work for which payment is demanded has been performed in accordance with the terms of the Agreement and that the amount stated in the certificate is due under the terms of the Agreement. Partial payments on the contract price shall not be considered as a acceptance of any part of the work. 15. WITHHELD CONTRACT FUNDS SUBSTITUTION OF SECURITIES At the request and at the sole cost and expense of CONTRACTOR, who shall retain beneficial ownership and receive interest, if any thereon, CITY shall permit the substitution and deposit therewith of securities equivalent to the amount of any monies withheld by CITY to ensure performance under the terms of this Agreement. 16. AFFIDAVITS OF SATISFACTION OF CLAIMS After the completion of the work contemplated by this Agreement, CONTRACTOR shall file with DPW its affidavit stating that all workers and persons employed, all firms supplying materials and all subcontractors working upon the PROJECT have been paid in full and that there are no claims outstanding against the PROJECT for either labor or material, except certain items, if any, to be set forth in CONTRACTOR's affidavit covering disputed claims, or items in connection with Notices to Withhold, which have been filed under the provisions of the statutes of the State of California. agree/forms/city const/4-03 I I 17. WAIVER OF CLAIMS The acceptance by CONTRACTOR of the payment of the final certificate shall constitute a waiver of all claims against CITY under or arising out of this Agreement. 18. INDEMNIFICATION, DEFENSE, HOLD HARMLESS CONTRACTOR hereby agrees to protect, defend, indemnify and hold harmless CITY, its officers, elected or appointed officials, employees, agents, and volunteers from and against any and all, claims, damages, losses, expenses, judgments, demands defense costs, and consequential damage or liability of any kind or nature, however caused, including those resulting from death or injury to CONTRACTOR's employees and damage to CONTRACTOR's property, arising directly or indirectly out of the obligations or operations herein undertaken by CONTRACTOR, caused in whole or in part by any negligent act or omission of the CONTRACTOR, any subcontractors, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, including but not limited to concurrent active or passive negligence, except where caused by the active negligence, sole negligence, or willful misconduct of the CITY. CONTRACTOR will conduct all defense at its sole cost and expense and CITY shall approve selection of CONTRACTOR's counsel. This indemnity shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by CONTRACTOR. 19. WORKERS' COMPENSATION AND EMPLOYER'S LIABILITY INSURANCE Pursuant to California Labor Code Section 1861, CONTRACTOR acknowledges awareness of Section 3700 et seq. of this Code, which requires every employer agree/forms/city const/4-03 12 to be insured against liability for workers' compensation; CONTRACTOR covenants that it will comply with such provisions prior to commencing performance of the work hereunder. CONTRACTOR shall obtain and furnish to City workers' compensation and employer's liability insurance in an amount of not less than the State statutory limits. CONTRACTOR shall require all subcontractors to provide such workers' compensation and employer's liability insurance for all of the subcontractors' employees. CONTRACTOR shall furnish to CITY a certificate of waiver of subrogation under the terms of the workers' compensation and employer's liability insurance and CONTRACTOR shall similarly require all subcontractors to waive subrogation. 20. INSURANCE In addition to the workers' compensation and employer's liability insurance and CONTRACTOR's covenant to defend, hold harmless and indemnify CITY, CONTRACTOR shall obtain and furnish to CITY, a policy of general public liability insurance, including motor vehicle coverage covering the PROJECT. This policy shall indemnify CONTRACTOR, its officers, employees and agents while acting within the scope of their duties, against any and all claims arising out or in connection with the PROJECT, and shall provide coverage in not less than the following amount: combined single limit bodily injury and property damage, including products/completed operations liability and blanket contractual liability, of One Million Dollars ($1,000,000) per occurrence. If coverage is provided under a form which includes a designated general aggregate limit, the aggregate limit must be no less than One Million Dollars ($1,000,000) for this PROJECT. This policy shall name CITY, its officers, elected or appointed officials, employees, agents, and volunteers as Additional Insureds, and shall specifically provide that any other insurance agree/forms/city const/4-03 13 coverage which may be applicable to the PROJECT shall be deemed excess coverage and that CONTRACTOR's insurance shall be primary. Under no circumstances shall said above -mentioned insurance contain a self -insured retention, or a "deductible" or any other similar form of limitation on the required coverage. 21. CERTIFICATES OF INSURANCE• ADDITIONAL INSURED ENDORSEMENTS Prior to commencing performance of the work hereunder, CONTRACTOR shall furnish to CITY certificates of insurance subject to approval of the City Attorney evidencing the foregoing insurance coverages as required by this Agreement; the certificates shall: 1. provide the name and policy number of each carrier and policy; 2. state that the policy is currently in force; and 3. promise to provide that such policies will not be canceled or modified without thirty (30) days' prior written notice of CITY. CONTRACTOR shall maintain the foregoing insurance coverages in force until the work under this Agreement is fully completed and accepted by CITY. The requirement for carrying the foregoing insurance coverages shall not derogate from the CONTRACTOR's defense, hold harmless and indemnification obligations as set forth under this Agreement. CITY or its representative shall at all times have the right to demand the original or a copy of all the policies of insurance. CONTRACTOR shall pay, in a prompt and timely manner, the premiums on all insurance hereinabove required. CONTRACTOR shall provide a separate copy of the additional insured endorsement to each of CONTRACTOR's insurance policies, naming CITY, its officers, agree/forms/city const/4-03 14 elected and appointed officials, employees, agents and volunteers as Additional Insureds, to the City Attorney for approval prior to any payment hereunder. 22. NOTICE OF THIRD PARTY CLAIM Pursuant to Public Contracts Code §9202, CITY shall provide notice to CONTRACTOR of receipt of any claim filed with CITY or a court of competent jurisdiction which arises out of performance of this agreement within ten (10) days of receipt of such claim or claims. 23. DEFAULT AND TERMINATION If CONTRACTOR fails or refuses to prosecute the work hereunder with diligence, or fails to complete the work within the time specified, or is adjudged bankrupt or makes an assignment for the benefit of creditors or becomes insolvent, or violates any provision of this Agreement or the Contract Documents, CITY may give CONTRACTOR notice in writing of its intention to terminate this Agreement. Unless the violation is cured within ten (10) days after such Notice of Intention has been served on CONTRACTOR, CITY may, without prejudice to any other remedy it may have, terminate this Agreement upon the expiration of that time. Upon such default by CONTRACTOR, CITY may elect not to terminate this Agreement; in such event CITY may make good the deficiency in which the default consists and deduct the resulting costs from the progress payments then or to become due to CONTRACTOR. If it is subsequently determined by a court of competent jurisdiction that CITY's termination of this Agreement under this Section was wrongful, such termination shall be converted to a termination for convenience under Section 23 and any damages shall be assessed as set forth in Section 23. agree forms/city const/4-03 15 24. TERMINATION FOR CONVENIENCE CITY may terminate this Agreement for convenience at any time with or without cause, and whether or not PROJECT is fully complete upon seven (7) calendar days written notice to CONTRACTOR. In the event of termination, under this Section CITY shall pay CONTRACTOR for value of work in place on the PROJECT through the termination period plus seven and one-half percent (7 I/2 %) for overhead and profit less all such payments already made. Such payment by CITY shall be CONTRACTOR's sole and exclusive remedy for termination by CITY for its convenience and CITY shall have not further obligation to CONTRACTOR. 25. DISPOSITION OF PLANS ESTIMATES AND OTHER DOCUMENTS CONTRACTOR agrees that upon completion of the work to be performed hereunder, or upon expiration or earlier termination of this Agreement, all original plans, specifications, drawings, reports, calculations, maps and other documents pertaining to this Agreement shall be delivered to CITY and become its sole property at no further cost. 26. NONASSIGNABILITY CONTRACTOR shall not sell, assign, transfer, convey or encumber this Agreement, or any part hereof, or any right or duty created herein, without the prior written consent of CITY and the surety. 27. CITY EMPLOYEES AND OFFICIALS CONTRACTOR shall employ no CITY official nor any regular CITY employee in the work performed pursuant to this Agreement. No officer or employee of CITY shall have any financial interest in this Agreement in violation of the California Government Code. agree/forms/city const/4-03 16 28. STOP NOTICES• RECOVERY OF ADMINISTRATIVE COSTS CITY shall be entitled to all reasonable administrative costs and necessary disbursements arising out of the processing of Stop Notices, Notices to Withhold, or any similar legal document. This obligation shall be provided for in the labor and materials payment bond required of CONTRACTOR. CITY may charge an administrative fee of One Hundred Dollars ($100) for every Stop Notice filed in excess of two (2), regardless of whether or not CITY is named in an action to enforce such stop notices. CITY may set off any unreimbursed cost or expense so incurred against any sum or sums owed by CITY to CONTRACTOR under this Agreement. 29. NOTICES Any notices, certificates, or other communications hereunder shall be given either by personal delivery to CONTRACTOR's agent (as designated in Section 1 hereinabove) or to CITY as the situation shall warrant, or by enclosing the same in a sealed envelope, postage prepaid, and depositing the same in the United States Postal Service, to the addresses specified below; provided that CITY and CONTRACTOR may designate different addresses to which subsequent notices, certificates or other communications will be sent by notifying the other party via personal delivery, reputable overnight carrier or U. S. certified mail -return receipt requested: TO CITY: TO CONTRACTOR: City of Huntington Beach ATTN: 2000 Main Street Huntington Beach, CA 92648 agree/forms/city const/4-03 17 30. SECTION HEADINGS The titles, captions, section, paragraph and subject headings, and descriptive phrases at the beginning of the various sections in this Agreement are merely descriptive and are included solely for convenience of reference only and are not representative of maters included or excluded from such provisions, and do not interpret, define, limit or describe, or construe the intent of the parties or affect the construction or interpretation of any provision of this Agreement. 31. IMMIGRATION CONTRACTOR shall be responsible for full compliance with the immigration and naturalization laws of the United States and shall, in particular, comply with the provisions of United States Code Section 1324a regarding employment verification. 32. LEGAL SERVICES SUBCONTRACTING PROHIBITED CONTRACTOR and CITY agree that CITY is not liable for payment of any subcontractor work involving legal services, and that such legal services are expressly outside the scope of services contemplated hereunder. CONTRACTOR understands that pursuant to Huntington Beach City Charter Section 309, the City Attorney is the exclusive legal counsel for CITY; and CITY shall not be liable for payment of any legal services expenses incurred by CONTRACTOR. 33. ATTORNEY'S FEES In the event suit is brought by either party to construe, interpret and/or enforce the terms and/or provisions of this Agreement or to secure the performance hereof, each party agree/forms/city const/4-03 18 shall bear its own attorney's fees, such that the prevailing parry shall not be entitled to recover its attorney's fees from the non -prevailing parry. 34. INTERPRETATION OF THIS AGREEMENT The language of all parts of this Agreement shall in all cases be construed as a whole, according to its fair meaning, and not strictly for or against any of the parties. If any provision of this Agreement is held by an arbitrator or court of competent jurisdiction to be unenforceable, void, illegal or invalid, such holding shall not invalidate or affect the remaining covenants and provisions of this Agreement. No covenant or provision shall be deemed dependent upon any other unless so expressly provided here. As used in this Agreement, the masculine or neuter gender and singular or plural number shall be deemed to include the other whenever the context so indicates or requires. Nothing contained herein shall be construed so as to require the commission of any act contrary to law, and wherever there is any conflict between any provision contained herein and any present or future statute, law, ordinance or regulation contrary to which the parties have no right to contract, then the latter shall prevail, and the provision of this Agreement which is hereby affected shall be curtailed and limited only to the extent necessary to bring it within the requirements of the law. 35. GOVERNING LAW This Agreement shall be governed and construed in accordance with the laws of the State of California. 36. DUPLICATE ORIGINAL The original of this Agreement and one or more copies hereto have been prepared and signed in counterparts as duplicate originals, each of which so executed shall, agreelforms/city const/4-03 19 irrespective of the date of its execution and delivery, be deemed an original. Each duplicate original shall be deemed an original instrument as against any party who has signed it. 37. CONSENT Where CITY's consent/approval is required under this Agreement, its consent/approval for one transaction or event shall not be deemed to be consent/approval to any subsequent occurrence of the same or any other transaction or event. 38. SURVIVAL Terms and conditions of this Agreement, which by their sense and context survive the expiration or termination of this Agreement shall so survive. 39. MODIFICATION No waiver or modification of any language in this Agreement shall be valid unless in writing and duly executed by both parties. 40. ENTIRETY The parties acknowledge and agree that they are entering into this Agreement freely and voluntarily following extensive arm's length negotiation, and that each has had the opportunity to consult with legal counsel prior to executing this Agreement. The parties also acknowledge and agree that no representations, inducements, promises, agreements or warranties, oral or otherwise, have been made by that party or anyone acting on that parry'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 agree forms/city const/4-03 20 of this Agreement, and supersede all prior understandings and agreements whether oral or in writing between the parties respecting the subject matter hereof. IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by and through their authorized offices the day, month and year first above written. CONTRACTOR am print name ITS: (circle one) Chairtnan/President/Vice President AND print name ITS: (circle one) Secretary/Chief Financial Officer/Asst. Secretary - Treasurer REVIEWED AND APPROVED: City Administrator agree/forms/city const/4-03 21 CITY OF HUNTINGTON BEACH, a municipal corporation of the State of California Mayor ATTEST: City Clerk APPROVED AS TO FORM: City Attorney INITIATED AND APPROVED: Director of Public Works REQUEST FOR ACTION MEETING DATE: August 4, 2003 DEPARTMENT ID NUMBER: 03-047��� Alternative Action(s):\ , Forego approval and direct staff on how to proceed with the project. C Analysis: The water pipelines in Florida Street between Clay Avenue and A1�amar Drive; and in Alabama Street between Adams Avenue and Knoxville Avenue are in excess of 50- years old and have a history of maintenance problems which warrant their replacement. Approximately 3,200 lineal feet of pipe will be replaced in Florida Street and 2,000 lineal feet will be replaced in Alabama Street. Additionally, replacing the 6-inch pipeline in Florida Street with an 8-inch pipeline will result in significant hydraulic benefits to the City's water customers, for a relatively nominal increase in pipe cost. On April 21, 2003, the City Council authorized the Director of Public Works to request public bids for the construction of the water pipeline replacements in Florida Street and Alabama Street; CC-1188. On July 8, 2003, six bids were received and publicly opened by the City Clerk and are listed as follows, in order of least dollar amount: Valverde Construction, Inc. $1,325,464.00 J A Salazar Construction and Supply Corp. $1,341,637.00 Colich & Sons, L.P. $1,555,540.00 Cedro Construction, Inc. $1,560,552.00 Simich Construction Company, Inc. $1,640,930.00 W. A. Rasic Construction Company, Inc. $1,720,898.65 The Engineer's Construction Estimate was $1, 800,000. Alternative bid items A-1 and B-1, not included as the basis of award, are for the construction of new fire hydrant assemblies utilizing salvaged hydrants with new appurtenances. Construction support, approximately 2% of the construction cost, is for the design engineer to provide the necessary services such as site visits, shop drawing review and to ensure that the engineer's intent in the construction documents is adhered to during construction. These services will be provided by the design engineer pursuant to the terms of their existing contract. Project supplemental costs, approximately 5% of construction cost, are budgeted in the event that the City requires independent testing, printing and other miscellaneous costs that might arise throughout the course of the project. City staff will provide construction management and inspection services. Public Works Commission Review: The Commission reviewed and supported staffs request to advertise for competitive bids on July 16, 2002, by a vote of 6-0-1 (Commissioner Gartland was absent). 03-047 Aug 4 Rulla (Award Floirda, Alabama Water Mains);3- '�, 7/21/2003 4:11 PM 4114 �J"" SECTION A Div CQ0 NOTICE INVITING SEALED BIDS for the WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE CASH CONTRACT No. 1188 in the CITY OF HUNTINGTON BEACH PUBLIC NOTICE IS HEREBY GIVEN that the CITY OF HUNTINGTON BEACH, as AGENCY, invites sealed bids for the above stated projects and will receive such bids in the office of the City Clerk, Second Floor, 2000 Main Street, Huntington Beach, California 92648, up to the hour of 2:00 p.m. on July 8, 2003. Bids will be publicly opened in the Council Chambers unless otherwise posted. Copies of the Plans, Specifications, and contract documents are available from the Office of the Director of Public Works, 2000 Main Street, Huntington Beach, CA 92648, upon payment of a $ 3 5. 00 nonrefundable fee if picked up, or payment of a $ 5 0. 00 nonrefundable fee if mailed. Any contract entered into pursuant to this notice will incorporate the provisions of the State Labor Code. Pursuant to the provisions of the Labor Code of the State of California, the minimum prevailing rate of per diem wages for each craft, classification or type of workman needed to execute the contract shall be those determined by the Director of Industrial Relations of the State of California, which are on file at the Office of the Director of Public Works, 2000 Main Street, Huntington Beach, CA 92648. The AGENCY will deduct a 10% retention from all progress payments. The Contractor may substitute an escrow holder surety of equal value to the retention in accordance with the provisions of the California Government Code, Section 4590. The Contractor shall be beneficial owner of the surety and shall receive any interest thereon. The AGENCY hereby affirmatively ensures that minority business enterprises will be afforded full opportunity to submit bids in response to this notice and will not be discriminated against on RLSPECSWUNTINGTONMCIMORI A&ALABAkVSTRUTSPEGS A-1 the basis of race, color, national origin, ancestry, sex, or religion in any consideration leading to the award of contract. No bid shall be considered unless it is prepared on the approved Proposal forms in conformance with the Instructions to Bidders. The bid must be accompanied by a certified check, cashier's check, or bidder's bond made payable to the AGENCY for an amount no less than 10% of the amount bid. The successful bidder shall be licensed in accordance with provisions of the Business and Professions Code and shall possess a State Contractor's License Class at the time of the bid opening. The successful Contractor and his subcontractors will be required to possess business licenses from the AGENCY. Pursuant to the amended Public Contract Code Section 3400 Contractors are now required to submit all substitution requests for equal material or systems prior to award of the contract during a period specified in the bid documents. No substitution requests will be considered after the award of the contract. Project Description: The work generally includes the replacement of approximately 5100 lineal feet of 12-inch and 1100 lineal feet of 8-inch water pipeline in the City of Huntington Beach. The project schedule is 120 calendar days. The engineer's estimate for the work is approximately $1.6 million. 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, This 21" day of April 2003. Attest: Connie Brockway CITY CLERK OF THE CITY OF HUNTINGTON BEACH RISPECSWUNTINGTON➢EACHIFLORIDA & AWAMA STREET SPECS A-2. PROOF OF PUBLICATION STATE OF CALIFORNIA) ) ss. COUNTY OF ORANGE ) I am a Citizen of the United States and a resident of the County aforesaid; I am over the age of eighteen years, and not a party to or interested in the below entitled matter. I am a principal clerk of the HUNTINGTON BEACH INDEPENDENT, a newspaper of general circulation, printed and published in the City of Huntington Beach, County of Orange, State of California, and that attached Notice is a true and complete copy as was printed and published in the Huntington Beach issue of said newspaper to wit the Issue(s) of: June 12, 2003 June 19, 2003 June 26, 2003 I declare, under penalty of perjury, that the foregoing is true and correct. Executed on ,Tune 26 , 2003 at Costa Mesa, California. Signature NOTICE INVMNG SEALED IDS for the WATERMAIN REPLACEMENT PROJECT, ROMA STREET ALTAMAR DRIVE TO CIAY . AVENUE WATERMADI RE- PLACEMENT PROJECT, ALA - MO STREET KNOXVI LE AVENUE TO ADAMS AVENUE CONSTRUCTION CONTRACT No.1188 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, Cali- fornia 92648, up to the hour of 2:00 p.m. on July 8, 2003. Bids will be publicly opened in the Council Chambers unless otherwise posted. Copies of the Plans, Specifications, and contract documents are available from the Office of the Director of Public Works, 2000 Main Street, Huntington Beach, CA 92648, upon payment of a $35.00 nonrefundable tee if picked up, or payment of a $50.00 nonrefund- able fee if mailed. Any contract entered into pursuant to this notice will incorporate the provisions of the State Labor Code. Pur- suant 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, Hun- tington Beach, CA 92648. The AGENCY will de- duct a 10% retention from all progress pay- ments. The Contractor may substitute an es- crow holder surety of equal value to the retention in accordance with the provisions of the California Govern- ment 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 re- spbnse to this notice and will not be dis- criminated 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 con- sidered unless it is prepared on the ap- proved Proposal forms in conformance with the Instructions to Bidders. The bid must 'be accompanied by a cer- tified check, cashier's check, or bidder's bond made payable to the AGENCY for an amount no less than 40% of the amount bid. The suc- cessful bidder shall be licensed in accordance with provisions of the Business and Profes- sions Code and shall possess a State Con- tractor's License Class at the time of the bid opening. The successful Contractor and his subcontractors will be required to possess business licenses from the AGENCY. Pursuant to the amended Public Contract Code Section 3400 Contractors are now required to submit all substitution requests for equal material or sys- tems prior to award of the contract during a, period specified in the bid documents. No substitution requests will be considered after the award of the contract. Project Description: The work generally includes -the replacement of approximately 5100 lineal feet of 12-inch and 1100 lineal feet of 8-inch water pipeline in the City of Huntington Beach. The project schedule is 120 calendar days. The engineer's estimate for the work is approxi- mately $1.6 million. The AGENCY reserves the right to reject any or all bids, to waive any irregularity and to take all bids under advise- ment for S maximum period of 60 days. BY ORDER of the CITY COUNCIL of the CITY OF HUNTINGTON BEACH, CALIFORNIA, This 21st day of April 2003. Attest: Connie Brockway CITY CLERK OF THE CITY OF HUNTINGTON BEACH Published Huntington Beach Independent June 12,19,26,2003 062-034 Sch. A Item No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 $ 22,000.00 $ 332,800.00 $ 23,940.00 $ 24,840.00 $ 14,850.00 $ 19,360.00 $ 9,500.00 $ 9,480.00 $ 11,200.00 $ 5,400.00 $ 45,600.00 $ 7,800.00 $ 14,500.00 $ 9,720.00 $ 50,800.00 $ 6,720.00 $ 4,540.00 $ 7,560.00 $ 7,760.00 $ 3,135.00 $ 9,280.00 $ 11,500.00 $ 39,000.00 $ 32,940.00 $ 2,360.00 $ 5,400.00 $ 5,400.00 $ 18,690.00 $ 6,080.00 $ 5,320.00 $ 25,560.00 $ 18,690.00 Sch. B Item No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Valverde Construction Inc. $ 22,000.00 $ 214,000.00 $ 4,500.00 $ 6,480.00 $ 5,580.00 $ 7,000.00 $ 4,500.00 $ 5,495.00 $ 6,240.00 $ 7,420.00 $ 1,350.00 $ 19,250.00 $ 7,400.00 $ 11, 600.00 $ 24,600.00 $ 17,430.00 $ 2,660.00 $ 1,940.00 $ 7,280.00 $ 5,800.00 $ 3,000.00 $ 6,700.00 $ 22,000.00 $ 16, 344.00 $ 2,360.00 $ 4,800.00 $ 5,400.00 $ 3,000.00 $ 11,040.00 $ 12,300.00 $ 2,060.00 $ 3,900.00 Add #1 No. 1 $ 1,770.00 $ 1,770.00 $ 1,500.00 2 $ 1,500.00 3 $ 1,210.00 4 $ 1,210.00 5 $ 1,210.00 6 $ 1,770.00 $ 1,770.00 7 $ 1,770.00 $ 1,770.00 $ 1,500.00 8 $ 1,770.00 $ 1,770.00 $ 2,100.00 9 $ 1,770.00 $ 1,770.00 $ 1,800.00 10 11 Total = $ 811,725.00 Total = $ 475,429.00 Total = Alt. A-1 $ 27,000.00 Alt. B-1 $ 9,000.00 Acknowledge Receipt of Addendum No. 1 Yes List Subcontractors Yes Noncollusion Affidavit Yes Utility Agreement Yes Disqualification Questionnaire Yes Bidder's Information Yes Bid Bond Yes $ 1,770.00 $ 1,770.00 $ 1,500.00 $ 1,770.00 $ 1,770.00 $ 38,310.00 Bid Total = $ 1,325,464.00 Sch. A Item No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 J A Salazar Construction and Supply Corp. $ 10,000.00 $ 278,400.00 $ 15,770.00 $ 19,090.00 $ 9,350.00 $ 18,260.00 $ 4,750.00 $ 5,700.00 $ 9,500.00 $ 9,000.00 $ 48,000.00 $ 16,000.00 $ 20,000.00 $ 10,800.00 $ 52,000.00 $ 6,600.00 $ 6,000.00 $ 18,000.00 $ 8,000.00 $ 16,500.00 $ 16,000.00 $ 4,000.00 $ 10,000.00 $ 16,470.00 $ 5,000.00 $ 7,500.00 $ 10, 000.00 $ 24, 500.00 $ 7,000.00 $ 8,400.00 $ 46,800.00 Sch. B Item No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 $ 10,000.00 $168, 000.00 $ 8,500.00 $ 9,000.00 $ 9,000.00 $ 14,000.00 $ 9,000.00 $ 9,625.00 $ 10,500.00 $ 14,000.00 $ 3,600.00 $ 20,000.00 $ 16,000.00 $ 16,000.00 $ 33,000.00 $ 25,200.00 $ 4,400.00 $ 3,000.00 $ 19,500.00 $ 10,000.00 $ 13,000.00 $ 4,000.00 $ 7,000.00 $ 8,172.00 $ 5,000.00 $ 3,750.00 $ 10,000.00 $ 8,000.00 $ 12, 000.00 $ 12,000.00 $ 3,000.00 Add #1 No. 1 $ 750.00 $ 5,000.00 $ 1,000.00 2 3 4 5 6 FA 8 9 10 $ 1,000.00 $ 4,500.00 $ 4,500.00 $ 4,500.00 $ 750.00 $ 5,000.00 $ 750.00 $ 5,000.00 $ 750.00 $ 750.00 $ 5,000.00 $ 1,500.00 $ 750.00 $ 5,000.00 $ 1,500.00 $ 750.00 $ 5,000.00 $ 1,000.00 32 $ 42,000.00 32 $ 3,500.00 11 $ 750.00 $ 5,000.00 Total = $ 779,390.00 Total = $ 501,747.00 Total = $ 60,500.00 Alt. A-1 $ 34,200.00 Alt. B-1 $ 11,400.00 Acknowledge Receipt of Addendum No. 1 Yes List Subcontractors Yes Noncollusion Affidavit Yes Utility Agreement Yes Disqualification Questionnaire Yes Bidder's Information Yes Bid Bond Yes Bid Total = $ 1,341,637.00 Colich & Sons, L.P. Sch. A Sch. B Add #1 Item No. Item No. No. 1 $ 40,000.00 1 $ 25,000.00 1 $ 750.00 2 $ 380,800.00 2 $ 236,000.00 $ 600.00 3 $ 29,260.00 3 $ 9,579.00 $ 1,220.00 4 $ 30,820.00 4 $ 9,060.00 5 $ 17,380.00 5 $ 9,030.00 2 $ 1,220.00 6 $ 24,860.00 6 $ 10,220.00 7 $ 13,700.00 7 $ 11,136.00 3 $ 1,200.00 8 $ 16,860.00 8 $ 9,240.00 9 $ 33,900.00 9 $ 10,620.00 4 $ 1,200.00 10 $ 14,400.00 10 $ 10,710.00 11 $ 51,000.00 11 $ 4,800.00 5 $ 1,200.00 12 $ 9,200.00 12 $ 23,500.00 13 $ 15,000.00 13 $ 9,500.00 6 $ 750.00 14 $ 14,850.00 14 $ 12,800.00 $ 600.00 15 $ 66,800.00 15 $ 39,000.00 16 $ 9,750.00 16 $ 27,300.00 7 $ 750.00 17 $ 6,700.00 17 $ 5,200.00 $ 600.00 18 $ 18,000.00 18 $ 1,400.00 $ 1,220.00 19 $ 4,000.00 19 $ 19,825.00 20 $ 6,600.00 20 $ 4,750.00 8 $ 750.00 21 $ 24,800.00 21 $ 5,900.00 $ 600.00 22 $ 3,500.00 22 $ 2,000.00 $ 1,830.00 23 $ 25,000.00 23 $ 15,000.00 24 $ 21, 960.00 24 $ 11, 350.00 9 $ 600.00 25 $ 3,200.00 25 $ 2,000.00 $ 1,225.00 26 $ 7,250.00 26 $ 3,625.00 $ 750.00 27 $ 15,000.00 27 $ 15,000.00 28 $ 14,000.00 28 $ 2,400.00 10 $ 750.00 29 $ 5,000.00 29 $ 8,400.00 $ 600.00 30 $ 5,600.00 30 $ 9,900.00 $ 1,220.00 31 $ 24,120.00 31 $ 2,000.00 32 $ 12,600.00 32 $ 2,400.00 11 $ 750.00 $ 600.00 Total = $ 965,910.00 Total = $ 568,645.00 Total = $ 20,985.00 Bid Total = $ 1,555,540.00 Alt. A-1 $ 37,800.00 Alt. B-1 $ 12,600.00 Acknowledge Receipt of Addendum No. 1 Yes List Subcontractors Yes Noncollusion Affidavit Yes Utility Agreement Yes Disqualification Questionnaire Yes Bidder's Information Yes Bid Bond Yes Simich Construction Company, Inc. Sch. A Sch. B Add #1 Item No. Item No. No. 1 $ 25,000.00 1 $ 25,000.00 1 $ 900.00 2 $ 512,000.00 2 $ 320,000.00 $ 800.00 3 $ 31, 350.00 3 $ 6,000.00 $ 600.00 4 $ 37,950.00 4 $ 5,100.00 5 $ 18,150.00 5 $ 5,100.00 2 $ 600.00 6 $ 36,300.00 6 $ 11,900.00 7 $ 8,500.00 7 $ 6,000.00 3 $ 800.00 8 $ 10,200.00 8 $ 5,950.00 9 $ 17,000.00 9 $ 9,900.00 4 $ 800.00 10 $ 5,400.00 10 $ 11,550.00 11 $ 42,000.00 11 $ 1,800.00 5 $ 1,000.00 12 $ 7,600.00 12 $ 17,500.00 13 $ 17,000.00 13 $ 9,000.00 6 $ 900.00 14 $ 9,000.00 14 $ 13,600.00 $ 800.00 15 $ 44,000.00 15 $ 30,000.00 16 $ 6,000.00 16 $ 23,100.00 7 $ 900.00 17 $ 4,400.00 17 $ 5,000.00 $ 800.00 18 $ 9,600.00 18 $ 2,500.00 $ 600.00 19 $ 3,200.00 19 $ 10,400.00 20 $ 6,600.00 20 $ 8,000.00 8 $ 900.00 21 $ 15,200.00 21 $ 6,000.00 $ 800.00 22 $ 6,000.00 22 $ 6,000.00 $ 900.00 23 $ 6,000.00 23 $ 6,000.00 24 $ 18,300.00 24 $ 9,080.00 9 $ 900.00 25 $ 5,000.00 25 $ 5,000.00 $ 800.00 26 $ 4,000.00 26 $ 2,000.00 $ 700.00 27 $ 5,000.00 27 $ 10,000.00 28 $ 23,800.00 28 $ 4,000.00 10 $ 900.00 29 $ 8,000.00 29 $ 13,600.00 $ 800.00 30 $ 9,100.00 30 $ 16,500.00 $ 600.00 31 $ 36,900.00 31 $ 3,400.00 32 $ 21,000.00 32 $ 4,000.00 11 $ 800.00 $ 800.00 Total = $ 1,009,550.00 Total = $ 612,980.00 Total = $ 18,400.00 Bid Total = $ 1,640,930.00 Alt. A-1 $ 27,000.00 Alt. B-1 $ 9,000.00 Acknowledge Receipt of Addendum No. 1 Yes List Subcontractors Yes Noncollusion Affidavit Yes Utility Agreement Yes Disqualification Questionnaire Yes Bidder's Information Yes Bid Bond Yes W. A. Rasic Construction Company, Inc. Sch. A Sch. B Add #1 Item No. Item No. No. 1 $ 47,154.00 1 $ 29, 096.00 1 $ 1,000.00 2 $ 351,648.00 2 $240,740.00 $ 2,000.00 3 $ 32,391.20 3 $ 10,967.00 $ 1,000.00 4 $ 26,121.10 4 $ 12,144.90 5 $ 19,383.10 5 $ 12,624.00 2 $ 1,500.00 6 $ 25,612.40 6 $ 19,628.70 7 $ 15,723.00 7 $ 4,385.00 3 $ 2,000.00 8 $ 12,909.00 8 $ 13,359.15 9 $ 25,869.00 9 $ 13,168.80 4 $ 2,000.00 10 $ 12,834.00 10 $ 12,119.80 11 $ 44,175.96 11 $ 5,412.00 5 $ 3,000.00 12 $ 16,467.00 12 $ 19,249.00 13 $ 17,540.00 13 $ 17,963.00 6 $ 1,000.00 14 $ 13,460.04 14 $ 13,389.00 $ 2,000.00 15 $ 64,825.20 15 $ 44,019.00 16 $ 9,888.99 16 $ 30,910.95 7 $ 2,000.00 17 $ 6,892.00 17 $ 6,118.00 $ 2,000.00 18 $ 10,593.00 18 $ 3,526.00 $ 1,000.00 19 $ 6,834.00 19 $ 11,864.06 20 $ 24,596.99 20 $ 4,512.00 8 $ 1,500.00 21 $ 21,438.40 21 $ 22,191.00 $ 2,000.00 22 $ 6,200.00 22 $ 6,372.00 $ 1,500.00 23 $ 19,635.00 23 $ 16,363.00 24 $ 19,215.00 24 $ 9,534.00 9 $ 1,500.00 25 $ 5,058.00 25 $ 1,904.00 $ 2,000.00 26 $ 6,438.00 26 $ 3,213.00 $ 1,250.00 27 $ 4,141.00 27 $ 1,309.00 28 $ 48,906.97 28 $ 7,127.00 10 $ 1,500.00 29 $ 14,725.00 29 $ 30,965.00 $ 2,000.00 30 $ 11,158.98 30 $ 25,124.01 $ 1,000.00 31 $ 48,708.00 31 $ 5,939.00 32 $ 30,553.95 32 $ 7,315.00 11 $ 500.00 $ 2,000.00 Total = $ 1,021,096.28 Total = $ 662,552.37 Total = $ 37,250.00 Alt. A-1 $ 29,949.03 Alt. B-1 $ 9,000.00 Acknowledge Receipt of Addendum No. 1 Yes List Subcontractors Yes Noncollusion Affidavit Yes Utility Agreement Yes Disqualification Questionnaire Yes Bidder's Information Yes Bid Bond Yes Bid Total = $ 1,720,898.65 Sch. A Item No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 $ 24, 307.00 $ 384,000.00 $ 23,940.00 $ 28,980.00 $ 13,860.00 $ 27,720.00 $ 6,300.00 $ 7,560.00 $ 12,600.00 $ 5,454.00 $ 39,000.00 $ 11,728.00 $ 16,410.00 $ 8,901.00 $ 44,520.00 $ 13, 842.00 $ 5,858.00 $ 15,324.00 $ 7,296.00 $ 18,271.00 $ 14,880.00 $ 15,834.00 $ 11,550.00 $ 27,450.00 $ 13,230.00 $ 9,480.00 $ 9,135.00 $ 30, 695.00 $ 10,894.00 $ 6,433.00 $ 36,756.00 $ 15, 582.00 Sch. B Item No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Cedro Construction Inc. $ 24,307.00 $ 244,000.00 $ 7,677.00 $ 5,580.00 $ 5,580.00 $ 13,020.00 $ 8,320.00 $ 6,510.00 $ 11,160.00 $ 13,020.00 $ 1,905.00 $ 18,135.00 $ 11, 094.00 $ 13,152.00 $ 23,550.00 $ 20,034.00 $ 4,158.00 $ 2,424.00 $ 18,031.00 $ 9,700.00 $ 15,440.00 $ 10,370.00 $ 8,610.00 $ 13,620.00 $ 9,702.00 $ 4,770.00 $ 9,135.00 $ 3,260.00 $ 18,364.00 $ 16,554.00 $ 3,832.00 $ 4,598.00 Add #1 No. 1 $ 2,500.00 $ 5,000.00 $ 1,000.00 2 $ 1,250.00 3 $ 1,350.00 4 $ 1,350.00 5 $ 1,000.00 6 $ 2,500.00 $ 5,000.00 7 $ 2,500.00 $ 5,000.00 $ 1,000.00 8 $ 2,500.00 $ 5,000.00 $ 1,500.00 9 $ 2,500.00 $ 5,000.00 $ 1,200.00 10 11 Total = $ 917,790.00 Total = $ 579,612.00 Total = Alt. A-1 $ 22,500.00 Alt. B-1 $ 7,950.00 Acknowledge Receipt of Addendum No. 1 Yes List Subcontractors Yes Noncollusion Affidavit Yes Utility Agreement Yes Disqualification Questionnaire Yes Bidder's Information Yes Bid Bond Yes $ 2,500.00 $ 5,000.00 $ 1,000.00 $ 2,500.00 $ 5,000.00 $ 63,150.00 Bid Total = $ 1,560,552 000 cc- 8,0 BID DATE: TLWE Engineer's Estimate: $ �, Bov, ooc� BID LIST BIDDER'S NAME RAAW TOTAL BID AMOUNT 1. edr( Cenjjwb'ot, Mc `3 $ 1) 5-�01 5-,Q - °% 2. Co ! t c _!�_ q a ns , L p $ I (� p s q .qo. 00 3.cSalarar6ndr, i A 62I � � $ 13LZ, 0 o. 4. C)1 /'yl I Grt C Q r, Co 6- $ G,70, &3o 6. Valverde) b fisfry ors inc. 4 7. $ 8. $ 9. $ 10. $ 11. $ 12. $ 13. $ 14. $ 15. $ SECTION C PROPOSAL for the WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE CONSTRUCTION CONTRACT No. 1188 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 120 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. RISPECV1UAWNGT0NBC4CHIFL0RIDA & ALABAMI STRGLT SPECS C-1 PROJECT BID SCHEDULE A WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 1. Mobilization 1 LS $_22,._00_0.00 $ 22,000.00 2. Furnish and install 12-inch PVC pipeline in Florida St. with nitrile (NBR) gaskets, and connection to the existing watermain north of Altamar Ave., north and south of Yorktown Ave., and north of Clay Ave., including all valves, fittings, and appurtenances, pavement sawcutting and removal, excavation, backfill, zero sack slurry backfill, surface repair, and thrust restraint, as $ I04.00 $ 332,800.00 shown on these plans, complete and in place. 3,200 LF 3. Construct 8-inch PVC pipeline in Utica Ave. with nitrite (NBR gaskets), and connection to existing watermains, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and 126.00 $ 23,940.00 operative in place. 190 LF 4. Construct 8-inch PVC pipeline in Jay Circle, with nitrile (NBR gaskets), including all valves, fittings, blowoffs, and appurtenances, pavement sawcutting and removal, excavation, backfill, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and 108.00 $ 24.840.00 operative in place. 230 LF 5. Construct 8-inch PVC pipeline in Williams Ave., with nitrile (NBR) gaskets and connection to existing watermain, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slung backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 110 LF $ 135.00 $ 14,850,00 RUPECSWUNT,WGT0NBE4CF r1.0XDA&A "4MASTREET SPECS C-1s PROJECT BID SCHEDULE A WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 6. Construct 8-inch PVC pipeline in Jana Circle, with nitrite (NBR) gaskets, including all valving, fittings, blowoffs, and appurtenances, pavement sawcutting and removal, excavation, backfill, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 220 LF $ 88.00 $ 19,360.00 7. Construct 8-inch pipeline in Owen Ave. and connection to existing watermain, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair and thrust restraint, as shown on these plans, complete and operative in place. 50 LF $ 190.0o $ 9.5oo . oo 8. Construct 8-inch PVC pipeline in Terrace Circle, with nitrile (NBR) gaskets, and connection to existing watermain, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, cement slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 60 LF $ 158.00 $ 9,480.00 9. Construct 8-inch PVC pipeline in Clay Ave., with nitrile (NBR) gaskets, and connection to existing watermains, including all valves, fittings, temporary blowoffs and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 100 LF $ 112.00 $ 11,200.00 10. Remove and salvage (to the City) existing fire hydrant, including removal and disposal of bury, valve box and valve cover, backfill, and surface repair, as shown on these plans, complete and in place. 9 EA $ 600.00 $ 5,400.001 RWfCSIHUNMVGTON BEACHKORIDA & AUBAAM STREET SPECS C-2s r PROJECT BID SCHEDULE A WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 11. Construct new fire hydrant assembly, including furnishing and installing new bury, valve and appurtenances, zero sack slurry backfill and surface repair as shown on these plans, complete and in place. 12 EA $3800.00 $ 45,600.00 12. Furnish and install 4-inch pump -out assembly, including all valving, fittings, zero sack slurry backfill and appurtenances, as shown on these $ 9-00. 00 $ 7,800.00 plans, complete and in place. 2 EA 13. Furnish and install 2-inch air and vacuum assembly, including all valving, fittings, and appurtenances, as shown on these plans, complete and in place. 5 EA $2900.00 $ 14, 500.00 14. Furnish and Install new 1-inch polyethelyne water service, including piping, fittings, valving, Y4-inch metering assembly and meter box, abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, reconnection to customer side, and appurtenances, complete and operative in place. 9 EA $1080.00 $ 9,720.00 15. Furnish and Install new 1-inch polyethelyne water service, including piping, fittings, valving, 1-inch metering assembly and meter box and abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, reconnection to customer side, and appurtenances, complete and operative in place. 40 EA $_ 270.00 $ 50,800.00 16. Furnish and Install new 2-inch copper water service, including piping, fittings, valving, %-inch metering assembly and meter box, abandonment of existing line, trench excavation, pipe bedding, cement zero sack backfill, compaction, reconnection to customer side, and appurtenances, complete and operative in place. 3 EA $ 2240.00 $ 6, 720.00, RLWCS9NUNTLVGT0NBE4Ch1PL0RIDA&4LadMlSTREETSPECS C-3s PROJECT BID SCHEDULE A WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 17. Furnish and Install new 2-inch copper water service, including piping, fittings, valving, 2-inch metering assembly and box, abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, reconnection to customer side, and appurtenances, complete and operative in place. 2 EA $2270.00 $ 4,540.00 18. Cut and cap/seal existing waterline, including all appurtenances, as shown on these plans, complete and in place. 12 EA $ 630.00 $ 7,560.00 19. Remove existing valve box and cover, including excavation, backfill, and surface repair, complete and in place. 8 EA $ 970.00 $ 7,760.00 20. Furnish and install 2-inch temporary biowoff for pressure testing, including all appurtenances, as shown on these plans complete and in place. 11 EA $ 285.00 $ 3,135.00 21. Construct inverted siphon assembly, including all fittings and appurtenances, excavation, backfill, and surface repair, as shown on these plans, complete and in place. 80 LF $ 116.00 $ 9,280.00 22. Chlorination and testing of all new water mains and appurtenances, complete and in place. 1 LS $11500.00 $ 11, 500.00 23. Traffic control throughout work area, including preparation of traffic control plans. 1 LS $39000.00 $ 39,000.00 24. Furnish and install pavement slurry seal in accordance with the specifications, and limits shown on the plans, including all appurtenant material, equipment and labor, complete and in place. 91,500 SF $ 0.36 $ 32,940.00 25. Install sheeting, shoring, and/or bracing as required for all trenching and excavation operations, and confined spaces in accordance with these plans and as required by law. 1 LS $2360.00 $ 2,360.00 26. Pothole existing utilities as directed by and in the presence of the City inspector, including pavement repair and traffic control. 10 EA $ 540.00 $ 5 , 400.00 RWECSWUNTWGTONDG9CP,nFLGRLD,jaALiBAAMSTREET SPECS C-4s PROJECT BID SCHEDULE A WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 27. Demobilization and Cleanup 1 LS $5400.00 $ 5.400.00 28. Furnish and install 6-inch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, remove and disposal of existing pipe and appurtenances as shown on these plans, complete and in place. 7 EA $2670.00 $ 18,690.00 29. Furnish and install 8-inch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, remove and disposal of existing pipe and appurtenances as shown on these plans, complete and in place. 2 EA $3040.00 $ 6,080.00 30. Furnish and install new 1-inch polyethylene water service, including pipe fittings, valves and connection to existing 3/-inch metering assembly, abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction and. appurtenances, complete and operative in place 7 EA $ 76o . oo $ 5.3 20 . oo 31. Furnish and install new 1-inch polyethylene water service, including pipe, fittings, valves, connection to existing 1-inch metering assembly abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction and appurtenances, complete and operative in place. 36 EA $ 710.00 $ 25,560.00 32. Remove, and salvage to the City, existing valve. Dispose of interfering pipeline, and seal existing pipe ends, including surface repair, as shown on these plans, complete and in place. 21 EA $ 890.00 $ 18,690.00 Sub -Total Amount for All Bid Items — SCHEDULE A $ 811, 725.00 ALTERNATIVE A 1 Item No. Description Size- Quantity Unit Unit Cost Total Cost A-1 Construct new fire hydrant assembly utilizing 9 EA $3000.00 $ 27,000.00 salvaged hydrant, including furnishing and installing new bury, valve and appurtenances, backfill and surface repair as shown on these plans, complete and in place. RISPEC'SUiUNTINGTONBF-4CHIFLORMA & ALABAUI STRUT SPECS C-5s r PROJECT BID SCHEDULE B WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 1. Mobilization 1 LS $22000.00 $ 22,000,00 2. Furnish and install 12-inch PVC pipeline in Alabama St. with nitrile (NBR) gaskets, and connection to the existing watermain south of Knoxville Ave., and south of Adams Ave., including all valves, fittings, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as $ 107.00 $ 214, 000.00 shown on these plans, complete and in place. 2,000 LF 3. Construct tie-in connection to existing 12-inch PVC watermain at Knoxville Ave. (Sta. 10+82.24), including all valves, fittings, temporary blow -offs, appurtenances, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete $4500.00 $ 4,500.00 and operative in place. 1 LS 4. Construct 8-inch PVC pipeline in alley north of Knoxville Ave. (Sta. 12+57.24), with nitrile (NBR) gaskets, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, $ 216.00 $ 6.480 . o0 complete and operative in place. 30 LF 5. Construct 8-inch PVC pipeline in alley south of Memphis Ave. (Sta. 15+86.24), with nitrile (NBR) gaskets and connection to existing watermain, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 30 LF $ 186.00 $ 5,580.00 RISPECSIHUNTINGTOMMCMnORIDA A Ai 4A" STREET SPECS C-6s PROJECT BID SCHEDULE B WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE BID ITEMS Item Size- Unit No. Description Quanti Unit Cost Total Cost 6. Construct 8-inch PVC pipeline in Memphis Ave., with nitrile (NBR) gaskets and connection to existing watermain, including all valving, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 70 LF $ 100.00 $ 7,000.00 7. Construct tie-in connection to existing 12-inch PVC watermain at Memphis Ave.. (Sta. 17+66.35), including all valves, fittings, temporary blow -offs, appurtenances, zero sack slurry backfill, surface repair, and thrust , restraint, as shown on these plans, complete $ 4500.00 $ 4,500.00 and operative in place. 1 LS 8. Construct 8-inch PVC pipeline in Nashville Ave. (Sta. 20+67.89) with nitrile (NBR gaskets) and connection to existing watermain, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slung backfill, surface repair and thrust restraint, as shown on these plans, complete and operative in place. 35 LF $ 15 7.00 $ 5,495.00 9. Construct 8-inch PVC pipeline in Oswego Ave., with nitrile (NBR) gaskets, and connection to existing watermain, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, cement slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 60 LF $ 104.00 $ 6,240.00 10. Construct 8-inch PVC pipeline in Portland Ave., with nitrile (NBR) gaskets, and connection to existing watermains, including all valves, fittings, temporary blowoffs and appurtenances, pavement sawcutting and removal, excavation, zero sackslurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 70 LF $ 106.00 $ 7,420.00 RISPECSWUNTINGTONDFU MLONDA & AL &4A" STWXT SPECS C-7s 7 PROJECT BID SCHEDULE B WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 11. Remove and salvage (to the City) existing fire hydrant, including removal and disposal of bury, valve box and valve cover, backfill, and surface repair, as shown on these plans, complete and in place. 3 EA $ 450.00 $ 1.350.00 12. Construct new fire hydrant assembly, including furnishing and installing new bury, valve and appurtenances, zero sack slurry backfill and surface repair as shown on these plans, complete and in place. 5 EA $3850.00 $ 19,250.00 13. Furnish and install 4-inch pump -out assembly, including all valving, fittings, zero sack slurry backfill and appurtenances, as shown on these plans, complete and in place. 2 EA $ 73 00.00 $ '.7.400.00 14. Furnish and install 2-inch. air and vacuum assembly, including all valving, fittings, and appurtenances, as shown on these plans, complete and in place. 4 EA $2900.00 $ 11, 600.00 15. Furnish and Install new 1-inch polyethelyne water service, including piping, fittings, valving, connection to existing %-inch metering assembly, abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, and appurtenances, complete and operative in place. 30 EA $ 820.00 $ 24, 600.00 16. Furnish and Install new 1-inch poiyethelyne water service, including piping, fittings, valving, connection to existing 1-inch metering assembly, and abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, and appurtenances, complete and operative in place. 21 EA $ 830.00 $ 17,430.00 17. Furnish and Install new 2-inch copper water service, including piping, fittings, valving, connection to existing 2-inch metering assembly, and abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, and appurtenances, complete and operative in place. 2 EA 1 $1330.00 $ 2_660.00ii RWZCMffUNTLNGTONBGIC"ZONDA&BLr1BAWSTREETSPECS C-Os PROJECT BID SCHEDULE B WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 18. Furnish and Install new 2-inch copper water service, including piping, fittings, valving, connection to existing IY2-inch metering assembly, abandonment of existing line, trench excavation, pipe bedding, zero sack slung backfill, compaction, and appurtenances, complete and operative in place. 1 EA $1940.00 $ 1,940.00 19. Cut and cap/seal existing waterline, including all appurtenances, as shown on these plans, complete and in place. 13 EA $ 560.00 $ 7,280.00 20. Remove existing valve box and cover, including excavation, backfill, and surface repair, complete and in place. 10 EA $ 580.00 $ 5 , 800.00 21. Furnish and install 2-inch temporary blowoff for pressure testing, including all appurtenances, as shown on these plans complete and in place. 10 EA $ 300.00 $ 3,000.00 22. Chlorination and testing of all new water mains and appurtenances, complete and in place. 1 LS $6700.00 $ 6,700.00 23. Traffic control throughout work area, including preparation of traffic control plans. 1 LS $22000.00 $ 22,000.00 24. Furnish and install pavement slurry seal in accordance with the specifications, and limits shown on the plans, including all appurtenant material, equipment and labor, complete and in place. 45,400 SF $ 0.36 $ 16,344.00 25. Install sheeting, shoring, and/or bracing as required for all trenching and excavation operations, and confined spaces in accordance with these plans and as required by law. 1 I-S $2360.00 $ 2,360.00 26. Pothole existing utilities as directed by and in the presence of the City inspector, including pavement repair and traffic control. 5 EA $ 960.00 $ 4,800.00 27. Demobilization and Cleanup. 1 LS $5400.00 $ 5,400..20 RtUPECn fUNTWGTGN BBACMn0RMA & AU"A" STREET SPECS C-93 PROJECT BID SCHEDULE B WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 28. Remove and salvage to the City existing valve. Dispose of interfering pipeline and seal existing pipe ends, including surface repair, as shown on these plans, complete and in place. 4 EA $ 750.00 $ 3,000.00 29. Furnish and install 6-inch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, removal and disposal of existing pipe, and appurtenances as shown on these plans, complete and in place. 4 EA $2760.00 $ 11,040.00 30. Furnish and install 12-inch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, removal and disposal of existing pipe, and appurtenances as shown on these plans, complete and in place. 3 EA $4100.00 $ 12, 300.00 31. Furnish and install flinch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, removal and disposal of existing pipe, and appurtenances as shown on these plans, complete and in place. 1 EA $2060.00 $ 2,060.00 32. Furnish and install 84nch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, removal and disposal of existing pipe, and appurtenances as shown on these plans, complete and in place. 1 EA $3900.00 $ 3,-900.00 Sub -Total Amount for All Bid Items — SCHEDULE B $ 475,429.00 ALTERNATIVE B-1 Item No. Description Size- Quantity Unit Unit Cost Total Cost B-1 Construct new fire hydrant assembly utilizing 3 EA $ 3000.00 $ 9 , 000.00 salvaged hydrant, including furnishing and installing new bury, valve and appurtenances, zero sack backfill and surface repair, as shown on these plans, complete and in place. fiWECSWUNrMT0N sActiV+ 0AWA & ALOAMa srXMr SPECS C-10S 001 Ann CITY OF HUNTINGTON BEACH 2000 Main Street Robert F. Beardsley, P.E. Director P.O. Box 190 California 92648 ADDENDUM NO. 1 Department of Public Works (714)536-5431 TO THE CONTRACT DOCUMENTS FOR THE FLORIDA AND ALABAMA STREETS WATER MAIN REPLACEMENT; CC-1188_ TO: ALL PLAN HOLDERS FROM: THE CITY OF HUNTINGTON BEACH DATE: JUNE 27, 2003 JUNM The following modifications, additions and/or deletions are made a part of the CONTRACT DOCUMENTS for construction of the FLORIDA AND ALABAMA STREETS WATER MAIN REPLACEMENT CC-1188, issued fully and completely as if same were set forth therein: This addendum consists of nineteen (19) total pages, of which this sheet is the first. The Revised Bid Schedule (C-11 s "Revised") is page 2; a Matrix Summary is page 3, relevant City Standards are pages 4- 7, and captioned photographs are included as pages 8-19. The scope of the addendum is generally comprised of the following: 1. Relocate (3) existing meters and their service connections as required and indicated by the attached matrix and pertinent photographs. 2. Remove and replace sections of sidewalk as indicated by the attached matrix, pertinent photographs, and pertinent City Standards. 3. Remove trees and plant (2) new 24-Inch box trees per removal as indicated by the attached matrix, pertinent photographs, and pertinent City Standards. Each Bidder shall acknowledge receipt and acceptance of this Addendum No. 1 by signing in the space provided below. Bidders shall submit the signed acknowledgment with their bid. The bidder's total bid amount shall be submitted on Sheet "C-11s Revised" (which is included in this Addendum), and NOT Sheet "C-11s," which was included in the original contract documents. Sincerely, THE CITY OF HUNTINGTON BEACH By: lu! Vr Deborah DeBow, City of Huntington Beach, Project Engineer Receipt acknowledged and conditions agreed to this 8th day of July, 2003. BIDDER: VALVERDE CONSTRUCTION. INC. Vice Signature: Title: President Edward Valverde Page 1 of 19 Matrix for Addendum #1 for Florida and Alabama Streets Water Main Replacement CC-1188 City of Huntington Beach *** BIDDER SHALL COMPETE THIS FORM AND SUBMIT WITH BID *** Note: Unless noted otherwise, trees in close proximity to relocated meters and/or services throughout the project shall be protected in place. Hand -digging and other measures to protect the trees and their roots may be required. No. Photo— Aggress Plan Sheet Exist TreeAction LumoSum Cost 1 A7 1521 Alabama Sheet 6, Alabama Dwgs Pine (mature) 1.2.3 Action 1: Action 2: Action 3: 2 Al A2 1513 Alabama Sheet 6, Alabama Dwgs 8 Action 8: 3 A3 1503 Alabama Between 1501 & 1507 Sheet 5, Alabama Dwgs 6 Action 6: 1,210.00 4 A4 1501 Alabama Sheet 5, Alabama Dwgs - 7 Action 7: 5 A5 1201 Alabama Sheet 3, Alabama Dwgs - 9 Action 9: 1.210.00 6 A6 Northeast comer of Alabama & Os o Sheet 5, Alabama D s Palm mature l'2 Action 1: Action 2: 7 B1 Between 702&706 Jay Circle Sheet 10, Florida Dwgs Ficus (mature) 1,2,3 Action 1: Action 2: Action 3: 8 82 710 Jay Circle Sheet 10, Florida Dwgs Ficus (mature) 1.2.5 Action 1: Action 2: Action 5: 9 B3 Between 701&705 Jay Circle Sheet 10, Florida Dwgs Ficus (mature) 1,2,4 Action 1: Action 2: Action 4: 10 B4 2220 Florida Street Sheet 5, Florida Dwgs Ficus (mature) 1,2,3 Action 1: It Action 2: 77n -on Action 3: .00 11 B5 602 Jana Circle Sheet 10, Florida Dwgs Palm uvenile 1,2 Action 1: Action 2: Addendum Total ($) 38, 310.00 Actions: 1. Remove existing tree and grind stump 24-inches below grade. FlII hole with Class A top sal 2. Plant (2) 244nch box trees at (a) location(s) in a parkway to be determined by the City. The City will select from the sic different types of trees listed on page # 4 of this addendum. The trees shall be planted per Huntington Beach City Standards No.714 & 715, sheet 3 (pages # 6 & 7 of the addendum) 3. Remove and replace 20-rmeal feet of sidewalk per Huntington Baaeh Clty Standard No. 207 (page # 5 of the addendum) 4. Remove and replace 264ineal feet of sidewalk per Huntington Beach City Standard No. 207 (page # 5 of the addendum) S. Remove and replace 304ineal feet of sidewalk per Huntington Beach City Standard No. 207 (page # 5 of the addendum) 6. Relocate new water service and existing meter per Construction Note 23, Shad 5 of Alabama St. Plans to a new location approximately 15-ft more soutt Adjust service connection station (STA. XX + XX,XX ) to 124nch PVC water main and modify customer meter connection piping as necessary 7. Relocate new water service and existing meter per Construction Note 22, Sheet 5 of Alabama SI.Plans to a new location approxmately 15-ft more southerly between the existing telephone pole and the existing telephone termination enclosure. Adjust service connection station (STA. XX + )MXX) to 124nch PVC water main and modify customer meter ccontectl piping as necessary 8. Remove and replace sidewalk on either side of crack to nearest joint (20 lineal feet total) per Huntington Beach City Standard No. 207 (page # 5 of the addendum) 9. Relocate new water service and existing meter per Construction Note 22. Sheet 3 of Alabama St. Plane to a new location approximately 5-ft more northe to the Parkway area. Adjust service connection station (STA. )X + XX XX) to 124nch PVC water main and modify customer meter connection piping as necessary. Remove and replace affected portion of existing driveway to nearest construction joint. **Photos can be found sheets 8 through 19 of this addendum, and each photo is indentified with its respective photo No. in the lower right-hand comer of the photo. Page 3 of 19 7- PROJECT BID SCHEDULE TOTALS CC-1188 WATERMAIN REPLACEMENT PROJECT SCHEDULES A, B AND ADDENDUM NO. 1 Sub -Total Bid Schedule A 811, 725.00 Sub -Total Bid Schedule B 475,429.00 Sub -Total Bid Addendum No. 1 38,310.00 TOTAL BID AMOUNT (Schedules A, B and Addendum No. 1) $ 1,325,464.00 TOTAL BID AMOUNT IN WORDS: One million, Three Hundred Twenty Five Thousand, Four Hundred _Sixty Four Dollars and No Cents Notes: All extensions of unit prices will be subject to verification by Owner. In case of a verification between the unit price and the extension, the unit price will govern. The Owner reserves the right to reject any or all proposals and bid items. Page 2 of 19 R1sPEeswuNmc,TONBE4c noRIDd .t AL-i&A f sTREErsPEcs C-1Is "Revised" 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. Bidder's Accompanying this proposal of bid, find a 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 No. Date Received Bidder's Signature 1 06/30/03 Valverde RISMCsWUNTINGTONMC7MONDA&AUBAWSMUTSP= C-Z LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid and the portion of the work to be done by such subcontractor. Portion of Work Name and Address of Subcontractor State License Number Class, Slurry Seal Sudhakar 1450 N. Fit erald Rialto CA 92376 734931 A Stripingi orange County Striping 183 N. Pixley, Orange, CA 92668 346095 C-32 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. AWSCMMUNTINOWNB&CMORIA! & AL MMASTAW SPECS C-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of Orange Edward Valverde , being first duly sworn, deposes and says that he or she is Vice President of Valverde Construction, Inc. the party making the foregoing bid that the bid is not made in the interest of, or on the behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. VALVME CONSTRUCTION, INC. Name of Bidder Signature of Bidder 10936 SHOEMAKER AVENUE SANTA FE SPRINGS, CA 90670 Address of Bidder Subscribed and sworn to before me this 8 to day of July , 2003. lie,..yI' rl 1: "� Aac:=NC10 NOTARY PUGUGCAUEORNIA SAW SERNARDMO COUNTY My Comm. EV. At% 17.2004 NOTARY PUBLIC NOTARYSEAL RISPEGSWUhT NGT01VWO IiIFLOAMA c4AU"AL4 SnW"SMCS C4 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE AND WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE, (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 S, 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. VALVERDE CONSTRUCTION, INC. Contractor By Edward Valverde Vice President Title Date: July 8, 2003 RWECSWUNTINGTDNMCRU 0=A & ALQWMA &nMETSPECS C-S 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 IM No If the answer is yes, explain the circumstances in the space provided NONE Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. AWECSWUNrIN=M BEAC.MnOXWA & ALAMUA STMr SAECS C-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code, each contractor to whom a public works contract has been awarded shall sign the following certificate. I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. VALVERDE CONSTRUCTION, INC. Contractor By Edward Valverde Vice President Title Date: July 8, 2003 JtWECMMUNTWGT0ff MChVW NDA & ALA14MA 8T W SMS C-7 UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-8004224133 a minimum of two working days before scheduled excavation. Dag Alert Identt, jlcation Number: Contractor - By Title Date: Note: This form is required for every Dig Alert Identification Number issued by U.S.A. during the course of the Work Additional forms may be obtained from the AGENCY upon request. RWZr- IHUM WOTON MCMA0PIDA @ "A" STR6$T SACS C-8 BIDDER'S WORMATION BIDDER certifies that the following information is true and correct: VALVERDE CONSTRUCTION, INC. Bidder Name 10936 SHOEMAKER AVENUE Business Address SANTA FE SPRINGS, CA 90670 City, State Zip (562 ) 906-1826 Telephone Number 276469 - A State Contractor's License No. and Class June 1, 1972 Original Date Issued January 31, 2005 Expiration Date The work site was inspected by Edward Valverde of our office on July 5 .2003. The following are persons, firms, and corporations having a principal interest in this proposal: VALVERDE CONSTRUCTION, INC. Joe A. Valverde - President Edward Valverde - Vice President Christopher Valverde - Secretary Rose Valverde - Treasurer AWPMSWEWnYGipNB"CH a0MDA & AUL Adl SM"SPBCS C-9 The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. VALVERDE CONSTRUCTION, INC. Company N e� Signature of Bidder EDWARD VALVERDE, VICE PRESIDENT Printed or Typed Signature CYNTHiA D. ASaNOO COMM. #1274078 Subscribed and sworn to before me this 8thday of .July , 2003. t I NOTARY PUBUC-CAUKXNA > SAN SMARDWO COUNTY My Comm. Eq. Aw 17. 2M NOTARY PUBLIC NOTARY SEAL Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past two years: 1 See attached sheets 2. 3. Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Name and Address of Public Agency Type of Work Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed Date Completed RUPBCZWUNTWGTONBFACWLORIDA & ALIBAMA STREET SPECS C-10 To: City of Huntington Beach Re: Watermain Replacement Project - CC-1188 Florida and Alabama Streets Bid Date: 07/8/03 VALVERDE CONSTRUCTION, INC. PRIME - PROJECTS (Over $100,000) JOB PROJECT NAME LOCATION Type PIPE CONTRACT COMPL OWNER'S OWNER'S OWNER'S CONTACT PERSON No. SIZE AMOUNT DATE NAME ADDRESS PHONE NO. 18125 Bloomfield Avenue 509 Bloomfield Avenue Cerritos Water Main 8" $ 735,700 2128198 City of Cerritos Cerritos' CA 90703 (310) 860-0311 Rod Posada 200 S. Anaheim Blvd. 514 1-5 Water Main Seg. C Anaheim Water Main 12" $ 1,741,201 7/13/00 City of Anaheim Anaheim, CA 92805 (714) 765-5176 Caster Williams 6615 Passons Blvd. Pico Rivera, CA 90660 516 Pico Rivera Water Pico Rivera Water Main 8" $ 1,648,844 3/5/98 City of Pico Rivera (562) 801-4415 Steve Castellanos 200 S. Anaheim Blvd. 517 1-5 Water Main Seg. B Anaheim Water Main 12" $ 2,131,135 11/30/99 City of Anaheim Anaheim, CA 92805 (714) 765-5176 Caster Williams Southern California 12035 Burke Street, #1 Santa 521 Gage Avenue Water Main Bell Water Main 12" $ 284,559 3/31198 Water Company Fe Springs, CA 90670 (562) 907-7058 Emma Maxey 13230 Penn Street Whittier, 531 Watermain Improvements Whittier Water Main 12" $ 225.169 5/31/98 City of Whittier CA 90602 (562) 945-8200 Dave Shickling 200 S. Anaheim Blvd. 545 1-5 Water Main Seg. D Anaheim Water Main 12" $ 1,132,005 3/31/00 City of Anaheim Anaheim, CA 92805 (714) 765-5176 Caster Williams 200 S. Anaheim Blvd. 5F" Santa Ana Street Watermain Anaheim Water Main 12" $ 731,654 3/31/99 City of Anaheim Anaheim, CA 92805 (714) 765-5176 Caster Williams 200 S. Anaheim Blvd. 570 1-5 Water Main Sec A-311 Anaheim Water Main 12" $ 299,313 6/16100 City of Anaheim Anaheim, CA 92805 (714) 765-5176 _Caster Williams 16400 Colorado Avenue 599 Paramount Local Water Serv. Paramount Water Main 8" $ 499,856 4/30/02 City of Paramount Paramount, CA 90723 (562) 220-2000 1 6615 Passons Blvd. Pico 605 Water Capital Improv. Phase IX Pico Rivera Water Main 8" $ 406,808 117/00 City of Pico Rivera Rivera, CA 90660 (562) 801-4415 Steve Castellanos _ _ — Anaheim Blvd. T20ahem, 614 1-5 Water Facility Relocation Anaheim Water Main 12" $ 424,950 5/31/00 City of Anaheim CA 92805OS- Ani (714) 765-5176 Caster Williams 7/7/03 To: City of Huntington Beach Re: Watermain Replacement Project - CC-1188 Florida and Alabama Streets Bid Date: 07/8/03 VALVERDE CONSTRUCTION, INC. PRIME - PROJECTS (Over $100,000) JOB PROJECT NAME LOCATION Type PIPE CONTRACT COMPL. OWNERS OWNER'S OWNER'S CONTACT PERSON No. SIZE AMOUNT DATE NAME ADDRESS PHONE NO. Converse & Southern California 12035 Burke Street, #1 Santa 629 Install 12" DIP Water Main Florence - Los Angeles Water Main_ 12" $ 351,934 12/1/00 Water Company Fe Springs, CA 90670 (56) 294-1511 Scott Zastrow 1-405 & Park Center Drive W, 12" & Mesa Consolidated 1965 Placentia Avenue Costa 635 Waterline Relocation Costa Mesa Water Main 24" $ 320,423 511102 Water District Mesa, CA 92627 (949) 631-1291 Alan Jones Southern California 17140 S. Avalon Bld,100 683 Gramercy Place Water Main Gardena Water Main 12" $ 221,331 11/15/01 Water Company Carson, CA 90746 (562) 699-0921 Uday Shah Southern California 17140 S. Avalon Bki,100 701 Inglewood Avenue Watermain Hawthorne Water Main 12" $ 328,080 6/25102 Water Company Carson, CA 90746 (310) 676-8203 Uday Shah Dept. of Water & 11801 Sheldon Street Sun 709 Valley Power Station Sun Valley $ 170,000 6/3102 Power Valley, CA 92352 (818) 394-2800 Chris Lantermart Monarch Beach Water Main South Coast Water P.O. Box 30205, Lien Kau 716 Rehabilitation Dana Point Water Main 6" & 8" $ 334,443 5123/03 District Laguna Beach, CA 92670 (949) 499-4555 Phil Martinez Valley County Water 14521 Ramona Drive 719 Sub Area 1 Raw Water Line Irwindale Water Main $ 687,416 10/18/02 District Baldwin Park, CA 91706 (626) 338-7301 Mark Gra)eda Emergency Concrete Sewer City of South Gate 8650 California Avenue 7 Repair South Gate Sewer $ 117,886 8/31/02 South Gate, CA 90280 (323) 56&9582 David Torres Alameda Corridor PCH Grade Separation, DWP Transportation 1039 Foote Avenue 724 Duct Bank installation No. D0664 Wilmington Conduit $ 2,883,897 5/16/03 Authority Wilmington, CA 90744 (562) 432-5951 Tim Buresh City of Lakewood 5050 N. Clark Avenue 726 Palo Verde 24" Water Main Lakewood Water Main 24" $ 265,956 1129/02 Lakewood, CA 90712 (562) 866-9771 Max Withrow Pressure City of Huntington Huntington Regulating Beach 2000 Main Street Huntington 727 WOCWB PR Vault Relocation Beach Station $ 193,312 5130/03 Beach, CA 92648 (714) 536-5524 Tom Rulia Rose Hills Company 388 S. Workman Mill Road 731 Road 40 Water lines Whittier Water lines 1 1 $ 148,9651 11/22/02 1 lWhIttler, CA 90608 1 (562) 692-1212 Bruce Lazenby 7/7/03 To: City of Huntington Beach Re: Watermain Replacement Project - CC-1188 Florida and Alabama Streets Bid Date: 07/8/03 VALVERDE CONSTRUCTION, INC. PRIME - PROJECTS (Over $100,000) JOB PROJECT NAME LOCATION Type PIPE CONTRACT COMPL. OWNER'S OWNER'S OWNER'S CONTACT PERSON No. SIZE AMOUNT DATE NAME ADDRESS PHONE NO. Rose Hills Company 388 S. Workman Mill Road 734 Road 40 Sewer Whittier Sewer $ 172.122 4/30103 Whittier, CA 90608 (562) 692-1212 Bruce Lazenby Replace Plastic services Mesa Consolidated 1965 Placentia Avenue Costa 736 w/copper Costa Mesa $ 232294 5/16103 Water District Mesa, CA 92627 (949) 631-1291 Mark Pelka Michael Gualtied Transmission La Habra Heights County Water District 1271 N. Hacienda Blvd., Engineer: Civiitec 739 Whittier Blvd. 20" Tranmission Whittier Main 20" DIP $ 643,903 3/28103 La Habra Heights, CA (5W) 697-6769 (626) 357-0588 San Gabriel Valley 11142 Garvey Avenue El 741 San Gabriel River Pkwy Baldwin Park Water Une 8" $ 115,484 1/31/03 Water Company Monte, CA 91734 (626) "8-6183 R. Swift 7/7/03 9) SAFECO' BID BOND KNOW ALL BY THESE. PRESENTS, That we, VALVERDE INC. SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA FIRST NATIONAL INSURANCE COMPANY OF AMERICA HOME OFFICE: SAFECO PLAZA of 10936 Shoemaker Ave., Santa Fe Springs, CA 90670 (hereinafter called the Principal), as Principal, and SAFECO INSURANCE COMPANY OF AMERICA (hereinafter called the Surety), as Surety are held and firmly bound unto CITY OF HUNTINGTON BEACH, 2000 Main St. Huntington Beach CA 92648 (hereinafter called the Obligee) in the penal sum of Ten percent of amount bid. Dollars (S 10% of Amount Bid ) for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, That WHEREAS, the Principal has submitted or is about to submit a proposal to the Obligee on a contract for yy p$rrnaacement ProFlorida Street Altamar Drive to Cla Avenue Watermain Replacement a ama 5tt�eett'Rnoxvl a venue o Ma venue ons uci-lon on raccTNo.— NOW, THEREFORE, If the said Contract be timely awarded to the Principal and the Principal shall, within such time as may be specified, enter into the Contract in writing, and give bond, if bond is required, with surety acceptable to the Obligee for the faithful performance of the said Contract, then this obligation shall be void; otherwise to remain in full force and effect. Signed and sealed this 2nd day of July 2003 VALVERDE CONSTRUCTION qVC. (Seal) �. Principal Witness---�►- Edward Valverde, Vice President Title SAFECO INSJJKANCE COMP N OF AMERICA Lisa L. By Clan Lee Attorney -in -Fact 0 Registers* trademark of SAFECO Corporation. State of California County Of Los Anseles On 07/08/03 before me, _ Cynthia D. Ascencio MATO WAMEITITLE OF OFFICERti.e.'JANE DOE, NOTARY PU9UC'1 personally appeared Edward Valverde (NAMEM) OF SIGNERIS)1 of Valverde Construction, Inc. Id personally known to me -OR- 0 proved to me on the CYNT141A D. ASCENCIO COMM. #12740711 NOTARY Pl,lSUGCALIFO M A SAN BERNARDINO COUNTY w My Cann. 61p. Aug 17, 2804 asls 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 signatures) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. Witness my hand and official seal. (SEAU (/_ _ 7—r._ Z). ATTENTION NOTARY The information requested below and in the column to the right is OPTIONAL. Recording of this document is not required by law and is also optional. It could, however, prevent fraudulent attachment of this certificate to any unauthorized document. Bidder's Bond THIS CERTIFICATE TO* or Type of0ocunert City of Huntington Beach MUST BE ATTACHED TO THE DOCUMENT Number of Papas 1_Date of Doarmeru July 2. 2003 DESCRIBED AT RIGHT. Siorer(s) Otter Than Naned Above WOLCOTTS FORM 03240 Rev. 3-94 Wee den 9r2A1 01994 WOLCOTT$ FORMS, INC. ALL PURPOSE ACKNOWLEDGMENT WITH SIGNER CAPACITY/REPRESENTATIONRWO FINGERPRINTS RIGHT THUMBPRINT (Optionall is CAPACITY CLAIMED BY SIGNERIS) OINDIVIDUALIS) J)CORPORATE Vice President OFFICERISI ❑PARTNERISI OLIMITED OGENERAL OATTORNEY IN FACT OTRUSTEE(S) O GUARD IAN/CONSERVATOR OOTHER: SIGNER IS REPRESENTING: (Name of Porson(sl or EnI tYlies) RIGHT THUMBPRINT (OpUman s CAPACITY CLAIMED BY SIGNERIS) ❑INDNIDUALIS) OCORPORATE OFFICERIS) mn= ❑PARTNER(S) OLBdITED OGENERAL OATTORNEY IN FACT OTRUSTEE(S) ❑GUARDIAN/CONSERVATOR OOTHER: SIGNER IS REPRESENTING: INane of Personls) or Entity(ios) CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of Los Angeles On _fill 02 20 before me, Joyce M. Herrin, Notary Public, personally appeared Clarice Lee , personally known to me to be the person whose name is subscribed to the within instrument, and acknowledged to me that she executed the same in her authorized capacity, and that by her signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. WITNESS my hand and official seal. JOYCE M. HERRIN N - COMM. #1323695 = e1 NOTARY PUBLIC • CALIFORNIA _ LOS ANGELES COUNTY My Comm. Expires OCt. 4, 2005 WY M. Herrin POWER SAFECO INSURANCE COMPANY OF AMERICA S A F E C O° OF ATTORNEY GENERALOFFICE �COP�Y OF AMERICA SEATTLE, WASHINGTON 98185 No. SM KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint *******F. S. ALBRECHT, JR.; C. K. NAKAMURA, LISA L. THORNTON; TRACY ASTON, MARIA PENA; HARRIET LAMBELL; BETTY WALKER; MARINA TAPIA; TOM BRANIGAN CLARICE LEE; RICHARD E. BIOLEY; K. D. CONRAD; EDWARD C. SPECTOR; WILLIAM A. SADLER; Los Angeles, CaGfomia'*'* **•'*"'*"•►*««. Its true and lawful atiomey(s)-in4act, with full authority to owcxuta on its behafi fidelity and surety bonds or undertakings and other doam►ents of a similar character Issued In the course of its business, and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents r this 18th day of September 2002 *'� 4 �c —alprvs CHRISTINE MEAD, SECRETARY MIKE MCGAVICK, PRESIDENT CERTIFICATE Extract from the By -Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA. "Article V, Section 13. - FIDELITY AND SURETY BONDS ... rite President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer In charge of surety operations, shelf each have authority to appoint kudi riduais as at6omeysdn-fact or under other appropriate rifles with authority to swouts on behalf of the company fidelity and surety bonds and omen documents of similar character issued by the company -In the course of its business... On any Instrument making or evidencing such appolhtment, this signatures may be affixed by facsimile. On any Instrument conferring such authority or on any bond or urndertaking of the company, the seal, or a facsimile thereof, may be Impressed or aftbced or in any other manner reproduced; provided, however, that the seal slap not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted Judy 28,1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, p) The provisions of Amide V, Section 13 of the Sy4A ws, and PQ A copy of the power omey appointrnernt executed pursuant thereto, and (91) Cariffying that said powev-cY appo *rw t Is In full Ib+ce and effect the signature of the certlfyfng officer may be by facsimile, and the seal of the Company may be a facsimile thereof." 1, Christine Mead, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregolng extracts of the By4on and of a Resolution of the Board of Dkwtos of these corporations, and of a Power of Attomay issued pursuant thereto, are true and correct, and that bath the By -Laws, the Resolution and the Pourer of Attorney are still In fuw three and effect. IN WITNESS WHEREOF, I have hereunto set my hand and attbeed the Isaftle seal of saki corporation this JUL 0 2 20 ''l SEAL day of CHRISTINE MEAD, SECRETARY S4)9741SAEF =1 O A rsglistod tradem rk of SAFECO Caporadon 091181Y1102 POF ,4LI - . ), CITY OF HUNTINGTON BEACH MEETING DATE: April 21, 2003 DEPARTMENT ID NUMBER: PW 03-022 Council/Agency Meeting Held: 4 S� 3 Deferred/Continued to:L,w� yia�d�/ Approved ❑ Conditionally Approved ❑ Denied City Clerk'VSignature Council Meeting Date: April 21, 2003 Department ID Number: WVVX3-022 W --j CITY OF HUNTINGTON BEACH REQUEST FOR COUNCIL ACTION SUBMITTED TO: HONORABLE MAYOR & CITY COUNCIL MEMBERS G I> r., SUBMITTED BY: RAY SILVER, City Administrator 00A1--" `-n 101* PREPARED BY: ROBERT F. BEARDSLEY, Director of Public Works 0 SUBJECT: AUTHORIZE ADVERTISEMENT FOR WATER PIPELINE REPLACEMENTS IN FLORIDA STREET AND ALABAMA STREET; CC-1188 Statement of Issue, Funding Source, Recommended Action, Alternative Action(s), Analysis, Environmental Status, Attachment(s) Statement of Issue: Plans and specifications are in final preparation for the water pipeline replacements in Florida Street and Alabama Street; CC-1188. Authorization to advertise the project is requested. Funding Source: Funds are budgeted in the Water Main Replacement Project account number 50691006.82100. The engineer's estimate is $1,800,000. Recommended Action: Motion to: Approve the project plans and specifications and authorize the Director of Public Works to request public bids for the construction of the water pipeline replacements in Florida Street and Alabama Street; CC-1188. Alternative Action(s): Deny the request to advertise this project for bid at this time, and provide staff with alternate direction. Analysis: The water pipelines in Florida Street between Clay Avenue and Altamar Drive, and Alabama Street between Adams Avenue and Knoxville Avenue are in excess of 50 years old and have a history of maintenance problems, which warrants their replacement. Approximately 3,200 lineal feet of pipe will be replaced in Florida Street, and 2,000 lineal feet replaced in Alabama Street. Additionally, replacing the existing 6-inch pipelines in Florida Street with an 8-inch pipeline will result in significant hydraulic benefits to the City's water distribution network, for a relatively nominal increase in pipe cost. 03-022 April 21 De Bow (FI-orida & Alabama Advertisement).doc -2r 4/1/2003 4:26 PM / REQUEST FOR COUNCIL ACTION MEETING DATE: April 21, 2003 DEPARTMENT ID NUMBER: PW 03-022 Plans and specifications are in final preparation and staff now requires permission to advertise for bids. Public Works Commission: The Public Works Commission reviewed and approved this project on July 17, 2002, by a unanimous vote of 7-0. Environmental Status: This project is Categorically Exempt pursuant to the California Environmental Quality Act, Section 15301 (c). Attachment(s): KUH Humor: u. ue tiow:im 03-022 April 21 De Bow (FLorida & Alabama Advertisement).doc _ 4/1/2003 4:26 PM ATTACHMENT #1 RCA ROUTING SHEET I INITIATING DEPARTMENT: I PUBLIC WORKS SUBJECT: AUTHORIZE ADVERTISEMENT FOR WATER PIPELINE REPLACEMENTS IN FLORIDA STREET AND ALABAMA STREET: CC-1188 COUNCIL MEETING DATE: I April 21, 2003 1 RCA ATTACHMENTS STATUS Ordinance (w/exhibits & legislative draft if applicable) Not Applicable Resolution (w/exhibits & legislative draft if applicable) Not Applicable Tract Map, Location Map and/or other Exhibits Attached Contract/Agreement (w/exhibits if applicable) (Signed in full by the City Attome Not Applicable Subleases, Third Party Agreements, etc. (Approved as to form by City Attome Not Applicable Certificates of Insurance (Approved by the City Attome) Not Applicable Financial Impact Statement (Unbud et, over $5,000) Not Applicable Bonds (If applicable) Not Applicable Staff Report (If applicable) Not Applicable Commission, Board or Committee Report (If applicable) Not Applicable Findings/Conditions for Approval and/or Denial Not Applicable EXPLANATION FOR MISSING ATTACHMENTS EXPLANATION FOR RETURN OF ITEM: CITY OF HUNTINGTON , BEACH REQUEST FOR L. SERVICES Jennifer McGrath, City Attorney RLS No. Assn To Date Date: Request made by: Telephone: Department: 7/31/03 Robert A. Martinez X-5423 Public Works INSTRUCTIONS: File request in the City Attorney's Office. Outline reasons for this request and state facts necessary for City Attorney to respond. Please attach all pertinent information and exhibits. TYPE OF LEGAL SERVICES REQUESTED: ❑ Ordinance/Resolution ❑ Opinion ® Contract/Agreement (Allow 5-20 working days)* (Allow 20 working days)* (Allow 15-20 working days)* ❑ General Legal ❑ Document Review Assistance (Ongoing) (Allow 2-10 working days)* * All deadlines are based on the date the City Attome 's Office receives the RLS. This request vie and approved. RECEIVED nature of Department Head AUG 0 IUii3 City of Huntington Beach COMMENTS Please identify all attachments to this RLS. Please review and approve "As To Form" the attached Public Works contract Construction, Inc. for the watermain replacement project along Florida Street and A Attached are the following: 1. Public Works contract 2. Payment and Performance Bond, # 6230180, two sets 3. Maintenace Bond, # 6230180, two sets -- 4. Company profile, one Sheet 5. Certificate of Insurance attached tco ments from Valverde a, CCt11 Cv Shaded areas foe City Atton,*Ys Office use only. This ;request for LEI Sorvt s has,0000 aseigneld to Aforney extension . His/her secretary is , extension, RI S to annrnvc nnntront A hnnrlc 7/711/7nnn F•nl Pu no CITY OF HUNTINGTON BEACH 2000 MAIN STREET OFFICE OF THE CITY CLERK CONNIE BROCKWAY CITY CLERK August 15, 2003 J A Salazar Construction and Supply Corporation 14937 Rayfield Dr. La Mirada, CA 90638 CALIFORNIA 92648 Enclosed please find your original bid bond issued by Insco Insurance Services, Inc. for Construction of the Water Pipeline Replacement Projects, C-1188 Connie Brockway, CMC City Clerk Enclosure g:/followup/cashcont/retumbidbond.doc (Telephone: 714-536.5227) 4M INSCO INSURANCE SERVICES, INC. �n�ICO underwriting Manager for: p Developer: Surety and Indemnity Company Indemnity Company of Carrfomia 17780 Fitch, Suite 200 • Irvine, Caltromia 92614 • (949) 263-VW BID BOND KNOW ALL MEN BY THESE PRESENTS, That we, JA. SALAZAR CONSTRUCTION AND SUPPLY CORPORATION BOND NO. 21727-011 as Principal, and DEVELOPERS SURETY AND INDEMNITY COMPANY a corporation authorized to transact a general surety business in the State of IOWA as Surety, are held and firmly bound unto CITY OF HUNTINGTON BEACH (hereinafter called the Obligee) in the full and just sum of TEN PERCENT OF THE TOTAL AMOUNT BID Dollars, ($10% ) for the payment whereof in lawful money of the United States, we bind ourselves, our heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the said PRINCIPAL has submitted the accompanying bid for CONSTRUCTION OF 51W OF 12' & 1100' OF 8' WATERLINE - CC#1188 NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, or in the event of the failure of the Principal to enter such Contract, If the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shalt be null and void, otherwise to remain in full force and effect. Signed and Sealed this 7TH day of JULY 2003 YEAR By: DEVELOPERUURETY AND INDEMNITY COMPANY Surely i 9l RANDY S1261-11f1, I - ' - Attorney -in -Fact J A Salazar -'Construction and Supply Corp 14937 Rayfield Drive La Mirada, California 90638 Zoo] J" 2 "SEALED BID" for WATERMAIIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE I (i�oo WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE in the iij CITY OF HUNTINGTON BEACH - DO NOT OPEN WITH REGULAR MAIL 1*44M CITY OF HUNTINGTON BEACH 2000 Main Street P.O. Box 190 California 92648 Robert F. Beardsley, P.E. Department of Public Works Director (714) 536-5431 ADDENDUM NO. 1 TO THE CONTRACT DOCUMENTS FOR THE FLORIDA AND ALABAMA STREETS WATER MAIN REPLACEMENT; CC-1188 TO: ALL PLAN HOLDERS DATE: JUNE 27, 2003 FROM: THE CITY OF HUNTINGTON BEACH The following modifications, additions and/or deletions are made a part of the CONTRACT DOCUMENTS for construction of the FLORIDA AND ALABAMA STREETS WATER MAIN REPLACEMENT CC-1188, issued fully and completely as if same were set forth therein: This addendum consists of nineteen (19) total pages, of which this sheet is the first. The Revised Bid Schedule (C-11 s "Revised") is page 2; a Matrix Summary is page 3, relevant City Standards are pages 4- 7, and captioned photographs are included as pages 8-19. The scope of the addendum is generally comprised of the following: 1. Relocate (3) existing meters and their service connections as required and indicated by the attached matrix and pertinent photographs. 2. Remove and replace sections of sidewalk as indicated by the attached matrix, pertinent photographs, and pertinent City Standards. 3. Remove trees and plant (2) new 24-Inch box trees per removal as indicated by the attached matrix, pertinent photographs, and pertinent City Standards. Each Bidder shall acknowledge receipt and acceptance of this Addendum No. 1 by signing in the space provided below. Bidders shall submit the signed acknowledgment with their bid. The bidder's total bid amount shall be submitted on Sheet "C-11s Revised" (which is included in this Addendum), and NOT Sheet "C-11 s," which was included in the original contract documents. Sincerely, THE CITY OF HUNTI GTON BEACH By: �4- Deborah DeBow, City of Huntington Beach, Project Engineer Receipt acknowledged and conditions agreed to this day of July, 2003. BIDDER: C Signature: Title: Page 1 of 19 DADocuments and Settings\debowd\Local Settings\Temporary Internet Files\0LK8EWddenda Form.DOC w: PROJECT BID SCHEDULE TOTALS CC-1188 WATERMAIN REPLACEMENT PROJECT SCHEDULES A, B AND ADDENDUM NO. 1 Sub -Total Bid Schedule A Sub -Total Bid Schedule B Sub -Total Bid Addendum No. 1 TOTAL BID AMOUNT (Schedules A, B and Addendum No. 1) ,d, -75-o t i34z ► 0(67. %so Notes: All extensions of unit prices will be subject to verification by Owner. In case of a verification between the unit price and the extension, the unit price will govem. The Owner reserves the right to reject any or all proposals and bid items. Page 2 of 19 RisPEcswuNm=,vBEACHnopmA&ALABAMAsrRursnCs C-11s "Revised" Matrix for Addendum #1 for Florida and Alabama Streets Water Main Replacement CC-1188 City of Huntington Beach *** BIDDER SHALL COMPETE THIS FORM AND SUBMIT WITH BID *** Note: Unless noted otherwise, trees in close proximity to relocated meters and/or services throughout the project shall be protected in place. Hand -digging and other measures to protect the trees and their roots may be required. Photo- &W= Plan Sheet Exist Tres Action LUMD Sum Cost 1 A7 1521 Alabama Sheet 6, Pine 1,2,3 Action 1: "�>� E, Znv ` Alabama Dwgs (mature) Action Action 3: 2 Al 1513 Alabama Sheet 6, 8 Action 8: t A2 Alabama Dwgs 3 A3 1503 Alabama Sheet 5, 6 Action 6: ov Between 1501 & 1507 Alabama Dwgs 4 A4 1501 Alabama Sheet 5, 7 Action 7: Alabama Dwgs 5 A5 1201 Alabama Sheet 3, 9 Action 9: Alabama Dwgs 6 A6 Northeast corner of Sheet 5, Palm 1,2 Action 1: Alabama & Os Alabama D mature Action 2: a1gC Action 1: 7 B1 Between 702&706 Sheet 10, Ficus Jay Circle Florida Dwgs (mature) 1,2,3 Action 2: ayo- Action 3: ",CIO 8 62 710 Jay Circle Sheet 10, Ficus 1,2,5 Action 1: '� ' Action 2: a Florida Dwgs (mature) Action 5: Action 1: 9 83 Between 701&705 Sheet 10, Ficus Jay Circle Florida Dwgs (mature) 1,2,4 Action 2: Action 4: -LZ047 Action 1: -1 cc —Florida 10 B4 2220 Florida Street Sheet 5, Ficus 1,2,3 Dwgs (mature) Action 2: Ti Action 3: L,crvt.) am Action 1: $� 11 B5 602 Jana Circle Sheet 10, Palm 1,2 Florida (juvenile)Action 2: , 0 Addendum Total 1. Remove existing tree and grind stump 24-inches below grade. Fill hole with Class A top soil 2. Plant (2) 24-inch box trees at (a) location(s) in a parkway to be determined by the City. The City will select from the six different types of trees listed on page # 4 of this addendum. The trees shall be planted per Huntington Beach City Standards No.714 & 715, sheet 3 (pages # 6 & 7 of the addendum) 3. Remove and replace 20-lineal feet of sidewalk per Hur►tinsrton Beach City Standard No. 207 (page # 5 of the addendum) 4. Remove and replace 25-lineal feet of sidewalk per Huntington Beach 01 Standard No. 207 (page # 5 of the addendum) 5. Remove and replace 30-lineal feet of sidewalk per Huntington Beach City Standard No. 207 (page # 5 of the addendum) 6. Relocate new water service and existing meter per Construction Note 23. Suet 5 of Alabama St. Plans to a new location approximately 15-ft more soutt Adjust service connection station (STA. XX + )X.XX ) to 12-inch PVC water main and modify customer meter connection piping as necessary 7. Relocate new water service and existing meter per Construction Note 22, Shoot 5 of Alabama St.Plans to a new location approximately 15-ft more southerly between the existing telephone pole and the existing telephone termination enclosure. Adjust service connection station (STA. XX + )X.XX) to 12-inch PVC water main and modify customer meter connection piping as necessary 8. Remove and replace sidewalk on either side of crack to nearest joint (20 lineal feet total) per Huntington Beach City Standard No. 207 (page # 5 of the addendum) 9. Relocate new water seance and existing meter per Construction Note 22, Sheet 3 of Alabama St. Plans to a new location approximately 5-ft more northe to the Parkway area. Adjust service connection station (STA. XX + XX.XX) to 12-inch PVC water main and modify customer meter connection piping as necessary. Remove and replace affected portions of existing driveway to nearest construction joint. **Photos can be found sheets 8 through 19 of this addendum, and each photo is indentified with it's respective photo No. in the lower right-hand comer of the photo. Page 3 of 19 I SECTION C PROPOSAL for the WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE CONSTRUCTION CONTRACT No.1188 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 120 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. AW'ECSWUNMGTONBEACHI 0JWAdcdLANM4STMUSPECS C-1 PROJECT BID SCHEDULE A WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 1. Mobilization 1 LS $ f©.cam• 2. Furnish and install 12-inch PVC pipeline in Florida St. with nitrile (NBR) gaskets, and connection to the existing watermain north of Altamar Ave., north and south of Yorktown Ave., and north of Clay Ave., including all valves, i Z fittings, and appurtenances, pavement sawcutting and removal, excavation, backfill, zero sack slurry backfill, surface repair, and thrust restraint, as $�"T $ 2i8,SE� shown on these plans, complete and in place. 3,200 LF 3. Construct 8-inch PVC pipeline in Utica Ave. with nitrile (NBR gaskets), and connection to existing watermains, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and i , $ co $ ll;.��b' operative in place. 190 LF 4. Construct 8-inch PVC pipeline in Jay Circle, with nitrile (NBR gaskets), including all valves, fittings, blowoffs, and appurtenances, pavement sawcutting and removal, excavation, backfill, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and $ $ �q ��© operative in place. 230 LF 5. Construct 8-inch PVC pipeline in Williams Ave., with nitrite (NBR) gaskets and connection to existing watermain, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and in 110 LF $ov $ operative place. RLSPECSWUNTINGTON BE,9C'HVZORIDA & AL.96AAL4 STREET SPECS C- I S PROJECT BID SCHEDULE A WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 6. Construct 8-inch PVC pipeline in Jana Circle, with nitrile (NBR) gaskets, including all valving, fittings, blowoffs, and appurtenances, pavement sawcutting and removal, excavation, backfill, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 220 LF $-u $ j d 7. Construct 8-inch pipeline in Owen Ave. and connection to existing watermain, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair and thrust restraint, as shown on these plans, complete and operative in place. 50 LF $ G.5•w $ ` T 8. Construct 8-inch PVC pipeline in Terrace Circle, with nitrile (NBR) gaskets, and connection to existing watermain, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, cement slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 60 LF 9. Construct 8-inch PVC pipeline in Clay Ave., with nitrile (NBR) gaskets, and connection to existing watermains, including all valves, fittings, temporary blowoffs and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 100 LF coo 10. Remove and salvage (to the City) existing fire hydrant, including removal and disposal of bury, valve box and valve cover, backfill, and surface repair, as shown on these plans, complete and in place. 9 EA $ t, � ,'" $ owo • 0-0 RfSPECSVIUN2"INCTOVBF-4ChVLORID,!& 1LIBAM4STREETSPECS C-Zs PROJECT BID SCHEDULE A WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 11. Construct new fire hydrant assembly, including furnishing and installing new bury, valve and appurtenances, zero sack slurry backfill and surface repair as shown on these plans, complete in 12 EA $_j,.0vo $ obo, and place. 12. Furnish and install 4-inch pump -out assembly, including all valving, fittings, zero sack slurry backfill and appurtenances, as shown on these plans, complete and in place. 2 EA 13. Furnish and install 2-inch air and vacuum assembly, including all valving, fittings, and appurtenances, as shown on these plans, complete and in place. 5 EA $ 2C),.�" 14. Furnish and Install new 1-inch polyethelyne water service, including piping, fittings, valving, %-inch metering assembly and meter box, abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, reconnection to customer side, and appurtenances, complete and operative in place. 9 EA $ tLiao."" 01 $ In Sao . 15. Furnish and Install new 1-inch polyethelyne water service, including piping, fittings, valving, 1-inch metering assembly and meter box and abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, reconnection to customer side, and appurtenances, complete and operative in place. 40 EA $J3�0,�' $ S-- C"""'"' 16. Furnish and Install new 2-inch copper water service, including piping, fittings, valving, 1%2-inch metering assembly and meter box, abandonment of existing line, trench excavation, pipe bedding, cement zero sack backfill, compaction, reconnection to customer side, and appurtenances, complete and operative in place. 3 EA �"' RLSPEC'SIHUNTLVCTONUE9CHIFLORID�I & ALADAAM STREET SPECS C-3s PROJECT BID SCHEDULE A WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 17. Furnish and Install new 2-inch copper water service, including piping, fittings, valving, 2-inch metering assembly and box, abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, reconnection to customer side, and appurtenances, complete and operative in place. 2 EA $ 3.� $ 6,c •"� 18. Cut and cap/seal existing waterline, including all appurtenances, as shown on these plans, complete and in place. 12 EA 19. Remove existing valve box and cover, including excavation, backfill, and surface repair, complete and in place. 8 EA 20. Furnish and install 2-inch temporary blowoff for pressure testing, including all appurtenances, as shown on these plans complete and in place. 11 EA $ �."° $�3CXa• 21. Construct inverted siphon assembly, including all fittings and appurtenances, excavation, backfill, and surface repair, as shown on these plans, complete and in place. 80 LF ' 22. Chlorination and testing of all new water mains and appurtenances, complete and in place. 1 LS $ 23. Traffic control throughout work area, including preparation of traffic control plans. 1 LS $ 24. Furnish and install pavement slurry seal in accordance with the specifications, and limits shown on the plans, including all appurtenant material, equipment and labor, complete and in place. 91,500 SF $ �b o 25. Install sheeting, shoring, and/or bracing as required for all trenching and excavation operations, and confined spaces in accordance with these plans and as required by law. 1 LS $� $ 26. Pothole existing utilities as directed by and in the presence of the City inspector, including pavement repair and traffic control. 10 EA $ 'I o . "O $ `77WD • RISPECSIHUNTINGTON BEACW-LORIDA & AL OAMA STREET SPECS C-4s PROJECT BID SCHEDULE A WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 27. Demobilization and Cleanup 1 LS $ Ic,gvo 28. Furnish and install 6-inch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, remove and disposal of existing pipe and appurtenances as shown on these plans, complete and in place. 7 EA $ -3, Sao 29. Furnish and install 8-inch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, remove and disposal of existing pipe and appurtenances as shown on these plans, complete and in place. 2 EA $ 3,!57w• $ ?tq � 30. Furnish and install new 1-inch polyethylene water service, including pipe fittings, valves and connection to existing 3/-inch metering assembly, abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction and appurtenances, complete and operative in place 7 EA $ Ltx," $ , 31. Furnish and install new 1-inch polyethylene water service, including pipe, fittings, valves, connection to existing 1-inch metering assembly abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction and appurtenances, complete and operative in place. 36 EA 32. Remove, and salvage to the City, existing valve. Dispose of interfering pipeline, and seal existing pipe ends, including surface repair, as shown on these plans, complete and in place. 21 EA ` -z . Sub -Total Amount for All Bid Items — SCHEDULE A ALTERNATIVE A-1 Item No. Description Size- Quantity Unit Unit Cost Total Cost A-1 Construct new fire hydrant assembly utilizing 9 EA $ $ 3 salvaged hydrant, including furnishing and installing new bury, valve and appurtenances, backfill and surface repair as shown on these plans, complete and in place. RISPEC'SIHUNTINGTONBEACHWLORIDA & ALABAMA STREET SPECS C-Ss PROJECT BID SCHEDULE B WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 1. Mobilization 1 LS $ P0,0LO $ 2. Furnish and install 12-inch PVC pipeline in Alabama St. with nitrite (NBR) gaskets, and connection to the existing watermain south of Knoxville Ave., and south of Adams Ave., including all valves, fittings, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as $ $ M�°^' shown on these plans, complete and in place. 2,000 LF 3. Construct tie-in connection to existing 12-inch PVC watermain at Knoxville Ave. (Sta. 10+82.24), including all valves, fittings, temporary blow -offs, appurtenances, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 1 LS 4. Construct 8-inch PVC pipeline in alley north of Knoxville Ave. (Sta. 12+57.24), with nitrile (NBR) gaskets, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, $ = $ C' complete and operative in place. 30 LF 5. Construct 8-inch PVC pipeline in alley south of Memphis Ave. (Sta. 15+86.24), with nitrile (NBR) gaskets and connection to existing watermain, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, and operative in 30 LF �S] et, $ vR $ complete place. R1.4PECSWUNTWGTONBEACIAPLORIDA & ALABAMA STREET SPECS C-6s PROJECT BID SCHEDULE B WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 6. Construct 8-inch PVC pipeline in Memphis Ave., with nitrile (NBR) gaskets and connection to existing watermain, including all valving, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 70 LF $ . 0 7. Construct tie-in connection to existing 12-inch PVC watermain at Memphis Ave.. (Sta. 17+66.35), including all valves, fittings, temporary blow -offs, appurtenances, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete $ $-- and operative in place. 1 LS 8. Construct 8-inch PVC pipeline in Nashville Ave. (Sta. 20+67.89) with nitrile (NBR gaskets) and connection to existing watermain, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair and thrust restraint, as shown on these plans, complete and operative in place. 35 LF $ Z-7�t' $5 9. Construct 8-inch PVC pipeline in Oswego Ave., with nitrile (NBR) gaskets, and connection to existing watermain, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, cement slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete LF and operative in place. 60 10. Construct 8-inch PVC pipeline in Portland Ave., with nitrile (NBR) gaskets, and connection to existing watermains, including all valves, fittings, temporary blowoffs and appurtenances, pavement sawcutting and removal, excavation, zero sackslurry backfill, surface repair, and thrust restraint, as shown on these plans, in 70 LF 00 $ 2007 $� complete and operative place. RISPECSIHUNTINGTON BEACWWRIDA & ALABAM4 STREET SPECS C- ! s PROJECT BID SCHEDULE B WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 11. Remove and salvage (to the City) existing fire hydrant, including removal and disposal of bury, valve box and valve cover, backfill, and surface repair, as shown on these plans, complete and in place. 3 EA $ tom' $ 3 ' 12. Construct new fire hydrant assembly, including furnishing and installing new bury, valve and appurtenances, zero sack slurry backfill and surface repair as shown on these plans, complete and in place. 5 EA $_� $ 13. Furnish and install 4-inch pump -out assembly, including all valving, fittings, zero sack slurry backfill and appurtenances, as shown on these, plans, complete and in place. 2 EA $ , $ (Lo 14. Furnish and install 2-inch air and vacuum assembly, including all valving, fittings, and appurtenances, as shown on these plans, complete and in place. 4 EA $ $ 15. Furnish and Install new 1-inch polyethelyne water service, including piping, fittings, valving, connection to existing 3/-inch metering assembly, abandonment of existing line, trench excavation, pipe bedding, zero sack slurry C-D backfill, compaction, and appurtenances, complete and operative in place. 30 EA $ I� $ ��Iy 16. Furnish and Install new 1-inch polyethelyne water service, including piping, fittings, valving, connection to existing 1-inch metering assembly, and abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, and appurtenances, complete and operative in place. 21 EA $_A Z0V $ 17. Furnish and Install new 2-inch copper water service, including piping, fittings, valving, connection to existing 2-inch metering assembly, and abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, and appurtenances, complete and operative in place. 2 EA $ $��"' RISPECSIHUNTINGTO,VBL•ACNIFLORIDA&ALABAWSTREETSPECS C-Os PROJECT BID SCHEDULE B WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 18. Furnish and Install new 2-inch copper water service, including piping, fittings, valving, connection to existing 1%-inch metering assembly, abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, and appurtenances, complete and operative in place. 1 EA $ 3,am -�v $ 19. Cut and cap/seal existing waterline, including all appurtenances, as shown on these plans, complete and in place. 13 EA $ (,.Sa- $ (q�se� 20. Remove existing valve box and cover, including excavation, backfill, and surface repair, complete and in place. 10 EA $ [ eoo > $ 10.ox�-� 21. Furnish and install 2-inch temporary blowoff for pressure testing, including all appurtenances, as shown on these plans complete and in place. 10 EA $ h3•"p $ t3,jo6."9 22. Chlorination and testing of all new water mains and appurtenances, complete and in place. 1 LS $ $ q. 23. Traffic control throughout work area, including preparation of traffic control plans. 1 LS $--7,otv b`' $ 'I,e--,- 24. Furnish and install pavement slurry seal in accordance with the specifications, and limits shown on the plans, including all appurtenant material, equipment and labor, complete and in $, [7L place. 45,400 SF $ $ 25. Install sheeting, shoring, and/or bracing as required for all trenching and excavation operations, and confined spaces in accordance with these plans and as required by law. 1 LS $ X;c,sc $ 5'ti �c�of 26. Pothole existing utilities as directed by and in the presence of the City inspector, including pavement repair and traffic control. 5 EA $ % o." $ 6. 27. Demobilization and Cleanup. 1 LS $wol $ Go�too, R1SPEC'SIIIUNTINGTONBEACIAFLORID4&;IL-0DA4,D7STREE'TSPECS C-9s PROJECT BID SCHEDULE B WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 28. Remove and salvage to the City existing valve. Dispose of interfering pipeline and seal existing pipe ends, including surface repair, as shown on these complete in 4 EA r, plans, and place. 29. Furnish and install 6-inch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, removal and disposal of existing pipe, and appurtenances as shown on these plans, complete and in place. 4 EA $A4nP_, $ fZj0CX:;0 � 30. Furnish and install 12-inch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, removal and disposal of existing pipe, and appurtenances as shown on these plans, complete and in place. 3 EA $`" $_ I2�000, ` 31. Furnish and install 4-inch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, removal and disposal of existing pipe, and appurtenances as shown on these plans, complete and in place. 1 EA $3,wu; $ 3,L, 32. Furnish and install 8-inch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, removal and disposal of existing pipe, and appurtenances as shown on these plans, complete and in place. 1 EA $_15"• $3. S , Sub -Total Amount for All Bid Items — SCHEDULE B $ go '-717 r� ALTERNATIVE B-1 Item No. Description Size- Quantity Unit Unit Cost Total Cost B-1 Construct new fire hydrant assembly utilizing 3 EA $ � Q' $ ti, q" `O salvaged hydrant, including furnishing and installing new bury, valve and appurtenances, zero sack backfill and surface repair, as shown on these plans, complete and in place. RISPEC'SVIUNTLVGTONBEACHIFLORIDd&AUBAAMSTREETSPECS C-I0S 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 10 Y" in the amount of $_1 11 ffi iL g Jwhich said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond", as the case may be). Bidder shall signify receipt of all Addenda here, if any: Addenda No. RI.SPECSIHUNTINGTON BF9CHIFLORIDd&ALAB 4AVSTREET SPECS C-2 LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid and the portion of the work to be done by such subcontractor. Portion Name and Address of Subcontractor State License Class of Work Number 'zq 3 I t1�2 .r�vL rr 3? -7 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. RISPEC'J'JIUNTINGTONDEAC HTLORIDA do ALARAW STREET SPECS C-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of Orange being first duly wo dep ses and says that he or she is e� of ,A the party making the foregoing bid that the bid is not made in the interest of, or dn'tM be if of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization, bid depository, or. to any member or agent thereof to effectuate a collusive or sham bid. Name of Bidder MELARIE REWELTAS Commission t 1352571 Z Notary Public - Calftmia Sign Of r Los Angeles County My Comm. Expires Apr 21, 200e 11Ltq3-1 "'51') a- b JL� (2loqt6n Address o dder 0VU Subscribed and sworn to before me this 7day of l d L , 2003. NOTARY PUBLIC �nS NOTARY SEAL RISPEC'SWUNTINGTONBE 1CHTPLORIDA & AL1BAU4 STREETSPECS C-4 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE AND WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE, (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. A Date: 1 -1 P Title RISPECSINUI,TINGTONBE.4CFMLORID.9 K AL.9BAAM STREET SPECS C-S 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? M'Ves >(N 0 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. RISPEC'SWUNTINGTO,VBE.4ChVLORIDA X AL.4BAAM STREET SPECS C-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code, each contractor to whom a public works contract has been awarded shall sign the following certificate. I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. r Title Date: * -1L �kp - I-- L�- � 0i) RISPECSVIUNTINGTONBEACHIFLORID.d & ALABASIA STREET SPECS C-7 UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-422-4133 a minimum of two working days before scheduled excavation. Dig Alert Identification Number: O k- r-- Contractor 4 — By Title Date: --, Note: This form is required for every Dig Alert Identification Number issued by U.S.A. during the course of the Work. Additional forms may be obtained from the AGENCY upon request. RIS'PEC'SWUNTINGTONBEACHIFLORIDd & ALIBAALI STREET SPECS C-8 BIDDER'S INFORMATION BIDDER certifies that the following informatipn is true and correct: Bidder Name Business Addre's&J NA City, State Zip Telephone Number State Contractor's License No. and Class Original Date Expiration Date The work site was inspected by `yt-✓ of our office on '1 , 2003. The following are persons, firms, and corporations having a principal interest in this proposal: RISPECSHUNTINGTONBEdC'HVMLORIDAc9-,IL4B.iAf,1STREETSPGC'S C-9 The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set fo CI p� 4CL Company Name A Signature of Printed or Typed Signature 'ARIE REWELTAS Subscribed and sworn to before me this day of LV 2003. u :mission # 1352571 = ; i Notary Public - California n Los Angeles County n � ,, �I i ' V �1�Q� I. km' S MY COS. Expires Apr z, , z006 �-C� NOTARY PUBLIC ` VULY a NOTARY SEAL Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past two years: 1. V yA 14 &�, - M 3 q a� P% 1-- L l Name and Address of Public Agency ki Name and Telephone No. of Project Manager: UNot, , i r 2. -�; Na , mil 11b' 0,rAL(, c 4 IS 1 d i Amount Type of Work Date Completes' of Public Agency Name and Telephone No. of Project Manager: 5 Z j 2w Contract Amou t Type of Work Date Completed 3. ,� ' L32 Nam a Address of Public Agency Name and Telephone No. of Project Manager: s' Contract Amount Typ f Work Date ompleted 9C 61� RISPECS6'IUNTINGTONBF-9CMFLORIDA & ALABAW S'TREETSPECS C-10 CITY OF HUNTINGTON BEACH 2000 MAIN STREET OFFICE OF THE CITY CLERK CONNIE BROCKWAY CITY CLERK August 15, 2003 W.A. Rasic Construction Co. Inc. 11126 Wright Road Lynwood, CA 90262 CALIFOR N[A 92648 Enclosed please find your original bid bond issued by I.C.W. Group Insurance Company of the West for Construction of the Water Pipeline Replacement Projects, C-1188 Connie Brockway, CIVIC City Clerk Enclosure g:/followup/cashcont/retumbidbond.doc (Telephone: 714-536-5227 ) I.C.W. GROUP INSURANCE COMPANY OF THE WEST EXPLORER INSURANCE COMPANY INDEPENDENCE CASUALTY AND SURETY COMPANY 11455 EL CAMINO REAL, SAN DIEGO, CA 92130-2045 PHONE: (858) 350-2920 FAX: (858) 350-2909 Bond Number: ICW-251 BID OR PROPOSAL BOND KNOW ALL MEN BY THESE PRESENTS: That we, W.A. Rasic Construction Co., Inc. , (hereinafter called the Principal), and Insurance Company of the West , a corporation organized and doing business under and by virtue of the laws of the State of California , and duly licensed for the purpose of making, guaranteeing or becoming sole surety upon bonds or undertakings required or authorized by the laws of the State of California, as Surety, are held and firmly bound unto City of Huntington Beach (hereinafter called the obligee) in the just and full sum of Ten Percent of the Total Amount Bid Dollars (S 10% of the Total Amount Bid) lawful money of the United States of America, for the payment of which, well and truly to be made, we hereby bind ourselves and our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH THAT WHEREAS, the above bounden Principal as aforesaid, is about to hand in and submit to the obligee a bid or proposal dated 7/8/03 for bid: Water Main Replacement Project in accordance with the plans and specifications filed in the office of the obligee and under the notice inviting proposals therefor. NOW, THEREFORE, if the bid or proposal of said principal shall be accepted, and the contract for such work be awarded to the principal thereupon by the said obligee, and said principal shall enter into a contract and bond for the completion of said work as required by law, then this obligation to be null and void, otherwise to be and remain in full force and effect. IN WITNESS WHEREOF, said principal and Surety have caused these presents to be duly signed and sealed this 3rd day of July , 2003. BY: W.A. Rasic Construction Co., Inc. Insurance Company of the West BY: --� Attorney -in -Fact ,Daniel Huckabay No. 0000654 ICW GROUP Bond No. ICW-251 Power of Attorney Insurance Company of the West The Explorer Insurance Company Independence Casualty and Surety Company KNOW ALL MEN BY THESE PRESENTS: That Insurance Company of the West, a Corporation duh• organized under the laws of the State of California, The Explorer Insurance Company, a Corporation duly organized under the laws of the State of Arizona, and Independence Casualty- and Surety Company, a Corporation duly organized under the laws of the State of Texas, (collectively referred to as the "Companies"), do hereby, appoint RALPH EIDEM, JR., DANIEL HUCKABAY, ARTURO AYALA. PATRICIA KNAPP their true and lawful Attomey(s)-in-Fact with authority to date, execute, sign, seal, and deliver on behalf ofthe Companies, Edelity and surety bonds, undertakings, and other similar contracts of suretyship, and any related documents. IN WITNESS WHEREOF, the Companies have caused these presents to be executed by its duly authorized offices this 16th day of January, 2001. 34�to%PANp,,er 0 Ot S11g9 Vt,}.Ty ��oRPURAT� �� j�4�apOp��RyA � $ GM VC V ' SEAL 0 John H. Craig, Assistant Secretary State of California County of San Diego ss. INSURANCE COMPANY OF THE WEST THE EXPLORER INSURANCE COMPANY INDEPENDENCE CASUALTY -A-ND SURETY COMPANY John L. Hannum, Executive Vice President On January 16, 2001, before me, Norma Porter, Notary Public, personally appeared John L. Hzrmum and John FL Craig, personally known to me to be the persons whose names are subscribed to the within instrument, and acknowledged to me that they executed the same in t-eir authorized capacities, and that by their signatures on the instrument, the entity upon behalf of which the persons acted, executed the instrument. Witness my hand and official seal. NORMA PORTER —i. CO(v1M. #1257540 NOTARY IEGO-CALIFORNIAOUNT(a U y C DIEGO E COUNTY � My Commission Expires MARCH 19, 2004 Norma Porter, Notary Public RESOLUTIONS This Power of Attorney is granted and is signed, sealed and notarized with facsimile signatures and seals under authority o`the following resolutions adopted by the respective Boards of Directors of each of the Companies: "RESOLVED: That the President, art Executive or Senior Vice President of the Company, together with the Secretary or any Assistant Secretary, are hereby authorized to execute Powers of Attorney appointing the person(s) named as Attomey(s)-in-Fact to date, execute, sign, seal, and deliver on behalf of the Company, fidelity and surety bonds. undertakings, and other smilar contracts of suretyship, and any related documents. RESOLVED FURTHER: That the signatures of the officers making the appointment, and the signature of any oficer certifying the validity and current status of the appointment, may be facsimile representations of those signatures; and the signature and seal of any notary, and the seal of the Company, may be facsimile representations of those signatures and seals, and such facsimile represe=tions shall have the same force and effect as if manually affixed. The facsimile representations referred to herein may be affixed by stamping, printing, typing, or photocopying." CERTIFICATE I, the undersigned, Assistant Secretary of Insurance Company of the West, The Explorer Insurance Comfy, and Independence Casualty and Surety Company, do hereby certify that the foregoing Power of Attorney is in full force and effect, and has not been revoked, and that the above -esolutions wet duly adopted by the respective Boards of Directors of the Companies, and are now in full force. IN WITNESS WHEREOF, I have set my hand this 3rd day of July 2003 4�k)11_ John H. Cram Assistant Secretary To verify the authenticity of this Power of Attorney you may call 1-800-877-11 11 and ask for the Surety D.vision. Please re"r to the Power of Attorney Number, the above named individual(s) and details of the bond to which the power is attached. For information or =ling claims, please contact Surety Claims, ICW Group, 11455 El Camino Real, San Diego, CA 92130-2045 or call (858) 350-2400. W.A. Rasic Construction Company, Inc. 11126 Wright Road, Lynwood, CA 90262 DO NOT OPEN WITH REGULAR MAIL City Clerk, City of Huntuigton Beach 2000 Main Street, 2"1 Floor, tlmitington Beach, CA 92(Ag Scaled Bid for the Construction of WATERMAIN REPLACEMENT PROJECT FLORIDA ST. — ALTAMAR DRIVE TO CLAY AVE. ALABAMA ST. — KNOXVILLE AVE. TO ADAMS AVE. CONSTRUCTION CONTRACT NO. 1188 Bid Date: July 8, 2003 — 2:00 p.m. CITY OF HUNTINGTON BEACH 2 0 0 0 Main Street P. O. B o x 1 9 0 C a l i f o r n i a 9 2 6 4 8 Robert F. Beardsley, P.E. Department of Public Works Director (714) 536-5431 ADDENDUM NO. 1 TO THE CONTRACT DOCUMENTS FOR THE FLORIDA AND ALABAMA STREETS WATER MAIN REPLACEMENT; CC-1188 TO: ALL PLAN HOLDERS DATE: JUNE 27, 2003 FROM: THE CITY OF HUNTINGTON BEACH The following modifications, additions and/or deletions are made a part of the CONTRACT DOCUMENTS for construction of the FLORIDA AND ALABAMA STREETS WATER MAIN REPLACEMENT CC-1188, issued fully and completely as if same were set forth therein: This addendum consists of nineteen (19) total pages, of which this sheet is the first. The Revised Bid Schedule (C-11 s "Revised") is page 2; a Matrix Summary is page 3, relevant City Standards are pages 4- 7, and captioned photographs are included as pages 8-19. The scope of the addendum is generally comprised of the following: 1. Relocate (3) existing meters and their service connections as required and indicated by the attached matrix and pertinent photographs. 2. Remove and replace sections of sidewalk as indicated by the attached matrix, pertinent photographs, and pertinent City Standards. 3. Remove trees and plant (2) new 24-Inch box trees per removal as indicated by the attached matrix, pertinent photographs, and pertinent City Standards. Each Bidder shall acknowledge receipt and acceptance of this Addendum No. 1 by signing in the space provided below. Bidders shall submit the signed acknowledgment with their bid. The bidder's total bid amount shall be submitted on Sheet "C-11s Revised" (which is included in this Addendum), and NOT Sheet "C-11s," which was included in the original contract documents. Sincerely, THE CITY OF HUNTINGTON BEACH By: Deborah DeBow, P. E. City of Huntington Beach, Project Engineer Receipt acknowledged and conditions agreed to this 90," day of July, 2003. BIDDER: s Signature: Title: 2 Page 1 of 19 D:\Documents and Settings\debowd\Local Settings\Temporary Internet Fi1es\OLK8E\Addenda Form. DOC PROJECT BID SCHEDULE TOTALS CC-1188 WATERMAIN REPLACEMENT PROJECT SCHEDULES A, B AND ADDENDUM NO. 1 Sub -Total Bid Schedule A Sub -Total Bid Schedule B Sub -Total Bid Addendum No. 1 TOTAL BID AMOUNT (Schedules A, B and Addendum No. 1) TOTAL BID AMOUNT IN WORDS: Notes: All extensions of unit prices will be subject to verification by Owner. In case of a verification between the unit price and the extension, the unit price will govem. The Owner reserves the right to reject any or all proposals and bid items. Page 2 of 19 RISPECSIHUNTLN(GTONBF-4CMFLORIDA ALIBAAL1 STRE£TSPECS C-IIs "Revised" Matrix for Addendum #1 for Florida and Alabama Streets Water Main Replacement CC-1188 City of Huntington Beach ** BIDDER SHALL COMPLETE THIS FORM AND SUBMIT WITH BID ** Note: Unless noted otherwise, trees in close proximity to relocated meters and/or services throughout the project shall be protected in place. Hand -digging and other measures to protect the trees and their roots may be required. No. Photo" Address Plan Sheet Exist Tree Action LumD Sum Cost 1 A7 1521 Alabama Sheet 6, Alabama Dwgs Pine (mature) 1,2,3 Action 1: Action 2: Action 3: 2 Al A2 1513 Alabama Alaba a Dwgs g Action 8: 3 A3 1503 Alabama Between 1501 & 1507 Sheet 5, Alabama Dwqs 6 Action 6: 4 A4 1501 Alabama Sheet 5, Alabama Dwgs 7 Action 7: 5 A5 1201 Alabama Sheet 3, Alabama Dwgs 9 Action 9: 6 A6 Northeast comer of Alabama & Oswego Sheet 5, Alabama Dwgs Palm mature 1,2 Action 1: Action 2: 7 B1 Between 702&706 Jay Circle Sheet 10, Florida Dwgs Ficus (mature) 1,2,3 Action 1: Action 2: Action 3: 8 B2 710 Jay Circle Sheet 10, Florida Dwgs Ficus (mature) 1,2,5 JAction 1: Action 2: Action 5: 9 B3 Between 701&705 Jay Circle Sheet 10, Florida Dwgs Ficus (mature) 1,2,4 Action 1: Action 2: Action 4: 10 B4 2220 Florida Street Sheet 5, Florida Dwgs Ficus (mature) 1,2,3 Action 1: Action 2: Action 3: 11 B5 602 Jana Circle Sheet 10. Florida s Palm uvenileAction �1,2 Action 1: 2: Addendum Total ($) Actions: 1. Remove existing tree and grind stump 24-inches below grade. Fill hole with Class A top sal 2. Plant (2) 24-inch box trees at (a) location(s) in a parkway to be determined by the City. The City will select from the six different types of trees listed on page # 4 of this addenedum. The trees shall be planted per Huntington Beach City Standards No.714 & 715, sheet 3 (pages # 6 & 7 of the addendum) 3. Remove and replace 20-lineal feet of sidewalk per Huntington Beach City Standard No. 207 (page # 5 of the addendum) 4. Remove and replace 25-lineal feet of sidewalk per Huntington Beach City Standard No. 207 (page # 5 of the addendum) 5. Remove and replace 30-lineal feet of sidewalk per Huntington Beach City Standard No. 207 (page # 5 of the addendum) 6. Relocate new water service and existing meter per Construction Note 23, Sheet 5 of Alabama St. Plans to a new location approximately 15-ft more soutt Adjust service connection station (STA. XX + XX.XX ) to 12-inch PVC water main and modify customer meter connection piping as necessary 7. Relocate new water service and existing meter per Construction Note 22, Sheet 5 of Alabama St.Plans to a new location approximately 1$-it more southerly between the existing telephone pole and the existing telephone termination enclosure. Adjust service connection station (STA. XX + )XXX ) to 12-inch PVC water main and modify customer meter connection piping as necessary 8. Remove and replace sidewalk on either side of crack to nearest joint (20 lineal feet total) per Huntington Beach City Standard No. 207 (page # 5 of the addendum) 9. Relocate new water service and existing meter per Construction Note 22, Sheet 3 of Alabama St. Plans to a new location approximately 5-ft more northe to the Parkway area. Adjust service connection station (STA. XX + XX.)X) to 12-inch PVC water main and modify customer meter connection piping as necessary. Remove and replace affected portions of existing driveway to nearest construction joint. **Photos can be found sheets 8 through 19 of this addendum, and each photo is indentified with it's respective photo No. in the lower right-hand comer of the photo. Page 3 of 19 CITY OF HUNTINGTON BEACH TREE REMOVAUREPLACEMENT POLICY AUTHORIZED PARKWAY TREES/PALMS Trachycarpus fortune! - (Windmill Palm) Slender fan palm with dark green leaves, fibrous trunk growing moderately fast to 30 feet. G; Genera parvifolia - (Australian Willow) Evergreen with medium green narrow drooping leaves growing fast to 30 feet. Lagerstroemia faurei `Muskogee' - Orchid'Nachez' - White `Toscarora' - Coral PPS (Crape Myrtle) Deciduous with shiny medium green leaves with Fall color change moderately slow growing to 30 feet. Flowers pare lavender, coral pink or white - June/July. Prunus cerasifera "Krauter Vesuvius' - (Purple -leaf Plum) y'? Deciduous with dark purple leaves moderately growing to 18 feet with 12 foot spread and upright branching habit. Flowers light pink - February/March. Ra hioie ip s 'Majestic Beauty' - (India Hawthorn) Evergreen with thick glossy leaves growing slowly to 15 feet. Light pink fragrant flower clusters to 10' wide in spring. Syagrus ro anzoffianum - Queen Palm (formerly Arecastrum r.) Bright glossy green feather fronds with smooth trunk growing rapidly to 50 feet. 317196 rev. CD:ss 0 m N SLOPE 1 4" PER 1' 4 •. S" 2 R SECTION A --A 0. y I, 2-=35' (ARTERIAL HWY TO ARTERIAL HWY) JS' (ARTERIAL HWY. TO LOCAL Sr) 25' (LOCAL ST. TO LOCAL SF) R/W —- r r — F 4 r THICK yy"� CONC. SIDEWALK h %' PLAN 33' ''.� NOTES..° (1 VVEAKENED PLANE OR QUICK JOINT AT 10' MAX. O.C. Oz GROUT BETWEEN SIDEWALK ANG BLOCKWALL. REFER TO STD. PLAN 212 CURB RAMP DETAILS. CHAMFERED 1 " X 2" KE r. 2&ERAL (VOTE 1. 'R' TO BE DETERMINED BY SUBTRACTING THE SMALLER 'P' FROM 'Z' A APPROVECI: I CITY OF HUNTINGTON BEACH '�� � DEPARTMENT OF PU8Ur- WORKS CITY ENGINEER • STANDARD PLAN CALL TI-E CITY OF HB LANDSCAPE INSPECTOR AT M4) 536-5480 FOR TREE SPECJES, SIZE, SPACING, NUBS=-ZY SOURCES AND/OR FAD ADJUSTMENTS BEFORE PLANTING. TAKE 2' DIAMETER LODGE POLE PNE (2) EACH. COPPER NAPTNANATE TREA i cD AND DRIVEN 12' SE OW T-IE BOTTOM OF PLANT HOLE STAKES TO BE DRIVF_.N INTO THE GROUND W7P A STAKE POUNDER OR A NIF -IOD APPROVED BY TI-L- LANDSCAPE INSPECTOR. (USE OF SLEDGE 1-4AIv VS2S, HAMME 2S OR AUGURING TOOLS WE 1 NOT K- PSRMfTtED), STAKES ARE TO BE PLUMB. ADJUST STAKE LE`IGTP PER TREE VARLETY OR AS DIRECTED BY THE LANDSCAPE INSPECTOR. STAKES AND CROSSBOARDS ARE TO BE PARALLEL W17H THE ROADWAY. CROSSBOARDS I'X3'Xi8' CLEAR I-IEART REDWOOD ROUGH SAWN WO SPLITS) (2) EACH. A T TAG-/ ON UPWIND SIDE (OR BY INSPECTOR) WITH 16D GALVANIZED NAILS SENT OVER BACK OF STAKE (4 NAILS PIER BOARD, P2E DRILL TO ELIMINATE SPU17ING). CR0SS50ARDS ARE 70 BE ATTACAE-D AFTER STAKES HAVE E �N DRIVEN INTO THE GROUND AT THE R LOCATION TIES 36' LONG (MIN) 'GRO-STRAIG i - RUBBER TIRE TYPE, TIE N LOOSE FIGURE EIGI4T TO ALLOW FOR TWO YEARS GROWTH (2) EACI-i. ATTACH WITH 41) GALVANIZED ROOFING NAILS BENT OVER BACK OF CROSSBOARDS (ONE NAIL PER END 7 ). PRE DRILL ALL 1-40LES. TREE PLAIN i 1NG PLANT NOL= SIZE TO BE A MINIMUM OF (2) TIMES LARGER THAN THE CONTAINER. DUST EINMQE HOLE W1 14 GYPSUM BEFORE SACKFILLING. PLANT TI ;E TRH CROWN I Ill" ABOVE FINISH SOIL G2ADE. SACKFILL 2 PARTS CLASS A TOPSOIL TO 8E 7H QOUGI-LY MIXED WITH d) PART NTROL= SAWDUST. Q-- ROOTHARRIER FOR TREES WITHIN 6' OF HARDSCAPE OR LOW WALLS. SEE STD PLAN 718 (LINEAR ROOT BARRIER). WATER BASIN 3' NIGH WATER BASIN N GROUNDCOVER AREAS. IN LAWN AREAS USE A 24` DIAMETER OF 3' SHREDDED BARK NO BASIN). SUMP SEE STD PLAN 716 72 =/PALM SUMP) 9 TREES IN LAWN AREAS SHALL HAVE A 36 DIA. AREA CLEAR OF LAWN, CE.'NI i CRED AROUND T(-E 7ZIEE TRUNK, AND MULCP=-:) WTH 3' OF "MEDIUM GRIND MULCT-" FROM RECYCLED WOOD PRODUCTS (626) 727-720 TREE PLANTING AND STAKING CITY OF HUNMNGTON BEACH ARD ST PLA N DEPARTMENT OF PUBLIC WORKS 714 2000 { . Ivy -I ; 1 1 OF I J PL.ANTNG SPECIFICATIONS of PRIOR TO EXCAVATING OR SOZNG. NOTIFY DIG ALERT TO FIELD MARK EXISTING UTL ITIE. PROTECT IN PLACE. IF FIELD CONFLICT EXISTS, NOTIFY THE LANDSCAPE ARCHITECT/INSPECTOR. PROCEED WITH WORK ONLY AFTER NEW DIRECTIONS HAVE BEEN GIVEN BY THE LANDSCAPE ARCHITECT/INSPECTOR. 0 EXCAVATE PLANT HOLE TO SIZE AND DEPTH SHOWN. EXCAVATE AND CONSTRUCT DRAINAGE SUMP PER 'TREE/PALM SUMP' STANDARD PLAN NO. 716. CONNECT EACH 2' LONG X 2' WIDE PIECE OF 'DEEP ROOT' ROOT BARRIER PANELING TO ANOTI----R Z LONG X 2' WIDE PIECE WITH THE MANUFACTURERS JOINE2 STRIP TO F C2M ONE CONTINUOUS IC' LENGTH. BEND IC ' LENGTH OF ROOT BARRIER TOGETHER INTO CONFIGURAT3CN AS SHOWN AROUND ROOTSALL AND CONNECT ENDS USING ANOTHER JOINER STRIP. DEEP ROOT BARRIER SHALL BE FLUSH WITH THE EDGE OF CONCRETE PAVING, DO NOT USE ROOT BARRIER WITH PALMS UNLESS DIRECTED BY THE LANDSCAPE INSPECTOR. S FOR TREES, BACKFILL PLANT HOLE APPROXIMATELY 6' TO 12' DEEP WITH PREPARED BACKFILL AS SPECIFIED IN THE CITY OF HUNTINGTON BEACH LANDSCAPE SPECIFICATIONS. FILL THE REMAINDER OF THE HOLE WITH WATER TO SETTLE. FOR PALMS, BACKFLL Wi T H PUZE CLEAN COARSE SAND, COMPACT SAND WITH A 'BUSHWACKEW AND WATER TO CREATE A SOLID BASE FOR THE PALM. 6 AFT cR BACKFILL HAS SUFFICIENTLY SETTLED AND DRIED AS DIRECTED BY THE LANDSCAPE INSPECTOR, NS T ALL THE TREE ROOTSALL WITH THE TOP LEVEL AND I` ABOVE THE BOTTOM OF THE ADJACENT SIDEWALK. FCR PALMS, BACKFILL WIT�I CLEAN, COARSE SAND AND COMPACT WITH 'BUSHWACKER' AND WATER TO THE SATISFACTION OF T HE LANDSCAPE INSPECTOR. INSTALL 6' PERFORATED ABS PLASTIC SDR 35 DRAIN PIPE IN ALTERNATE CORNERS VE2TICALLY AND FILL WITH 3/4' CRUSHED DRAIN ROCK. PERFORATIONS SHALL BE A MINIMUM OF 1/2` IN DIAMETER IN THREE LOCATIONS AROUND THE CIRCUMF ~ RENCE. L:J BACKFILL THE REMAINING TREE WELL VOIDS WITHI SPECIFIED BACKFILL AND WATER TO SEi' T LE, STAKE TREE PER STANDARD PLAN NO. 74 ALL PALMS IN MEDIAN ISLANDS AND PALMS WITH 10' OF BROWN TRUNK OR GREATER TO BE STAKE ANCHORED WITH PALM QUAD PODS PER STANDARD PLAN NO. 713. PALMS WITH LESS THAN IO' OF BROWN TRUCK AND NOT IN MEDIAN ISLANDS SHALL BE STAKED WITH A 10' LONG, 2' DIAMEi ER COPPER NAPHANATE TREATED LODGE POLE PINE STAKE, DRIVEN A MINIMUM OF 3' INTO THE GROUND AND 12' BELOW THE BOTTOM OF THE PLANT HCLE. TIE TO PALM WITH 'G20-STI2AIGHT' RUBBER TIRE TIES (24' TO 36" LONG) SIZE AS REQUIRED TO ENCIRCLE STAKE AND PALM LOOSELY. ATTACH TO STAKE WITH A 160 NAIL AND BEND NAIL ON BACK OF STAKE. ?O AFT ER BACKFILL HAS SUFFICIENTLY SET TLED AND DRIED, BRING BACKFILL TO GRADE SHOWN. ARTERIAL PALM/TREENELL PLANTING SPECIFICATIONS LOW � CITY OF HUNTINGTON BEACH S PLAN 20 DEPARTMENT OF PUBLIC WORKS s =' Q 7155 L 1999 - f{? " r 30F--- �j k: 11 1. REMOVE AND REPLACE SIDEWALK ON BOTH SIDES OF CRACK TO NEAREST JOINT (20 TOTAL L.F.)SIDEWALK PER CITY STD. 207. PHOTO No. A 1 M lsjtp ALK TC} NOTE' BELOW J � } f �.x, ��* � � ��`✓ r%� �� � � i t +» ?,fir w-� ��� "+ "< s ��'' �.�:,x+ i '1''� �r,�` �.t s ✓ rt"nN' nSa � } a �.w '� 4 �{, _]ti ar*,. y-tj .Y j Y ri 3+�'s.'{� � � �< .yi4 t ..� �'�tii '"� , vt b •�+ `f•r 1. RELOCATE NEW SERVICE AND EXISTING METER PER CONSTRUCTION NOTE 23, SHEET 5 OF ALABAMA STREET PLANS APPROXIMATELY 15-FEET MORE SOUTHERLY. PHOTO No. A3 1. RELOCATE NEW SERVICE AND EXISTING METER PER CONSTRUCTION NOTE 22, SHEET 5 OF ALABAMA STREET PLANS APPROXIMATELY 15-FEET MORE SOUTHERLY BETWEEN THE EXISTING TELEPHONE POLE AND THE EXISTING TELEPHONE TERMINATION ENCLOSURE. PHOTO No. A4 V, 41t� . . . . . . . . . . y j MWAik EEO Mm,m 1. RELOCATE NEW SERVICE AND EXISTING METER PER CONSTRUCTION NOTE 22, SHEET 3 OF ALABAMA STREET PLANS APPROXIMATELY 5-FEET MORE NORTHERLY FROM EXISTING DRIVEWAY TO THE PARKWAY AREA. PHOTO No. AS 1. REMOVE TREE AND GRIND STUMP 24-INCHES BELOW SURFACE. FILL HOLE WITH CLASS A TOP SOIL. 2. PLANT (2) 24-INCH BOX TREES (LOCATION TO BE DETERMINED BY CITY)PER CITY STDS. 714 AND 715. PHOTO No. A6 1. REMOVE TREE AND GRIND STUMP 24-INCHES BELOW SURFACE. FILL HOLE WITH CLASS A TOP SOIL. 2. PLANT (2) 24-INCH BOX TREES (LOCATION TO BE DETERMINED BY CITY)PER 3. REMOVE AND REPLACE 20 L.F. OF SIDEWALK PER CITY STD. 207. PHOTO No. A7 1. REMOVE TREE AND GRIND STUMP 24-INCHES BELOW SURFACE. FILL HOLE WITH CLASS A TOP SOIL. 2. PLANT (2) 24-INCH BOX TREES (LOCATION TO BE DETERMINED BY CITY)PER CITY STDS. 7.14 AND 715. -- 3. REMOVE AND REPLACE 20 L.F. SIDEWALK PER CITY STD. 207. PHOTO No. B 1 1. REMOVE TREE AND GRIND STUMP 24-INCHES BELOW SURFACE. FILL HOLE WITH CLASS A TOP SOIL. 2. PLANT (2) 24-INCH BOX TREES (LOCATION TO BE DETERMINED BY CITY)PER CITY SIDS. 714 AND 715. 3. REMOVE AND REPLACE 30 L.F. OF SIDEWALK PER CITY STD. 207. PHOTO No. B2 1. REMOVE TREE AND GRIND STUMP 24-INCHES BELOW SURFACE. FILL HOLE WITH CLASS A TOP SOIL. 2. PLANT (2) 24-INCH BOX TREES (LOCATION TO BE DETERMINED BY CITY)PER CITY STDS. 714 AND 715. 3. REMOVE AND REPLACE 25 L.F. OF SIDEWALK PER CITY STD. 207. PHOTO No. B3 y•. {{„. "`4 �t� � N '•.Jy'7�¢;�� f���^ i'Rjlws¢ '4 ,� y_ �„ � �� �`f. � •/ } t W t 1C' ���"� F ',` yv� � +'t 'm � ��" 1 � •r, pl may, +� � a 1� f^' �`�" f �,••,;: '�'a+`'Ss� «t�i,� �e '' ?r' '! F'4' +�,�•` } Yr�x c, a /a .,�j` � 1 ` , �' � .r it , II rr ��ys,,,,��f, �' y}� `� � �i4y L w•' �^ l .�+� r�, �r�r"N r1' � .� �.J k �'45},•} f fir: ¢ afib "�- .� pe,,! ¢..1,• � . ��,� yi Y i:+; ` ; vw w � _ '�i aS�p '�,' r, � -�n- y.... y .. 'Iv13 APOlt Ta Be i �'a-�'4 1 r' rt ''Y$ i$:*.•.•_^ g r �`%�'�� .!" ,.. ��A�a"'� � �r.'•�. ��':' �M �t�� i ' .t fir �� f;'1 3 � 'ii a� �`� r.Y, e .r,�+.lr i �•.' ,, All i a ''mod :"`•.ate � .� � g 4 f j .r ��4Shi �• +t.-.. .c,�4 aa� "�_Y'ykT ti �,'',a ax rfi'• ••� ¢ rT... e �iY Y ,+tF h'�✓t al f r},�, • dr. '' 4` ,S 31 i' �'-.!f * .+4Y �T 1�7.�� �ir>����� `r����� L�-'i•.a i•,r".*t � X '' T''•w YYP �'^,^` '"`� `ji`k'' � 'Mi �.Y' �-y.. '-f"� � �r-t� �+�»�"�'�`��'" ; ♦ F"» .. .....ram" -'"`.. ... .......-.- .. 'Awle�"nit Aci , PROJECT BID SCHEDULE TOTALS CC-1188 WATERMAIN REPLACEMENT PROJECT SCHEDULES A, B AND ADDENDUM NO. 1 70, Sub -Total Bid Schedule A Sub -Total Bid Schedule B Sub -Total Bid Addendum No. 1 (� 5 TOTAL BID AMOUNT (Schedules A, B and Addendum No. 1) (, ).o TOTAL BID AMOUNT IN WORDS: IMOIJ 5eve,., k.�,nbn.C� b LOs/LO0 Notes: All extensions of unit prices will be subject to verification by Owner. In case of a verification between the unit price and the extension, the unit price will govem. The Owner reserves the right to reject any or all proposals and bid items. Page 2 of 19 RwEcswt ,w&-mNBL4cmnoPm.4 &dLABuLI/AsTmnsms C-11s "Revised" i Matrix for Addendum #1 for Florida and Alabama Streets Water Main Replacement CC-1188 City of Huntington Beach ** BIDDER SHALL COMPLETE THIS FORM AND SUBMIT WITH BID ** Note: Unless noted otherwise, trees in close proximity to relocated meters and/or services throughout the project shall be protected in place. Hand -digging and other measures to protect the trees and their roots may be required. MOW" " n Shoot ExistSum Cost 1 A7 1521 Alabama Sheet 6, Alabama Dwgs Pine (mature) 1,2,3 Action 1: ► CXXU Action 2: Action 3: C9 2 Al A2 1513 Alabama Sheet 6, Alabama Dwgs 8 Action 8: 3 A3 1503 Alabama Between 1501 & 1507 Sheet 5, Alabama Dwgs 6 Action 6: 2, CXZ 4 A4 1501 Alabama Sheet 5, Alabama Dwgs 7 Action 7: C w - 5 A5 1201 Alabama ,tea 3, Dwgs 9 Action 9: ocoU- 6 A6 Northeast comer of Alabama & Oswego Sheet 5, Alabama s Palm mature 112 Acton 1: l Action 2: 7 61 Between 702&706 Jay Circle Sheet 10, Florida Dwgs Ficus (mature) 1,2,3 Action 1: 2 Action 2: — Action 3: 8 B2 710 Jay Circle Sheet 10, Florida Dwgs Ficus (mature) 1,2,5 Action 1: Action 2: ppb Action 5: 1 Sc o 9 63 Between 701&705 Jay Circle Sheet 10, Florida Dwgs Ficus (mature) 1,2,4 Action 1: Action 2: 1, COO — Action 4: 1 so — 10 B4 2220 Florida Street Sheet 5, Florida Dwgs Ficus (mature) 1,2,3 Action 1: t QO � Action 2: Action 3: t CHM- 11 B5 002 Jana Circle Sheet 10, Florida D s Palm uvenileAction 11,2 Action 1: 2: Addendum Total ($) 31 l a `.—'p Actions: 1. Remove existing tree and grind stump 24-inches tow grade. Fill hole with Class A top soil 2. Plant (2) 24-inch box trees at (a) location(s) in a parkway to be determined by the City. The City will select from the six different types of trees listed on page # 4 of this addenedum. The trees shall be planted per Huntington Beach City Standards No.714 & 715, sheet 3 (pages # 6 & 7 of the addendum) 3. Remove and replace 204ineal feet of sidewalk per Huntington Beach City Standard Mn 207 (page # 5 of the addendum) 4. Remove and replace 25-lines feet of sidewalk per Huntington Beach City Standard No. 207 (page # 5 of the addendum) 5. Remove and replace 304ineai feet of sidewalk per Huntington Beach City Standard No. 201(page # 5 of the addendum) 6. Relocate new water service and existing meter per Construction Note 23, Shost 5 of Alabama St. Plans to a new location approximately 15-ft more soutf Adjust service connection station (STA. XX + XX.XX) to 12-inch PVC water main and modify customer meter connection piping as necessary 7. Relocate new water service and existing meter per Construction Note 22, Sheat 5 of Alabama St.Plans to a new location approximately 15-ft more southerly between the existing telephone pole and the existing telephone termination enclosure. Adjust service connection station (STA. XX + )OXX) to 12-inch PVC water main and modify customer meter connection piping as necessary 8. Remove and replace sidewalk on either side of crack to nearest joint (20 lineal feet total) per Huntington Beach City Standard No. 207 (page # 5 of the addendum) 9. Relocate new water service and existing meter per Construction Note 22, Shoot 3 of Alabama St. Plans to a new location approximately 5-ft more northe to the Parkway area. Adjust service connection station (STA. XX + )X.XX) to 12-inch PVC water main and modify customer meter connection piping as necessary. Remove and replace affected portions of existing driveway to nearest construction joint. **Photos can be found sheets 8 through 19 of this addendum, and each photo is indentified with its respective photo No. in the lower right-hand comer of the photo. Page 3 of 19 SECTION C PROPOSAL for the WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE CONSTRUCTION CONTRACT No.1188 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 120 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. R►WC3WUMTMGroMREdCHn0WA AALANAM STREE7&0= C-1 ' > PROJECT BID SCHEDULE A WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 1. Mobilization 1 LS $ 4-i,154- 2. Furnish and install 12-inch PVC pipeline in Florida St. with nitrile (NBR) gaskets, and connection to the existing watermain north of Altamar Ave., north and south of Yorktown Ave., and north of Clay Ave., including all valves, fittings, and appurtenances, pavement sawcutting and removal, excavation, backfill, zero sack slung backfill, surface repair, and thrust restraint, as -� $ id9 $ 351► shown on these plans, complete and in place. 3,200 LF 3. Construct 8-inch PVC pipeline in Utica Ave. with nitrile (NBR gaskets), and connection to existing watermains, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slung backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 190 LF $ I�©= $ sz 39 `moo 4. Construe 8-inch PVC pipeline in Jay Circle, with nitrile (NBR gaskets), including all valves, fittings, blowoffs, and appurtenances, pavement sawcutting and removal, excavation, backfill, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and t $-— j6 $ �`�'' a operative in place. 230 LF 5. Construct 8-inch PVC pipeline in Williams Ave., with nitrile (NBR) gaskets and connection to existing watermain, including all *valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slung backfill, surface repair, and thrust restraint, as shown on these plans, complete and Z, o operative in place. 110 LF $ i-Va $ lg,3$3 RLWCSWUNMGTONMCtl n0NDA & ALAAAM4 SrMT SPECS C-I s ' PROJECT BID SCHEDULE A WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 6. Construct 8-inch PVC pipeline in Jana Circle, with nitrile (NBR) gaskets, including all valving, fittings, blowoffs, and appurtenances, pavement sawcutting and removal, excavation, backfill, zero sack slung backfill, surface repair, and thrust restraint, as shown on these plans, complete and WZ. y� operative in place. 220 LF $ ItL_ $ a5,tAiz- 7. Construct 8-inch pipeline in Owen Ave. and connection to existing watermain, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair and thrust restraint, as shown on k� these plans, complete and operative in place. 50 LF $ $ Is,-123 8. Construct 8-inch PVC pipeline in Terrace Circle, with nitrile (NBR) gaskets, and connection to existing watermain, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, cement slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and t5 operative in place. 60 LF $ ais $ 9. Construct 8-inch PVC pipeline in Clay Ave., with nitrite (NBR) gaskets, and connection to existing watermains, including all valves, fittings, temporary blowoffs and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and 1,01 operative in place. 100 LF $ as$ $ as, $1,9 10. Remove and salvage (to the City) existing fire hydrant, including removal and disposal of bury, valve box and valve cover, backfill, and surface repair, as shown on these plans, complete and in place. 9 EA $ ►,tia4- $ R64PfiCSd UMNNGTONREACIMORMA AAL ta"M STREET SPECS C-2s ' PROJECT BID SCHEDULE A WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 11. Construct new fire hydrant assembly, including furnishing and installing new bury, valve and appurtenances, zero sack slurry backfill and surface repair as shown on these plans, complete and in place. 12 EA $ 3,4a $ 4'4, ri 5 12. Furnish and install 4-inch pump -out assembly, including all valving, fittings, zero sack slurry backfill and appurtenances, as shown on these -- _ plans, complete and in place. 2 EA 13. Furnish and install 2-inch air and vacuum assembly, including all valving, fittings, and appurtenances, as shown on these plans, complete and in place. 5 EA $ 3, sd$ - $ -t , o 14. Furnish and Install new 1-inch polyethelyne water service, including piping, fittings, valving, 3/-inch metering assembly and meter box, abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, reconnection to customer side, and appurtenances, complete and operative in place. 9 EA $ i, H �s $ i3�4 (,o 15. Furnish and Install new 1-inch polyethelyne water service, including piping, fittings, valving, 1-inch metering assembly and meter box and abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, reconnection to customer side, and b3 Zo appurtenances, complete and operative in place. 40 EA $ 20 $ U4, 82-S 16. Furnish and install new 2-inch copper water service, including piping, fittings, valving, 1 %Z-inch metering assembly and meter box, abandonment of existing line, trench excavation, pipe bedding, cement zero sack backfill, compaction, reconnection to customer side, and 33 99 appurtenances, complete and operative in place. 3 EA $ -X01—(1 $ �i 898 ' PROJECT BID SCHEDULE A WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 17. Furnish and install new 2-inch copper water service, including piping, fittings, valving, 2-inch metering assembly and box, abandonment of existing line, trench excavation, pipe bedding, zero sack slung backfill, compaction, reconnection to customer side, and appurtenances, complete and operative in place. 2 EA $ S-11-1 � $a- 18. Cut and cap/seal existing waterline, including all appurtenances, as shown on these plans, -15 complete and in place. 12 EA $ 88a $ to�s93- 19. Remove existing valve box and cover, including excavation, backfill, and surface repair, complete i and in place. 8 EA $ $Sti $ V,$31t 20. Furnish and install 24nch temporary blowoff for pressure testing, including all appurtenances, as og q4 shown on these plans complete and in place. 11 EA $ z,-3L $ z� S9(o 21. Construct inverted siphon assembly, including all fittings and appurtenances, excavation, backfill, and surface repair, as shown on these plans, gs o — complete and in place. 80 LF $ a6-t $ 21,1138 22. Chlorination and testing of all new water mains and appurtenances, complete and in place. 1 LS $ 6oa� $ 23. Traffic control throughout work area, including preparation of traffic control plans. 1 LS $(,3s- 24. Furnish and install pavement slurry seal in accordance with the specifications, and limits shown on the plans, including all appurtenant material, equipment and labor, complete and in Li place. 91,500 SF $ l $ i9, aiS' 25. Install sheeting, shoring, and/or bracing as required for all trenching and excavation operations, and confined spaces in accordance with these plans and as required by law. 1 LSc�sg- 26. Pothole existing utilities as directed by and in the presence of the City inspector, including pavement repair and traffic control. 10 EA $ (� $ `+ 3 $ J&WCMUNTNGWNB"CWWRMA & "AM MOT SPECS C-43 . PROJECT BID SCHEDULE A WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 27. Demobilization and Cleanup 1 LS $ 4 a1ji - $ 14,) yl - 28. Fumish and install 6-inch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, remove and disposal of existing pipe and appurtenances as shown on these plans, complete and in place. 7 EA $ t,, u 29. Furnish and install 8-inch cut in valve assembly; including valve, PVC Class 200 pipe, transition couplings, remove and disposal of existing pipe and appurtenances as shown on these plans, complete and in place. 2 EA $ i,3Vz $ 14+- gas - 30. Furnish and install new 1-inch polyethylene water service, including pipe fittings, valves and connection to existing 3/-inch metering assembly, abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfili, compaction and appurtenances, complete and gg operative in place 7 EA $ t,sgy $ ►�,►s� 31. Furnish and install new 1-inch polyethylene water service, including pipe, fittings, valves, connection to existing 1-inch metering assembly abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfili, compaction and appurtenances, complete and operative in place. 36 EA $ +,353� $ 48j OB- 32. Remove, and salvage to the City, existing valve. Dispose of interfering pipeline, and seal existing pipe ends, Including surface repair, as shown on 95 these plans, complete and in. place. 21 EA $ 14 $ 30a SS3 Sub -Total Amount for All Bid items — SCHEDULE A ALTERNATIVE A-1 Item No. Description Size- Quantity Unit Unit Cost' Total Cost A-1 Construct new fire hydrant assembly utilizing 9 EA $3.3a $ 291911q salvaged hydrant, including fumishing and installing new bury, valve and appurtenances, backfiii and surface repair as shown on these Plans, complete and in place. MPECSINUNTOVGT0NBEAC7M0AMA & AL 0AAM SntUr W C-Ss ` PROJECT BID SCHEDULE B WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 1. Mobilization 1 LS $ 2�o9V $ p%oatc- 2. Furnish and install 12-inch PVC pipeline in Alabama St. with nitrile (NBR) gaskets, and connection to the existing watermain south of Knoxville Ave., and south of Adams Ave., including all valves, fittings, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as 2z $ $ shown on these plans, complete and in place. 2,000 LF 3. Construct tie-in connection to existing 12-inch PVC watermain at Knoxville Ave. (Sta. 10+82.24), including all valves, fittings, temporary blow -offs, appurtenances, zero sack slung backfill, surface repair, and thrust restraint, as shown on these plans, complete $ 1°���°, and operative in place. 1 LS 4. Construct 8-inch PVC pipeline in alley north of Knoxville Ave. (Sta. 12+57.24), with nitrile (NBR) gaskets, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slung backfill, surface repair, and thrust restraint, as shown on these plans, $ =° $ 12-1 y complete and operative In place. 30 LF 5. Construct 8-inch PVC pipeline in alley south of Memphis Ave. (Sta. 15+86.24), with nitrile (NBR) gaskets and connection to existing watermain, including all valves, fittings, ,. temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 30 LF $ yaa $ 12�, RLSPSCSIH MMOTOMMCi11F WMA A "AM Sn=T &RJ= C-6s PROJECT BID SCHEDULE B WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 6. Construct 8-inch PVC pipeline in Memphis Ave., with nitrite (NBR) gaskets and connection to existing watermain, including all valving, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, 1 -to complete and operative in place. 70 LF $ sso $ 1911.9-8 7. Construct tie-in connection to existing 12-inch PVC watermain at Memphis Ave.. (Sta. 17+66.35), including all valves, fittings, temporary blow -offs, appurtenances, zero sack slung backfill, surface repair, and thrust restraint, as shown on these plans, complete $ 3sS� $ and operative in place. 1 LS 8. Construct 8-inch PVC pipeline in Nashville Ave. (Sta. 20+67.89) with nitrite (NBR gaskets) and connection to existing watermain, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair and thrust restraint, as shown on .� i5 these plans, complete and operative in place. 35 LF $ 3si $ i3,35g 9. Construct 8-inch PVC pipeline in Oswego Ave., with nitrite (NBR) gaskets, and connection to existing watermain, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, cement slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 60 LF $ 10. Construct 8-inch PVC pipeline in Portland Ave., with nitrite (NBR) gaskets, and connection to existing watermains, including all valves, fittings, temporary blowoffs and appurtenances, pavement sawcutting and removal, excavation, zero sackstury backfill, surface repair, and thrust restraint, as shown on these plans, 14 complete and operative in place. 70 LF $ Fzi 19 I RWECWV,N7IN0T0NB"CMn0A►D4dcdLABAMSnWTSMCS C-7s PROJECT BID SCHEDULE B WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 11. Remove and salvage (to the City) existing fire hydrant, including removal and disposal of bury, valve box and valve cover, backfill, and surface repair, as shown on these plans, complete and in place. 3 EA $ ►,$d'�- $ z- 12. Construct new fire hydrant assembly, including furnishing and installing new bury, valve and appurtenances, zero sack slurry backfill and surface repair as shown on these plans, €o complete and in place. 5 EA $ 3,1-kg $ �a, 13. Furnish and install 4-inch pump -out assembly, including all valving, fittings, zero sack slurry backfill and appurtenances, as shown on these plans, complete and in place. 2 EA $ 'a. 8t $ ►�, 9�3 14. Furnish and install 2-inch air and vacuum assembly, including all valving, fittings, and appurtenances, as shown on these plans, ,s complete and in place. 4 EA $ 314-7 $ 13,38°r — 15. Furnish and Install new 1-inch polyethelyne water service, including piping, fittings, valving, connection to existing Y44nch metering assembly, abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, and appurtenances, A!�t complete and operative in place. 30 EA $ 1,46-1 $ 16. Furnish and Install new 14nch polyethelyne water service, including piping, fittings, valving, connection to existing 14nch metering assembly, and abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, and appurtenances, 9s C15 complete and operative in place. 21 EA $ ►,`+mot $ 30,9�0 17. Furnish and Install new 2-inch copper water service, including piping, fittings, valving, connection to existing 2-inch metering assembly, and abandonment of existing line, trench excavation, pipe bedding, zero sack slung bacilli, compaction, and appurtenances, complete and operative in place. 2 EA $ os9 - $ c� ► ti �' RISP=WUNTAV(3TC)NEBACNVWNDA&ALARdWSMEE7SPEW C-Os ` PROJECT BID SCHEDULE B WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 18. Furnish and Install new 2-inch copper water service, including piping, fittings, valving, connection to existing 1 %--inch metering assembly, abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, and appurtenances, complete and operative in place. 1 EA 19. Cut and cap/seal existing wateriine, including all appurtenances, as shown on these plans, complete and in place. 13 EA $ a17 $ ii Wi 20. Remove existing valve box and cover, including excavation, backfill, and surface repair, t° complete and in place. 10 EA Ns $ t $ 4,st2- 21. Fumish and install 2-inch temporary blowoff for pressure testing, including all appurtenances, as shown on these plans complete and in place. 10 EA i 9l - 22. Chlorination and testing of all new water mains and appurtenances, complete and in place. 1 LS $ U, 3`►a- 23. Traffic control throughout work area, including preparation of traffic control plans. 1 LS $ 6,3- $ t�,3to3- 24. Furnish and install pavement slurry seal in accordance with the specifications, and limits shown on the plans, including all appurtenant material, equipment and labor, complete and in 21 place. 45,400 SF $ 25. Install sheeting, shoring, and/or bracing as required for all trenching and excavation operations, and confined spaces in accordance with these plans and as required by law. 1 LS $ 1,go4- $ 1 }cloti- 26. Pothole existing utilities as directed by and in the presence of the City inspector, including 60 pavement repair and traffic control. 5 EA $ c,4Z $ 27. Demobilization and Cleanup. 1 I LS I $ 9 - Is g RISIMMUNMOMNB&ttCHMONILUAALA8diddSMSTSMS C-93 PROJECT BID SCHEDULE B WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 28. Remove and salvage to the City existing valve. Dispose of interfering pipeline and seal existing pipe ends, including surface repair, as shown on -IS these plans, complete and in place. 4 EA $ �, ►a'I-- 29. Furnish and install 6-inch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, removal and disposal of existing pipe, and appurtenances as shown on these plans, �s complete and in place. 4 EA $ -i $ -,sp, 9(.s 30. Furnish and install 12-inch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, removal and disposal of existing pipe, and appurtenances as shown. on UN of — these plans, complete and in place. 3 EA $ �i5 raLy 31. Furnish and install 4-inch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, removal and disposal of existing pipe, and appurtenances as shown on these plans, complete and in place. 1 EA $ s,53�- $ s.9 Yk - 32. Furnish and install &inch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, removal and disposal of existing pipe, and appurtenances as shown on these plans, complete and in place. 1 EA 1 $--4. - $ -I, 3IS- Sub-Total Amount for All Bid Items - SCHEDULE B $ (,cot , 55 ;� ALTERNATIVE B-1 Item No. Description Size- Quantity Unit Unit Cost Total Cost B-1 Construct new fire hydrant assembly utilizing 3 EA $ 3,aa-1 $ salvaged hydrant, including furnishing and installing new bury, valve and appurtenances, zero sack backfiil and surface repair, as shown on these plans, complete and in place. R4SP&=ff1JMMT0NBBACWWRMA & AL78A, Q ffAW SPhM C-10S PROJECT BID SCHEDULE TOTALS CC-1188 WATERMAIN REPLACEMENT PROJECT SCHEDULES A AND B The SUBTOTALS and TOTAL below DO NOT INCLUDE BID ALTERNATIVES: Sub -Total Bid SchVule A Sub -Total Bid TOTAL BID AMOUNT (Sched es A and B) TOTAL BID AMOUNT IN WORDS: Notes: All extensions of unit pric it will b sut verification between the it price and t The Owner reserves t right to reject any ject to verification by Owner. In case of a extension, the unit price will govern. all proposals and bid items. RISPECSWEW,1NGTON66.fGHi 0ND,4&9LA&"SZW.VSPZCS C-11S 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 nnvo��id. Accompanying this proposal of bid, find 51v N in the amount of $ T� tV6Wf vhich 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 Na " : Date Received .Bidder's re, -71 D RMCSIHUNTlNOTONBVCHKORDA&AL UMASTAEUSPBGS C-2 LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid and the portion of the work to be done by such subcontractor. Portion of Work Same and Address of Subcontractor, State License . Number' Class 5ea� z �� ,� 3-� a-► � g 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. AMC MUMV0.G OV MCWLORMA & ALAS. J" $rMa SM S C-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of Qmge LD S hN 6r Cry N► A 1,:%L A_I!z:: p,s 1 C J � • , being first duly sworn, deposes and says that he or she is of W •A . FkstG party making the foregoing gid 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, fixrther, 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. w.A• P-ASlG QKST WoW GD.� In1L Name of Bidder Signature oft id r tll?.Jo W1�1�}(T gyp. L NwaeD DZb.2 Add6ss of Bidder Subscribed and sworn to before me this -0—k day of 0 . IOWM PASCHALL Certrr�on # 124W Noisy hac - cafamTa to AgWN �+h �Mcamm.eost�ec7.�i NOTARY PUBLIC6,d/J� NOTARY SEAL RWffCSWUAT1XGWNa&ICN a0WA & ALMA" srxserSPECS C4 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE AND WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE, (I)(we it) ill employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows: "Qualified Person: A person who, by reason of experience or instruction, is familiar with the operation to be performed and the hazards involved." The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal -OSHA requirements. The undersigned further promises and agrees that the provisions herein shall be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein. Contractor i��117 - // By F,1"SIC r Title Date: RMCSWUNMGZVNMCNIFLORID.f & ALU aMA sr UT SMS C-5 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? ❑ Yes XNO If the answer is yes, explain the circumstances in the space provided. Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. R64PN0WE WGTONBBAGMFL0NW & ALAWU SMMTSP= C-G COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code, each contractor to whom a public works contract has been awarded shall sign the following certificate. I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. W-k • �,hsl(, GE>t1S'j]L1�I�f.�latJ GD. IIJG . Contractor 4 BY W�,S1 C ,J . Title Date: -Ju !• b 2DD� T R►sreOWUMMI NBRACH.oema A ALA&LVA ST W SP8cx C-7 1 t UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 421 b/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-8004224133 a minimum of two working days before scheduled excavation. Dig Alert Identification Number: Tl>y W A• i't"Sic, 0•11�1L . Contractor By WhL SIC��J(L . Title Date: .Jtu, S 7,OD�j Note: This form is required for every Dig Alert Identification Number issued by U.S.A. during the course of the Work Additional forms may be obtained from the AGENCY upon request. RWRCSWUh'MGT0JV3F.lCfM0XWAAALOAIIdiJWVSPEa C-8 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Vet • A P-,As l L CW STV-(,Tjor j Bidder Name 111" W P-1 &4jT JZMD Business Address L'y f, JWObj> G# � 02. 6 -)-- city, State zip (31o) $96- d5,qD Telephone Number 3b8761 A State Contractor's License No. and Class Original Date Issued 1-31-2p0j Expiration Date The work site was inspected by W#J1 A2- of our office on JJ1 j Z , 2003. The following are persons, firms, and corporations having a principal interest in this proposal: W• h. s« CWS W a C-A\j ry a' CJWfWA*b✓\ WAV�te- A. {zASIG, �uv�r -- T awv,*kt ✓ RtfPWMUNrN"0X A&lCM0Rr A & AURAMA STUErV= C-9 The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. V�► �As1 �Nsc�(o N ca . t N Signature W"k�1sp- R- K'A�stC . JlL Printed or Typed Signature ��KITA P�.p„� Subscribed and sworn to before me this �iay of , 2003. Commission # 1244287 �Y Kt tc - California MLM Angeles Y Carrnn. Ex� Dec 7 2ppp NOTARY PUBLIC AtA PUAJAV NOTARY SEAL Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past two years: �. 5a a-OLAd Name and Address of Public Agency 2. 3- Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work . Date Completed Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed xt4M=ffUNTWGWNBEiCJM0Xa4 & "AM STMTSMCS C-10 W.A. RASIC CONSTRUCTION COMPANY, INC. REFERENCES OWNER/AGENCY LOCATION DATE CONTRACT CONTACT COMPLETED AMOUNT NAME PHONE LAS VIRGENES MUNICIPAL WATER DISTRICT CALABASAS Antidpated $4, 812 ROMMEL MAMN (818) Z71 21 7 MAJOR POTABLE WATER TRANSMISSION PIPELINES September-03 Install 13,530 If of 18" & 20" PVC pipe; Install approx 5,400 If of 42' Welded Steel Waterline CITY OF NEWPORT BEACH NEWPORT BEACH Antidpated $2,159,370 MICHAEL SINACORI (949) 644-3311 24" WATER MAIN REPLACEMENT May-03 Install approx 8,300 If 24" CML&TW Steel Pipe CALIFORNIA AMERICAN WATER COMPANY INGLEWOOD Sep-02 $386,000 JAY BURNETT (626) 289-7924 ANGELES VISTA BLVD MAIN REPLACEMENT ext 25 Install 5,400 If 16: DIP; replace 80 services & 10 hydrants WEST BASIN MUNICIPAL WATER DISTRICT LOS ANGELES Sep-02 $991,035 PAUL COOK (310) 660-6241 WESTSIDE WATER RECYCLING Install 2,900 If of 16" Ductile Iron Pipe CITY OF ESCONDIDO ESCONDIDO May-02 $4,350,158 STEVE DAVIS (760) 745-2181 RECLAIMED WATER DISTRIBUTION SYSTEM Install 32,000 If of 8" -18' PVC/DIP CITY OF GARDEN GROVE GARDEN GROVE October-01 $294,900 NAVIN MARU (714) 741-5180 CROSS GUTTER RECONSTRUCTION 13,000 s.f. Pcc Curb and Gutter, Sidewalk & Wheelchair Ramps Install 4 Catch Basins, 4 Traffic Loops, Traffic Striping & Legends CITY OF GARDEN GROVE GARDEN GROVE September-01 $862,460 NAVIN MARU (714) 741-5180 WESTMINSTER AVE. STORM DRAIN Install 1,890 If of 72"-18' RCP LONG BEACH WATER DEPARTMENT LONG BEACH July-01 $113,230 VAN JEW (562) 570-2342 16" WATER LINE -ROUTE 22 Install 210 If of 16" CMLS Steel Pipe CITY OF LYNWOOD LYNWOOD June-01 $287,500 YADI FARHADI (310) 603-0220 ALAMEDA STREET WATER LINE Install 2,800 If of 12' DIP; 9 Fire Hydrant connections CITY OF ARCADIA ARCADIA May-01 $320,255 PAT MALLOY (626) 2%-6554 FOOTHILL SEWER ADDITION PROJECT Install 2,035 If of 10' VCP; 8 manholes LONG BEACH WATER DEPARTMENT LONG BEACH Mar-01 $1,067,881 VAN JEW (562) 570-2342 PCH 30" CAST IRON MAIN REPLACEMENT Install 3,180 If of 30" Ductile Iron Pipe CITY OF GLENDORA GLENDORA May-01 $638,232 JARIUS WILLIAMS (626) 914-8254 SIERRA MADRE AVE. TRANSMISSION MAIN Install 2,190 30" CMLC Steel Pipe WEST BASIN MUNICIPAL WATER DISTRICT EL SEGUNDO Mar-01 $2,450,386 PAUL COOK (310) 6W-6241 CHEVRON REVERSE OSMOSIS PIPELINE Install 8,872 If of dual 16' and 12" PVC Waterline CENTRAL BASIN MUNICIPAL WATER DISTRICT DOWNEY Jul00 $184,000 PAUL COOK (310) 660-6241 RIO HONDO CHANNEL AT PEDESTRIAN BRIDGE Install 32016" Ductile Iron Pipe across Rio Hondo Channel MONTE VISTA WATER DISTRICT MONTCLAIR Jan-01 $1,215,124 ROBERT TOCK (909) 624-0035 WELLS 19 & 20 TRANSMISSION MAIN x 111 Install 4,320 If of CMLC Steel Pipe LONG BEACH WATER DEPARTMENT LONG BEACH Jul-00 $2,365,916 VAN JEW (562) 570-2342 PCH 12-WATERMAIN Install 10,000I.f. of 12" Ductile Iron Pipe LOS ANGELES COUNTY DEPT. OF PUBLIC WORKS MARINA DEL REY Oct-00 $2,322,961 JOLENE GUERRERO (626) 458-4975 MARINA DEL REY 24-INCH FEEDLINE Install 5,750 If 24' CMLC Steel Pipe LOS ANGELES COUNTY DEPT. OF PUBLIC WORKS COVINA Feb-00 $402,984 RAY GREEN (626) 458-4933 CURB RAMPS Remove & Replace 232 handicap ramps CITY OF SAN DIEGO SAN DIEGO Feb-00 $417,475 ANITA WELKER (619) 533-4462 SUNCREST DRIVE Install 1,720 If 8" PVC pipe ALAMEDA CORRIDOR TRANSP. AUTHORITY LOS ANGELES Feb-00 $2,141,308 PAUL BUCKLEY (310) 329-0102 WASHINGTON BLVD. GRADE SEPARA 71ON Reinforce Concrete Box Culvert / Street Improvement CITY OF BREA BREA Jan-00 $1,573,347 RAUL USING (714) 671-4450 RESIDENTIAL STREET REHAB & WATER IMP Install 15,000 8" DIP / Street Improvements L.A. COUNTY DEPARTMENT OF PUBLIC WORKS MISSION HILLS Aug-99 $2,615,000 MARYAM ADHAMI (626) 458-3149 DEVONSH►RE DRAIN UNIT #2 Install 13,000 feet of 18' - 72' RCP 1e, CITY OF HUNTINGTON BEACH 2000 MAIN STREET OFFICE OF THE CITY CLERK CONNIE BROCKWAY CITY CLERK August 15, 2003 Cedro Construction Inc. 1300 West Gonzales Rd. Ste. 101 Oxnard, CA 93030 CALIFORNIA 92648 Enclosed please find your original bid bond issued by International Fidelity Insurance Company for Construction of the Water Pipeline Replacement Projects, C-1188 Connie Brockway, CIVIC City Clerk Enclosure g:/followup/cashconttretumbidbond.doc (Telephone: 714-536-5227) 7- INTERNATIONAL FIDELITY INSURANCE COMPANY BOND NO.:CEDCO-139 BID DATE: 07/08/2003 KNOW ALL MEN BY THESE PRESENTS: That we, CEDRO CONSTRUCTION, INC., (hereinafter called the Principal), and INTERNATIONAL FIDELITY INSURANCE COMPANY, a corporation organized and doing business under and by virtue of the laws of the State of NEW JERSEY, and duly licensed for the purpose of making, guaranteeing or becoming sole surety upon bonds or undertakings required or authorized by the laws of the State of CALIFORNIA, as Surety, are held and firmly bound unto THE CITY OF HUNTINGTON BEACH (hereinafter called the obligee) in the sum equal to 10% of the accompanying bid of the Principal, not, however, in excess of TEN PERCENT OF THE TOTAL AMOUNT BID Dollars ($10% OF BID AMOUNT), for the payment of which, well and truly to be made, we hereby bind ourselves and our heirs, executors, administrators, successors and assigns, jointly and severally, firmly.by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH THAT WHEREAS, the above bounden Principal as aforesaid, is about to hand in and submit to the obligee a bid for WATERMAIN REPLACEMENT PROJECT. FLORIDA STREET, ALTAMAR DRIVE TO CLAY AVENUEIALABAMA STREET, KNOXVILLE AVENUE TO ADAMS AVENUE — CONSTRUCTION CONTRACT NO. 1188 in accordance with the plans and specifications filed in the office of the obligee and under the notice inviting proposals therefore. NOW, THEREFORE, if the bid or proposal of said principal shall be accepted, and the contract for such work be awarded to the principal thereupon by the said obligee, and said principal shall enter into a contract and bond for the completion of said work as required by law, then this obligation to be null and void, otherwise to be and remain in full force and effect. IN WITNESS WHEREOF, said principal and said Surety have caused these presents to be duly signed and sealed this 2nd day of JULY, 2003. BY: BY: ..4aP'. •Cv �4 / 3 ov �7�' a �y z�-L� �v �� i��la/ ' D��v ,g=iz.,v � • � 3 0 3 0 ,. 9 Z g �- j5�j,,'� Al n �: A 7 �j I SECTION C PROPOSAL for the WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE CONSTRUCTION CONTRACT No.1188 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 120 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. AWBCSINUNMGTON BEACffln0 IDA & AUBAMA STREET SPECS C-1 rI i PROJECT BID SCHEDULE A WATERMAIN REPLACE Ems` P J t�:'�`,FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 1. Mobilization 1 LS $ 2413a7 $ Z4,3*7 2. Furnish and install 124nch PVC pipeline in Florida St. with nitrile (NBR) gaskets, and connection to the existing watermain north of Altamar Ave., north and south of Yorktown Ave., and north of Clay Ave., including all valves, fittings, and appurtenances, pavement sawcutting and removal, excavation, backfill, zero sack slurry backfill, surface repair, and thrust restraint, as $ �2 p $ 38¢, poo shown on these plans, complete and in place. 3,200 LF 3. Construct 8-inch PVC pipeline in Utica Ave. with nitrile (NBR gaskets), and connection to existing watermains, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slung backfill, surface repair, and thrust restraint, as shown on these plans, complete and $ / 2G $ 23,94c� operative in place. 190 LF 4. Construct 8-inch PVC pipeline in Jay Circle, with nitrile (NBR gaskets), including all valves, fittings, blowoffs, and appurtenances, pavement sawcutting and removal, excavation, backfill, zero sack slung backfill, surface repair, and thrust restraint, as shown on these plans, complete and $ operative in place. 230 LF 5. Construct 8-inch PVC pipeline in Williams Ave., with nitrile (NBR) gaskets and connection to existing watermain, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slung backfill, surface repair, and thrust restraint, as shown on these plans, complete and c operative in place. 110 LF ,RWPBCWHuxTTVG7y)XMCHI 0AIDA&ALARAMAsrRUrSPECS C-1s PROJECT HID SCHEDULE A WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 6. Construct 8-inch PVC pipeline in Jana Circle, with nitrite (NBR) gaskets, including all valving, fittings, blowoffs, and appurtenances, pavement sawcutting and removal, excavation, backfill, zero sack slung backfill, surface repair, and thrust restraint, as shown on these plans, complete and in 220 LF Z(p $ 27 $ / operative place. 7. Construct 8-inch pipeline in Owen Ave. and connection to existing watermain, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair and thrust restraint, as shown on G 3 a d these plans, complete and operative in place. 50 LF $ $ 8. Construct 8-inch PVC pipeline in Terrace Circle, with nitrite (NBR) gaskets, and connection to existing watermain, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, cement slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and in LF Z� 1 y Rio operative place. 60 $ $ 9. Construct 8-inch PVC pipeline in Clay Ave., with nitrite (NBR) gaskets, and connection to existing watermains, including all valves, fittings, temporary blowoffs and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and f G 00 operative in place. 100 LF $ $ 10. Remove and salvage (to the City) existing fire hydrant, including removal and disposal of bury, valve box and valve cover, backfill, and surface repair, as shown on these plans, complete and in EA O� �,� �5¢ $ place. 9 $ fiWRCSINUNTWGTONB&1CMa0RM,tAA"UMA=M"SPECS C-2s PROJECT BID SCHEDULE A WATERMAIN REPLAttMEW PI OAtT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 11. Construct new fire hydrant assembly, including furnishing and installing new bury, valve and appurtenances, zero sack slung backfill and surface repair as shown on these plans, complete in 12 EA y�2rjp �,Gj, pQ� $ and place. $ 12. Furnish and install 4-inch pump -out assembly, including all valving, fittings, zero sack slung backfill and appurtenances, as shown on these tj� $ $ plans, complete and in place. 2 EA 13. Furnish and install 2-inch air and vacuum assembly, including all valving, fittings, and appurtenances, as shown on these plans, in 5 EA 32� $ AO/ complete and place. $ 14. Furnish and Install new 1-inch polyethelyne water service, including piping, fittings, valving, Y4-inch metering assembly and meter box, abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, reconnection to customer side, and 90/ appurtenances, complete and operative in place. 9 EA 15. Furnish and Install new 1-inch polyethelyne water service, including piping, fittings, valving, 1-inch metering assembly and meter box and abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, reconnection to customer side, and ///3 ,,llam,� 4Zv appurtenances, complete and operative in place. 40 EA $ $ 16. Furnish and Install new 2-inch copper water service, including piping, fittings, valving, 1 Y.—inch metering assembly and meter box, abandonment of existing line, trench excavation, pipe bedding, cement zero sack backfill, compaction, reconnection to customer side, and in EA '� 8 ¢L $ appurtenances, complete and operative place. 3 $ � RIPP_V=HUNTINGTONBBACMnORMA &,"BAAM SnWT SPBCS C-3s l r PROJECT BID SCHEDULE A WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 17. Furnish and Install new 2-inch copper water service, including piping, fittings, valving, 2-inch metering assembly and box, abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, reconnection to customer side, and y appurtenances, complete and operative in place. 2 EA 18. Cut and cap/seal existing waterline, including all appurtenances, as shown on these plans, in complete and place. 12 EA 19. Remove existing valve box and cover, including excavation, backfill, and surface repair, complete in 8 EA $ ' $ ?Z y� and place. 20. Furnish and install 2-inch temporary blowoff for pressure testing, including all appurtenances, as on these complete and in 11 EA (D f �� shown plans place. 21. Construct inverted siphon assembly, including all fittings and appurtenances, excavation, backfill, and surface repair, as shown on these plans, / %¢ $�0 complete and in place. 80 LF $ $ 22. Chlorination and testing of all new water mains and appurtenances, complete and in 1 LS �, 34 place. 23. Traffic control throughout work area, including ill / S5 0 preparation of traffic control plans. 1 LS $ $ 24. Furnish and install pavement slung seal in accordance with the specifications, and limits shown on the plans, including all appurtenant material, equipment and labor, complete and in 3 n Z7, 440 place. 91,500 SF $ $ 25. Install sheeting, shoring, and/or bracing as required for all trenching and excavation operations, and confined spaces in accordance these by law. 1 LS ( /3� L D with plans and as required $ $ 26. Pothole existing utilities as directed by and in the presence of the City inspector, including traffic 10 EA e pavement repair and control. RISPECWUNTWOTONMCIII L0WA&"AMAVAWSPECS C-4s I PROJECT BID SCHEDULE A WATERMAIN REPLACEMENT PROJECT,, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 27. Demobilization and Cleanup 1 LS $ �%f 3�� $ 28. Furnish and install 6-inch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, remove and disposal of existing pipe and appurtenances as shown on these plans, in 7 EA 3©� complete and place. $� $ 29. Furnish and install 8-inch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, remove and disposal of existing pipe and appurtenances as shown on these plans, Q. complete and in place. 2 EA 30. Furnish and install new 1-inch polyethylene water service, including pipe fittings, valves and connection to existing 3/-inch metering assembly, abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction and appurtenances, complete and q�7 �' ¢3'f operative in place 7 EA $ $ 31. Furnish and install new 1-inch polyethylene water service, including pipe, fittings, valves, connection to existing 1-inch metering assembly abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction and appurtenances, complete and �U operative in place. 36 EA $ $�� 32. Remove, and salvage to the City, existing valve. Dispose of interfering pipeline, and seal existing pipe ends, including surface repair, as shown on 7 these plans, complete and in place. 21 EA $ $ Sub -Total Amount for All Bid Items — SCHEDULE A $ '9 17 7'90 ALTERNATIVE A-1 Item No. Description Size- Quantity Unit Unit Cost Total Cost A-1 Construct new fire hydrant assembly utilizing 9 EA $ Z, SPV $ salvaged hydrant, including furnishing and installing new bury, valve and appurtenances, backfill and, surface repair as shown on these plans, complete and in place. RISPE(."UMWGTONBEACH n0WA do AUMMA STAW SPECS C-Ss Z PROJECT BID SCHEDULE B WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 1. Mobilization 1 LS $ $ 2. Furnish and install 12-inch PVC pipeline in Alabama St. with nitrite (NBR) gaskets, and connection to the existing watermain south of Knoxville Ave., and south of Adams Ave., including all valves, fittings, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. 2,000 LF 3. Construct tie-in connection to existing 12-inch PVC watermain at Knoxville Ave. (Sta. 10+82.24), including all valves, fittings, temporary blow -offs, appurtenances, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete -70 (l �' $ $ and operative in place. 1 LS 4. Construct 8-inch PVC pipeline in alley north of Knoxville Ave. (Sta. 12+57.24), with nitrile (NBR) gaskets, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair, and S S80 thrust restraint, as shown on these plans, $ $ complete and operative in place. 30 LF 5. Construct 8-inch PVC pipeline in alley south of Memphis Ave. (Sta. 15+86.24), with nitrile (NBR) gaskets and connection to existing watermain, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, p lisa complete and operative in place. 30 LF $ $ RWECSWUN WGF0NBEACNIFLQRIDA & ALABAMA STREET SPECS C-6s 'X PROJECT BID SCHEDULE B WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 6. Construct 8-inch PVC pipeline in Memphis Ave., with nitrile (NBR) gaskets and connection to existing watermain, including all valving, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, in LF $ IA(O' complete and operative place. 70 7. Construct tie-in connection to existing 12-inch PVC watermain at Memphis Ave.. (Sta. 17+66.35), including all valves, fittings, temporary blow -offs, appurtenances, zero sack slurry backfill, surface repair, and thrust these �j'3 8 3 Z a restraint, as shown on plans, complete $ $ and operative in place. 1 LS 8. Construct 8-inch PVC pipeline in Nashville Ave. (Sta. 20+67.89) with nitrile (NBR gaskets) and connection to existing watermain, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slung backfill, surface repair and thrust restraint, as shown on I g G� Cy�y these plans, complete and operative in place. 35 LF $ $ 9. Construct 8-inch PVC pipeline in Oswego Ave., with nitrile (NBR) gaskets, and connection to existing watermain, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, cement slung backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in 60 LF / $ place. 10. Construct 8-inch PVC pipeline in Portland Ave., with nitrile (NBR) gaskets, and connection to existing watermains, including all valves, fittings, temporary blowoffs and appurtenances, pavement sawcutting and removal, excavation, zero sacksluny backfill, surface repair, and thrust restraint, as shown on these plans, Zd complete and operative in place. 70 LF $ $ RMRC,SWUNTINGT0NBE4CHn0RWA & ALA 4M4 STREET SPECS C-7s PROJECT BID SCHEDULE B WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 11. Remove and salvage (to the City) existing fire hydrant, including removal and disposal of bury, valve box and valve cover, backfill, and surface repair, as shown on these plans, complete and in EA place. 3 $ $ 12. Construct new fire hydrant assembly, including furnishing and installing new bury, valve and appurtenances, zero sack slung backfill and surface repair as shown on these plans, complete and in place. 5 EA 13. Furnish and install 4-inch pump -out assembly, including all valving, fittings, zero sack slurry backfill and appurtenances, as shown on these plans, complete and in place. 2 EA $ $ 14. Furnish and Install 2-inch air and vacuum assembly, including all valving, fittings, and appurtenances, as shown on these plans, complete and in place. 4 EA $ $ 15. Furnish and Install new 1-inch polyethelyne water service, including piping, fittings, valving, connection to existing %-inch metering assembly, abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, and appurtenances, complete and operative in place. 30 EA $�8 16. Furnish and Install new 1-inch polyethelyne water service, including piping, fittings, valving, connection to existing 1-inch metering assembly, and abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, and appurtenances, d 3¢ complete and operative in place. 21 EA $ $ 17. Furnish and Install new 2-inch copper water service, including piping, fittings, valving, connection to existing 2-inch metering assembly, and abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, and appurtenances, in EA �U%y complete and operative place. 2 AW_rCSWUNTINOT0NMCMa0RMA&ALA&IMASTRUTSMS C-OS l PROJECT BID SCHEDULE B WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 18. Furnish and Install new 2-inch copper water service, including piping, fittings, valving, connection to existing 1 %2-inch metering assembly, abandonment of existing line, trench excavation, pipe bedding, zero sack slung backfill, compaction, and appurtenances, a► Q,L� complete and operative in place. 1 EA $ �� $ 19. Cut and cap/seal existing waterline, including all appurtenances, as shown on these plans, y1 complete and in place. 13 EA $� $ �g/ 20. Remove existing valve box and cover, including excavation, backfill, and surface , re air p *10$ �' %DO complete and in place. 10 EA $ , 21. Furnish and install 2-inch temporary blowoff for pressure testing, including all appurtenances, as * 1 �'�' / 4-0 shown on these plans complete and in place. 10 EA $1, $ 22. Chlorination and testing of all new water mains �Gl �'?0 %d3 / �D and appurtenances, complete and in place. 1 I-S $ $ 23. Traffic control throughout work area, including preparation of traffic control plans. 1 I-S $�_ $ 24. Furnish and install pavement slurry seal in accordance with the specifications, and limits shown on the plans, including all appurtenant material, equipment and labor, complete and in place. 45,400 SF $ $ 25. Install sheeting, shoring, and/or bracing as required for all trenching and excavation operations, and confined spaces in accordance these by law. 1 I-S q%aL �i7U2, $ with plans and as required $ 26. Pothole existing utilities as directed by and in the presence of the City inspector, including 417?0 pavement repair and traffic control. 5 EA $ $ 27. Demobilization and Cleanup. 1 LS RISPECSWUNTINGTONBEACWLORWA & ALABAMA S7REST SPECS C-9s r PROJECT BID SCHEDULE B WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 28. Remove and salvage to the City existing valve. Dispose of interfering pipeline and seal existing pipe ends, including surface repair, as shown on �Ig 2 these plans, complete and in place. 4 EA $ $ i 29. Furnish and install 6-inch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, removal and disposal of existing pipe, and appurtenances as shown on these plans, �� 16160- complete and in place. 4 EA $ -'r $ 30. Furnish and install 12-inch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, removal and disposal of existing pipe, and appurtenances as shown on these plans, complete and in place. 3 EA $ $ 31. Furnish and install flinch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, removal and disposal of existing pipe, and appurtenances as shown on these plans, complete and in place. 1 EA $ $ 32. Furnish and install 8-inch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, removal and disposal of existing pipe, and appurtenances as shown on these plans, 59� q$ �S complete and in place. 1 EA Sub -Total Amount for All Bid Items — SCHEDULE B $ 4-7 !L ALTERNATIVE B-1 Item No. Description Size- Quantity Unit Unit Cost Total Cost B-1 Construct new fire hydrant assembly utilizing 3 EA $ 0 $ 7.47 S O salvaged hydrant, including furnishing and installing new bury, valve and appurtenances, zero sack backfill and surface repair, as shown on these plans, complete and in place. RWPECSWUNTWGT0NBEAC1ffL0WA&AUiMMASMETSPECS C-1Os PROJECT BID SCHEDULE TOTALS CC-1188 WATERMAIN REPLACEMENT PROJECT SCHEDULES A, B AND ADDENDUM NO. 1 Sub -Total Bid Schedule A Sub -Total Bid Schedule B Sub -Total Bid Addendum No. 1 TOTAL BID AMOUNT (Schedules A, B and Addendum No. 1) TOTAL BID AMOUNT IN WORDS: 917, 7e1y 571, �� L 4:01,3� /5d /,SAD, 55 2 40�7e Notes: All extensions of unit prices will be subject to verification by Owner. In case of a verification between the unit price and the extension, the unit price will govern. The Owner reserves the right to reject any or all proposals and bid items. Page 2 of 19 RLSPGCSWUNTLVGTONBE:ICHVZOBIll:f tALABAMASTRUTSPECS C-11s"Revised" PROJECT BID SCHEDULE TOTALS CC-1188 WATERMAIN REPLACEMENT PROJECT SCHEDULES A AND B The SUBTOTALS and TOTAL below DO NOT INCLUDE BID ALTERNATIVES: Sub -Total Bid Schedule A Sub -Total Bid Schedule B TOTAL BID AMOUNT (Schedules A and B) TOTAL BID AMOUNT IN WORDS: Notes: All extensions of unit prices will be subject to verification by Owner. In case of a verification between the unit price and the extension, the unit price will govern. The Owner reserves the right to reject any or all proposals and bid items. RLSP6CSIHUNTINGTONBE4CHIFLORID.4 K ALABAMA STREET SPECS C-1 Is 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 13141 Ow in the amount of $ which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond", as the case may be). Bidder shall signify receipt of all Addenda here, if any: Addenda No. Date Deceived B' er's Signature A 2 /—V3 RWECSWUMWGTONBEACMnOkWA & ALAMMA STREET SPECS C-2 LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid and the portion of the work to be done by such subcontractor. Portion of Work Name and Address of Subcontractor State License Number Class •42y� %Zo/�l Slvr S�� 37 279P� 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. RWECMUNMVGTONBEACH a0MDA do ALABAMA STREET SPECS C-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of Orange I •4-41ye w GJ GEy eo , being first duly sworn, deposes and says that he or she is of Gc+wtT ,t•�,C, 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. 1-41VG12Ew 6 �110 z!O Name of Bidder Signature of Bidder Address of Bidder Subscribed and sworn to before me this _� day of , 2003. MOHAMIIAAD ASIM Commission # 1313775 Z Notary Public— California Ventura County NOTARY PUBLIC Comm. Far'ire , 1t4,2oo6 NOTARY SEAL RW,6CSiNUNr,WGTON BEACffin0J IDA & AL UMM4 STREET SPECS C4 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE AND WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE, (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. Ge�w/Lo Title Date: % D 3 RWECMUNTTNGT0NBr;ACHn0JUOA & AL.IBAAM STREET SPECS C-5 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? ❑ Yes 04o 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. RWECSVWWWGTON EEACW10RMA & AL INMA STREET SPECS C-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code, each contractor to whom a public works contract has been awarded shall sign the following certificate. I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. ,4Pv0ze' G.v G45=--,y12o Go-�sTIZrJ�r�a�•i T.�,t� Contractor By Title Date: 0 3 RLVECSWUNTWGTONBEACIMORIDA @ ALABAMA STREET SPECS C-7 UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-4224133 a minimum of two working days before scheduled excavation. Dig Alert Identification Number: w � _ Title Date: 7 7 , 3 Note: This form is required for every Dig Alert Identification Number issued by U.S.A. during the course of the Work. Additional forms may be obtained from the AGENCY upon request. R%SPECSWUMWGTONBEACWLORIDA aE ALABd.1" STMET SPECS C-8 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: 4C4CAOZO Bidder Name /.&.W wX-e-T GGNZTLI Af-AV S9-1114r AWZ Business Address Dxvy C.1. *3a3o City, State Zip Telephone Number State Contractor's License No. and Class Original Date Issued ,2)/3/ Expiration The work site was inspected by Awof our office on VZ 7 2003. The following are persons, firms, and corporations having a principal interest in this proposal: IZ4W67� 9e-M9-Yz4 RIYPECS1ffUNTWGT0NBEACffln0 lDA & "AMA STREET SPECS C-9 The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. Company Name Signature of Bidder iQ AI0415� Printed or Typed Signature Subscribed and sworn to before me this day of MORANI ADASIM Commission # 1313776 z Notary Public — California Ventura County NOTARY PUBLIC t��-+�- 10 Comm. E 'ZAu 14,200. NOTARY SEAL Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past two years: 1. G/T 'i O F 40JtN42,0 3 aS GcJAw.sT 1-11-1,047 ✓Ti2. Name and Address of Public Agency Name and Telephone No. of Project Manager: Z-2� ,Oew'Gi.�/ / Z 3 /i a d U S.- Q/4A*PZw,� ZdG '..5 Contract Amount Type of Work Date Completed 2. DAN- 1Z '00 .9i. ye A -Pa r V40-V7z-11z-f G Eavw Name and Address of Public Agency Name and Telephone No. of Project Manager: ' //" :Fe . ce-05) 3LA- 4-z-a S °o le ZS ©av �.•i,o ����,e 2rivv Contract Amount Type of Work' Date Completed 3. e- VA4 G�.r Name and Address of Public Agency 11me and Telephone No. of Project Manager: _ L✓�/.�S�y L 1� 2 S -6/, & 4-S 41P Lc -,?0f= - 2 d0%z' L Contract Amount Type of Work Date Completed R4SP&WUNTINGT0NBEAC.Ma0J IDA & ALABAW STREET SPECS C-10 JON30Rp CITY OF HUNTINGTON BEACH 2000 Main Street P.O. Box 190 California 92648 Robert F. Beardsley, P.E. Department of Public Works Director (714) 536-5431 ADDENDUM NO. 1 TO THE CONTRACT DOCUMENTS FOR THE FLORIDA AND ALABAMA STREETS WATER MAIN REPLACEMENT; CC-1188 TO: ALL PLAN HOLDERS DATE: JUNE 27, 2003 FROM: THE CITY OF HUNTINGTON BEACH The following modifications, additions and/or deletions are made a part of the CONTRACT DOCUMENTS for construction of the FLORIDA AND ALABAMA STREETS WATER MAIN REPLACEMENT CC-1188, issued fully and completely as if same were set forth therein: This addendum consists of nineteen (19) total pages, of which this sheet is the first. The Revised Bid Schedule (C-11 s "Revised") is page 2; a Matrix Summary is page 3, relevant City Standards are pages 4- 7, and captioned photographs are included as pages 8-19. The scope of the addendum is generally comprised of the following: 1. Relocate (3) existing meters and their service connections as required and indicated by the attached matrix and pertinent photographs. 2. Remove and replace sections of sidewalk as indicated by the attached matrix, pertinent photographs, and pertinent City Standards. 3. Remove trees and plant (2) new 24-Inch box trees per removal as indicated by the attached matrix, pertinent photographs, and pertinent City Standards. Each Bidder shall acknowledge receipt and acceptance of this Addendum No. 1 by signing in the space provided below. Bidders shall submit the signed acknowledgment with their bid. The bidder's total bid amount shall be submitted on Sheet "C-11s Revised" (which is included in this Addendum), and NOT Sheet "C-11s," which was included in the original contract documents. Sincerely, THE CITY OF HUNTI GTON BEACH By: De orah DeBo , . City of Huntington Beach, Project Engineer Receipt acknowledged and conditions agreed to this —7 day of July, 2003. BIDDER:YJ/8�L C Signature: Title: Page 1 of 19 DADocuments and Settings\debowd\Local Settings\Temporary Internet Files\OLK8E\Addenda Form.DOC Matrix for Addendum #1 for Florida and Alabama Streets Water Main Replacement CC-1188 City of Huntington Beach *** BIDDER SHALL COMPETE THIS FORM AND SUBMIT WITH BID *** Note: Unless noted otherwise, trees in close proximity to relocated meters and/or services throughout the project shall be protected in place. Hand -digging and other measures to protect the trees and their roots may be required. Photo- rose Plan Shoot Sum Cost 1 A7 1521 Alabama Sheet 6, Alabama Dwgs Pine (mature) 1,2,3 Action 1: Z 9FOCP Action 2: 5 A• v Action 3: l O o 2 Al A2 1513 Alabama Sheet 6, Alabama Dwgs 8 Action 8: t 3 A3 1503 Alabama Between 1501 & 1507 Sheet 5, Alabama Dwas 6 Action 6: 1366 4 A4 1501 Alabama Sheet 5, Alabama Dwqs 7 Action 7: o 5 A5 1201 Alabama Sheet p' wgs Alabamallortheast 9 Action 9: ( 00 6 A6 comer of Alabama & Oswego Sheet 5, Alabama Palm mature l'2 Action 1: Z 00 Action 2: O 4VV0 7 B1 Between 702&706 Jay Circle Sheet 10, Florida Dwgs Ficus (mature) 1,2,3 Action 1: Action 2: 0 • Action 3: l O 0 o 8 B2 710 Jay Circle Sheet 10, Florida Dwgs Ficus (mature) 1,25 Action 1: 00 Action 2: 45 droa Action 5: 1t5 Oo 9 B3 Between 701 &705 Jay Circle Sheet 10, Florida Dwgs Ficus (mature) 1,2,4 Action 1: Z 9 Oo Action 2: 6 01 o Action 4: 1200 10 B4 2220 Florida Street Sheet 5, Florida Dwgs Ficus (mature) 1,2,3 1Action Action 1: o a 2: IV Action 3: (**a 11 B5 602 Jana Circle Sheet 10, Florida Dwgs Palm (juvenile)Action 1,2 Action 1: X.i O 2: Co ve►u wpr Addendum Total ($) G 3 -4 / S t� Actions 1. Remove existing tree and grind stump 244nches below grade. Fill hole with Class A top soil 2. Plant (2) 24-inch box trees at (a) locatim(s) in a parkway to be determined by the City. The City will select from the six different types of trees listed on page # 4 of this addenedum. The trees shall be planted per Huntington Beach City Standards No.714 & 715, sheet 3 (pages # 6 & 7 of the addendum) 3. Remove and replace 20-lineal feet of sidewalk per Huntington Beach City Standard No. 207 (page # 5 of the addendum) 4. Remove and replace 254ineal feet of sidewalk per Huntington Beach City Standard No. 207 (page # 5 of the addendum) 5. Remove and replace 304ineal feet of sidewalk per Huntington Beach City Standard No. 207 (page # 5 of the addendum) 6. Relocate new water service and existing meter per Construction Note 23, Shed 5 of Alabama 3t. Plans to a new location appropmately 15-ft more soutt Adjust service connection station (STA. XX + )O(,XX ) to 12-inch PVC water main and modify customer meter connection piping as necessary 7. Relocate new water service and existing meter per Construction Note 22. Sheet 5 of Alabama St.Pians to a new location approximately 15-ft more southerly between the existing telephone pole and the existing telephone termination enclosure. Adjust service connection station (STA. XX + )XXX) to 12-inch PVC water main and modify customer meter connection piping as necessary 8. Remove and replace sidewalk on either side of crack to nearest joint (20 lineal feet total) per Huntington Beach City Standard No. 207 (page # 5 of the addendum) 9. Relocate new water service and existing meter per Construction Note 22. Sheet 3 of Alabama St. Plans to a new location approximately 5-ft more northe to the Parkway area. Adjust service connection station (STA. XX + XX.XX) to 12-inch PVC water main and modify customer meter connection piping as necessary. Remove and replace affected portions of existing driveway to nearest construction joint. **Photos can be found sheets 8 through 19 of this addendum, and each photo is indentified with its respective photo No. in the lower right-hand comer of the photo. Page 3 of 19 CITY OF HUIVTINGTON BEACH 2000 MAIN STREET OFFICE OF THE CITY CLERK CONNIE BROCKWAY CITY CLERK August 15, 2003 Simich Const. Co Inc. 324 Carbonia Ave Walnut, CA 91789 CALIFORNIA 92648 Enclosed please find your original bid bond issued by First National Insurance Company for Construction of the Water Pipeline Replacement Projects, C-1188 Connie Brockway, CIVIC City Clerk Enclosure g:/followup/cashcont/retumbidbond.doc ( Telephone: 714-536.5227 ) THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A370 Bid Bond KNOW ALL MEN BY THESE PRESENTS, that we SIMICH CONSTRUCTION COMPANY, INC. 324 Carbonia Ave. Mere ,nsert full name and address or legal title of Contractor) Walnut, CA 91789 as Principal, hereinafter called the Principal, and FIRST NATIONAL INSURANCE COMPANY OF AMERICA SAFECO Plaza !Here insert full name and address or legal lade of Surety) Seattle, WA 98185 a corporation duly organized under the laws of the State of WA as Surety, hereinafter called the Surety, are held and firmly bound unto iHere exert full name and address or legal toile of Owner) CITY OF HUNTINGTON BEACH, 2000 Main St., Huntington Beach, CA 92648 as Obligee, hereinafter called the Obligee, in the sum of Ten percent of amount bid. Dollars (S 10% of Amount Bid, for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for (Mere ,nsert 1u31 name, address and descnot,on of project) Watermain Replacement Project, Florida Street Altamar Drive to Clay Avenue Watermain Replacement Project, Alabama Street Knoxville Avenue to Adams Avenue Construction Contract No. 1188 NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Princ,pal shalt enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 7th day of July (WitneuJ (Tide) FIR NA NAL INSURANCE O ANY OF AMERICA (Seal) Lis L. Tho n wit 1 Cla ce Lee itlel Attomey-in-Fact AIA DOCUMENT Al10 • BID BOND • AIA ®• FEBRUARY 1970 ED • THE AMERICAN INSTITUTE OF ARCHITECTS, 173S N.Y. AVE., N.W_, WASHINGTON, D. C. 2W% 7 s. Cons. CO. If= 324 Carb nia .fix Wafi" CA. 91789 0 CITY OF HUNTINGTON BEACH 2000 MAIN STREET, 2ND FLOOR HUNTINGTON BEACH, CA 92648 f BID PROPOSAL FOR THE: C.oN1,CAe i Ilk? WATERMAIN REPLACEMENT PROJECT, FLORIDA ST. ALTAMAR DRIVE TO CLAY AVENUE f WATERMAIN REPLACEMENT PROJECT, ALABAMA ST. KNOXVILLE AVENUE TO ADAMS.AVENUE BID DATE: JULY 8, 2003 2:00 P.M. J0- SECTION C PROPOSAL for the WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE CONSTRUCTION CONTRACT No.1188 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 120 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. =PEC HUNiiN T0NBHACM0NDA A Al AM SnW yp = C-1 PROJECT BID SCHEDULE A WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 1. Mobilization 1 LS $ p $ 2. Furnish and install 12-inch PVC pipeline in Florida St. with nitrite (NBR) gaskets, and connection to the existing watermain north of Altamar Ave., north and south of Yorktown Ave., and north of Clay Ave., including all valves, fittings, and appurtenances, pavement sawcutting and removal, excavation, backfill, zero sack slung backfill, surface repair, and thrust restraint, as $ �O $ a, shown on these plans, complete and in place. 3,200 LF 3. Construct 8-inch PVC pipeline in Utica Ave. with nitrite (NBR gaskets), and connection to existing watermains, including all valves, fittings, temporary biowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slung backfill, surface repair, and thrust restraint, as shown on these plans, complete and $ $� operative in place. 190 LF 4. Construct 84nch PVC pipeline in Jay Circle, with nitrite (NBR gaskets), including all valves, fittings, blowoffs, and appurtenances, pavement sawcutting and removal, excavation, backfill, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and in operative place. 230 LF 5. Construct 8-inch PVC pipeline in Williams Ave., with nitrite (NBR) gaskets and connection to existing watermain, including all 'valves, fittings, temporary btowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 110 LF _ l SO AWWSWUN7WGT0NMUCMn0RMA&ALAMMASTREETSPECS C-Is PROJECT BID SCHEDULE A WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 6. Construct 8-inch PVC pipeline in Jana Circle, with nitrile (NBR) gaskets, including all valving, fittings, blowoffs, and appurtenances, pavement sawcutting and removal, excavation, backfill, zero sack slung backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 220 LF $ $ 3(a,DO 7. Construct 8-inch pipeline in Owen Ave. and connection to existing watermain, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slung backfill, surface repair and thrust restraint, as shown on these plans, complete and operative in place. 50 LF $ l 0 $„T 8. Construct 8-inch PVC pipeline in Terrace Circe, with nitrile (NBR) gaskets, and connection to existing watermain, including all valves, fittings, temporary blowoffs, and - appurtenances, pavement sawcutting and removal, excavation, cement slung backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 60 LF $ 1� $ 1 Q G 9. Construct 8-inch PVC pipeline in Clay Ave., with nitrile (NBR) gaskets, and connection to existing watermains, including all valves, fittings, temporary blowoffs and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 100 LF $n6 10. Remove and salvage (to the City) existing fire hydrant, including removal and disposal of bury, valve box and valve cover, backfill, and surface repair, as shown on these plans, complete and in place. 9 EA $ D CEO $ 0 AWCSf!!lN N=,V BEAcM&0RMA & AUE,uu sTAUT SPECS C-2s PROJECT BID SCHEDULE A WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE I :Ti7 ilf Z �1 Item Size- Unit No. Description Quantity Unit Cost Total Cost 11. Construct new fire hydrant assembly, including furnishing and installing new bury, valve and appurtenances, zero sack slurry backfill and surface repair as shown on these plans, complete and in place. 12 EA $1Z $ ry-) 12. Fumish and install 4-inch pump -out assembly, including all valving, fittings, zero sack slung backfill and appurtenances, as shown of these` $—�7"`�"�' plans, complete and in place. 2 EA 13. Fumish and install 2-inch air and vacuum assembly, including all valving, fittings, and appurtenances, as shown on these plans, complete and in place. 5 EA 14. Fumish and Install new 1-inch polyethelyne water service, including piping, fittings, valving, '/-inch metering assembly and meter box, abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, reconnection to customer side, and appurtenances, complete and operative in place. 9 EA $ $ L?(Yj (Z 15. Fumish and Install new 1-inch polyethelyne water service, including piping, fittings, valving, 1-inch metering assembly and meter box and abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, reconnection to customer side, and appurtenances, complete and operative In place. 40 EA $� $��GU D 16. Fumish and Install new 2-inch copper water service, including piping, fittings, valving, 1 YvInch metering assembly and meter box, abandonment of existing line, trench excavation, pipe bedding, cement zero sack backfill, compaction, reconnection to customer side, and appurtenances, complete and operative in place. 3 EA $ $ R► MCMUN771 OWNBfiAOMOAMA & AURAM STAW SPECS C-3s PROJECT BID SCHEDULE A WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 17. Furnish and Install new 2-inch copper water service, including piping, fittings, valving, 2-inch metering assembly and box, abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, reconnection to customer side, and complete and operative in 2 EA $M $ LA LtCjl-Z appurtenances, place. 18. Cut and cap/seal existing waterline, including all appurtenances, as shown on these plans, complete and in place. 12 EA $_,(� $ tow 19. Remove existing valve box and cover, including excavation, backfill, and surface repair, complete and in place. 8 EA $ L$ 20. Furnish and install 2-inch temporary blowoff for pressure testing, including all appurtenances, as shown on these plans complete and in place. 11 EA $Q $ i2 21. Construct inverted siphon assembly; including all fittings and appurtenances, excavation, backfill, and surface repair, as shown on these plans, complete and in place. 80 LF $ 22. Chlorination and testing of all new water mains and appurtenances, complete and in place. 1 LS $Z4 $ rpnQ 6_ 23. Traffic control throughout work area, including traffic (OXO 6oioQ, preparation of control plans. 1 LS $ $ 24. Furnish and install pavement slurry seal in accordance with the specifications, and limits shown on the plans, including all appurtenant material, equipment and labor, complete and in place. 91,500 SF 25. Install sheeting, shoring, and/or bracing as required for all trenching and excavation operations, and confined spaces in accordance with these and as required by law. 1 LS $_,Zj2o $ CMG plans 26. Pothole existing utilities as directed by and in the presence of the City inspector, including pavement repair and traffic control. 10 EA $�ZOQQ ASPEMUNflNG MB"CRUWMA & AL BAW STAW SPECS C-4s PROJECT BID SCHEDULE A WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 27. Demobilization and Cleanup 1 LS $ <� $ SC�G 28. Fumish and install 6-inch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, remove and disposal of existing pipe and appurtenances as shown on these plans, complete and in place. 7 EA $ $ 29. Fumish and install 8-inch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, remove and disposal of existing pipe and appurtenances as shown on these plans, complete and in place. 2 EA $ L $ 30. Fumish and install new 1-inch polyethylene water service, including pipe fittings, valves and connection to existing Y4 inch metering assembly, abandonment of existing line. trAnrh------'°on, pipe bedding, fill, compaction and nd operative in place 7 EA A 31. Fumish and instal, :er service, includli-0 S �s, connection to exis I, ly abandonment of a _n, pipe bedding, -wtu sack slurry backflll, compaction and appurtenances, complete and operative in place. 36 EA $ $ 32. Remove, and salvage to the City, existing valve. Dispose of interfering pipeline, and seal existing pipe ends, Including surface repair, as shown on these plans, complete and in. place. 21 EA $ $ Sub -Total Amount for All Bid Items - SCHEDULE A $T7aSD ALTERNATIVE A-1 Item No. Description Size- Quantity Unit Unit Cost Total Cost A 1 Construct new fire hydrant assembly utilizing 9 EA $GONG O $C6Q salvaged hydrant, including furnishing and installing new bury, valve and appurtenances, backfill and surface repair as shown on these plans, complete and in place. MPEMUNTINOTONBEACMORMA & ALA&A" SnMT SMS C-Ss PROJECT BID SCHEDULE B WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 1. Mobilization 1 LS $ 4(Xb $ SUCGG 2. Fumish and install 12-Inch PVC pipeline in Alabama St. with nitrile (NBR) gaskets, and connection to the existing watermain south of Knoxville Ave., and south of Adams Ave., including all valves, fittings, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as $%�� $��°zn,�— shown on these plans, complete and in place. 2,000 LF 3. Construct tie-in connection to existing 12-inch PVC watermain at Knoxville Ave. (Sta. 10+82.24), including all valves, fittings, temporary blow -offs, appurtenances, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete in 1 LS $ � $ (Q 0 and operative place. 4. Construct 8-inch PVC pipeline in alley north of Knoxville Ave. (Sta. 12+57.24), with nitrile (NBR) gaskets, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slung backfill, surface repair, and thrust restraint, as shown on these plans, In 30 LF $_�� $ <� complete and operative place. 5., Construct 8-inch PVC pipeline in alley south of Memphis Ave. (Sta. 15+86.24), with nitrile (NBR) gaskets and connection to existing watermain, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 30 LF $ I $ I G O WPECWUNTTNO2'0,VWACMn0AWA & ALALaU SMAT SPIsCS C-6s PROJECT BID SCHEDULE B WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 6. Construct 8-inch PVC pipeline in Memphis Ave., with nitrile (NBR) gaskets and connection to existing watermain, including all valving, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 70 LF $ 17U $ f�C� 7. Construct tie-in connection to existing 12-inch PVC watermain at Memphis Ave.. (Sta. 17+66.35), including all valves, fittings, temporary blow -offs, appurtenances, zero sack slung backfill, surface repair, and thrust restraint, as shown on these plans, complete in LS $ and operative place. 1 8. Construct 8-inch PVC pipeline in Nashville Ave. (Sta. 20+67.89) with nibile (NBR gaskets) and connection to existing watermain, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slung backfill, surface repair and thrust restraint, as shown on these plans, complete and operative in place. 35 LF 9. Construct 8-inch PVC pipeline in Oswego Ave., with nitrile (NBR) gaskets, and connection to existing watermain, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, cement slung backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in 60 LF $.ems $ CROD place. 10. Construct 8-inch PVC pipeline in Portland Ave., with nitrile (NBR) gaskets, and connection to existing watermains, including all valves, fittings, temporary blowoffs and appurtenances, pavement sawcutting and removal, excavation, zero sackslury backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 70 LF $ (os $ i fflMWCMUMWGTON ffACMn0AWA & ALlBAMA STAEET SPECS C-7s PROJECT BID SCHEDULE B WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 11. Remove and salvage (to the City) existing fire hydrant, including removal and disposal of bury, valve box and valve cover, backfill, and surface repair, as shown on these plans, complete and in place. 3 EA $�1--) 12. Construct new fire hydrant assembly, including furnishing and installing new bury, valve and appurtenances, zero sack slurry backfill and surface repair as shown on these plans, complete and in place. 5 EA $ $ •13. Furnish and install 4-inch pump -out assembly, including all valuing, fittings, zero sack slung backfill and appurtenances, as shown on these plans, complete and in place. 2 EA $ L�. C $ 14. Furnish and install 2-inch air and vacuum assembly, including all valving, fittings, and appurtenances, as shown on these plans, EA $ O complete and in place. 4 15. Furnish and Install new 1-inch polyethelyne water service, including piping, fittings, valving, connection to existing %4-inch metering assembly, abandonment of existing line, trench excavation, pipe bedding, zero sack slung backfill, compaction, and appurtenances, complete and operative in place. 30 EA $ GGD $ 16. Furnish and Install new 1-inch polyethelyne water service, including piping, fittings, valving, connection to existing 1-inch metering assembly, and abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, and appurtenances, complete and operative in place. 21 EA $ $ 17. Furnish and Install new 2-inch copper water service, including piping, fittings, valving, connection to existing 2-inch metering assembly, and abandonment of existing line, trench excavation, pipe bedding, zero sack slung backfill, compaction, and appurtenances, complete and operative in place. 2 EA $L2 $ RWPACSWWC4 GWN8UCfI WAWA & ALe "SMW SPECS C-8s PROJECT BID SCHEDULE B WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 18. Fumish and Install new 2-inch copper water service, including piping, fittings, valving, connection to existing 1 Y2-inch metering assembly, abandonment of existing line, trench excavation, pipe bedding, zero sack slung backfill, compaction, and appurtenances, in 1 EA $_2L(�.Q $ 5G0 complete and operative place. 19. Cut and cap/seal existing waterline, including all appurtenances, as shown on these plans, complete and in place. 13 EA $ $T O 20. Remove existing valve box and cover, including excavation, backfill, and surface repair, complete and in place. 10 EA $jD( $ GbQ 21. Fumish and install 2-inch temporary blowoff for pressure testing, including all appurtenances, as shown on these plans complete and in place. 10 EA $ LpDQ $(nr-cjc-) 22. Chlorination and testing of all new water mains and appurtenances, complete and in place. 1 LS $ kDO D $ i.QC Q 23. Traffic control throughout work area, including preparation of traffic control plans. 1 LS $ o U $(.0-.00Q 24. Fumish and install pavement slurry seal in accordance with the specifications, and limits shown on the plans, including all appurtenant material, equipment and labor, complete and in 45,400 SF $ �� $� place. 25. Install sheeting, shoring, and/or bracing as required for all trenching and excavation operations, and confined spaces in accordance with these plans and as required by law. 1 LS $0 26. Pothole existing utilities as directed by and in the presence of the City inspector, including traffic 5 EA $ $ 0 pavement repair and control. 27. Demobilization and Cleanup. 1 LS (-Y) p $ r n Rts CSWUN=GT0Nas,,c,Umc0WA&AcAa"MMEETSPscs C-93 PROJECT BID SCHEDULE B WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 28. Remove and salvage to the City existing valve. Dispose of interfering pipeline and seal existing pipe ends, including surface repair, as shown on these plans, complete and in place. 4 EA $� 29. Furnish and install 6-inch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, removal and disposal of existing pipe, and appurtenances as shown on these plans, complete and in place. 4 EA $2,qQL) $� 30. Furnish and install 12-inch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, removal and disposal of existing pipe, and appurtenances as shown on these plans, complete and in place. 3 EA $ sco $ 31. Furnish and install 4-inch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, removal and disposal of existing pipe, and appurtenances as shown on these plans, and in 1 EA $ 240 C� complete place. 32. Furnish and install 8-inch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, removal and disposal of existing pipe, and appurtenances as shown on these plans, complete and in place. 1 EA $ LQ )0 sALOO Td�'t- (P Sq Cl Sub -Total Amount for All Bid Items — SCHEDULE B ALTERNATIVE B-1 Item No. Description Size- Quantity Unit Unit Cost Total Cost B-1 Construct new fire hydrant assembly utilizing 3 EA $sue $ salvaged hydrant, including furnishing and ' installing new bury, valve and appurtenances, zero sack backfill and surface repair, as shown on these plans, complete and in place. 1?iSMSWUAWGr0NBE4CHa0ND.4&ALABAWSrxcsrsPecs C-1Os PROJECT BID SCHEDULE TOTALS CC-1188 WATERMAIN REPLACEMENT PROJECT SCHEDULES A, B AND ADDENDUM NO. 1 Sub -Total Bid Schedule A Sub -Total Bid Schedule B Sub -Total Bid Addendum No. 1 TOTAL BID AMOUNT (Schedules A, B and Addendum No. 1) TOTAL BID AMOUNT IN WORDS: Notes: All extensions of unit prices will be subject to verification by Owner. In case of a verification between the unit price and the extension, the unit price will govern. The Owner reserves the right to reject any or all proposals and bid items. 0099, SSO Page 2 of 19 c ftwws wumvaravBz,cmnofim.4 & ALA wwsTmETsms C-11s G°Revised" If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY'S option, be considered null and void. Accompanying this proposal of bid, find BIDDER'S BWRie amount of $ 10 0 of thVvh�tal bid said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond", as the case may be). Bidder shall signify receipt of all Addenda here, if any: Addenda No. Date Received i dez Si natu e 01 7/1/03 AW-rCSWUNrINGTONBEACMnOMDA & ALABAMA STREET SPECS C-Z LIST OF SUBCONTRACTORS in accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid and the portion of the work to be done by such subcontractor. Portion of Work Name and Address of Subcontractor State License Number Class =ems t t� 4o 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. RISPECSWUNMVGT0NBE4CHn0NDA &ALAB.4MASTREETSPECS C-3 M NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of Ot4 Los Angeles Stephen L. Simich , being first duly sworn, deposes and says that he 6F-jh't is President of Simich Constr. Co. , Inc. the party making the foregoing bid that the bid is not made in the interest of, or on the behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Simich Construction Co.. Inc. 324 Carbonia Avenue Walnut, CA 91789 Address of Bidder Subscribed and sworn to before me this 8th day of July 22003. NOTARY PUBLIC "" ' NTARY SEAL comm. M 14114, Way PUIUC • WORN LES COUNT LOS ANGEY MY COMM, EXPIRES MAY 14, 2007 C RWYPECSIHUNTINGTONBEAMFLONIDA & ALABAM4 STREET SPECS C4 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE AND WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE, (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. Simich Construction Co., Inc. President Title Date: 7/8/2003 RWECAHUNMGT0NBE4Cffln0RMA & AU"MA STREET SPECS C-5 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? ❑ Yes WNo 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. RUPECSWUNTINOT0NBEACMa0MDA & AL UWU STREETSPECS C-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code, each contractor to whom a public works contract has been awarded shall sign the following certificate. I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. Simich Construction Co., Inc. ('nntrartnr President Title Date: 7/8/2003 RISPECSWUNTINOTONMCHMORIDA & A"BAAM STREET SPECS C-7 t UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-4224133 a minimum of two working days before scheduled excavation. Dig Alert Identification Number: Contractor Title Date: Note: This form is required for every Dig Alert Identification Number issued by U.S.A. during the course of the Work. Additional forms may be obtained from the AGENCY upon request. RLVECS 1UNTTNGTONBE4Cffin0RIDA&ALa4WSTREffVECS C-8 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Simich Construction Co., Inc. Bidder Name 324 Carbonia Avenue Business Address Walnut, CA 91789 City, State Zip (909 ) 595-1172 Telephone Number 504277 A State Contractor's License No. and Class 1/31/86 Original Date Issued 1/31/2005 Expiration Date The work site was inspected by Stephen Simichof our office on 7/3/ . 2003. The following are persons, firms, and corporations having a principal interest in this proposal: Stephen L. Simich - President Leo Simich - V.P. Sharon Simich - Secretary Treasurer RWPECSWUNTINGTONBEA(ffl ZORIDA&ALIBAMASTREETSPECS C-9 The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. Simich Constructi Co. Inc. ,omtiany Na Signdtur6,bf Bidder Stephen L. Simich Printed or Typed Signature NU MUYNM Subscribed and sworn to before me this 8tqay of July 200 COMM. 01t1101 ' NOTARY K" - CAMRNIA o -+ I&VY LOS ANGELES COUNTY COMM. EXPIRES MAY 14, 2007 NOTARY PUBLIC NOTARY SEAL Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past two years: 1. 04 3. see attached Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed AWECSWUNTWGT0NBE4CHA0A1DA & ALABAMA STREET SPECS C-10 SIMICH CONSTRUCTION CO., INC. 324 CARBONIA AVENUE*WALNUT, CA 91789*(909)595-1172*FAX(909)595-4620 The following is a list of our most recent projects: Long Beach Water Department Mr. Stan Poling 2950 Redondo Avenue (949) 632-8346 Long Beach, CA 90806-2416 2000-01 The Wardlow Road Transmission Main Conversion WD-17-00 $2,055,168.00 San Gabriel County Water District Mr. Steven E. Terra 8366 Grand Avenue (626) 287-0341 Rosemead, CA 91770 2001— "2001" Pipeline Replacement Project $ 588,480.74 2003 — "2003" Pipeline Replacement Project 803,751.00 City of Azusa Mr. Nguyen Bui 729 N. Azusa Avenue (626) 812-5173 Azusa, CA 91702 2002 — Water Main Replacement # W-170 $1,828,195.00 2000 — Water Main Replacement # 99-01 1,638,397.00 2000 —10" & 8" Pressure Reducing Stations 107,800.00 1996 — Water Main Replacement 662,000.00 West Basin Municipal Water District Mr. Paul Cook 17140 So. Avalon Blvd., Ste. 201 (310) 217-2411 Carson, CA 90746 1999 — 42" Recycled Water Transmission Main -North Segment $9,800,000.00 (joint venture with Bubalo Construction) 1994 — Distribution Pipeline-Sch. II, Contract R-6 $4,556,289.00 1993 — Secondary Effluent Force Main, Contract R-1 $1,831,398.00 City of Santa Ana Mr. David Ip 220 S. Daisy Avenue # A (714) 565-4027 Santa Ana, CA 92703 1999 — Storm Drain Improvement — Penn Way $ 504,878.00 Brutoco Engineering & Construction, Inc. Mr. Mike Murphy 14801 Slover Avenue (909) 350-3535 Fontana, CA 92334 1998 — Newport Arches Project $1,167, 520.00 Z CITY OF HUNTINGTON BEACH 2 0 0 0 Main Street P. O. B o x 1 9 0 C a l i f o r n i a 9 2 6 4 8 Robert F. Beardsley, P.E. Department of Public Works Director (714) 536-5431 ADDENDUM NO. 1 TO THE CONTRACT DOCUMENTS FOR THE FLORIDA AND ALABAMA STREETS WATER MAIN REPLACEMENT; CC-1188 TO: ALL PLAN HOLDERS DATE: JUNE 27, 2003 FROM: THE CITY OF HUNTINGTON BEACH The following modifications, additions and/or deletions are made a part of the CONTRACT DOCUMENTS for construction of the FLORIDA AND ALABAMA STREETS WATER MAIN REPLACEMENT CC-1188, issued fully and completely as if same were set forth therein: This addendum consists of nineteen (19) total pages, of which this sheet is the first. The Revised Bid Schedule (C-11s "Revised") is page 2; a Matrix Summary is page 3, relevant City Standards are pages 4- 7, and captioned photographs are included as pages 8-19. The scope of the addendum is generally comprised of the following: 1. Relocate (3) existing meters and their service connections as required and indicated by the attached matrix and pertinent photographs. 2. Remove and replace sections of sidewalk as indicated by the attached matrix, pertinent photographs, and pertinent City Standards. 3. Remove trees and plant (2) new 24-Inch box trees per removal as indicated by the attached matrix, pertinent photographs, and pertinent City Standards. Each Bidder shall acknowledge receipt and acceptance of this Addendum No. 1 by signing in the space provided below. Bidders shall submit the signed acknowledgment with their bid. The bidder's total bid amount shall be submitted on Sheet "C-11s Revised" (which is included in this Addendum), and NOT Sheet "C-11 s," which was included in the original contract documents. Sincerely, THE CITY OF HUNTINGTON BEACH By: isvr c7!Y De orah DeBow, P. City of Huntington Beach, Project Engineer Receipt acknowledged and conditions agreed to this 1st day of July, 2003. Signature: Title: President Page 1 of 19 DADocuments and Settings\debowd\Local Settings\Temporary Internet Files\0ME\Addenda Form.DOC is Matrix for Addendum #1 for Florida and Alabama Streets Water Main Replacement CC-1188 City of Huntington Beach ** BIDDER SHALL COMPLETE THIS FORM AND SUBMIT WITH BID ** Note: Unless noted otherwise, trees in close proximity to relocated meters and/or services throughout the project shall be protected in place. Hand -digging and other measures to protect the trees and their roots may be required. No.Photo— Address Plan Sheet Exist Tree Action Lumo Sum Cost 1 A7 1521 Alabama Sheet 6, Alabama Dwgs Pine (mature) 1,2,3 Action 1: Action 2: R&O Action 3: 2 Al A2 1513 Alabama Sheet 6, Alabama Dwgs 8 Action 8: 3 A3 1503 Alabama Between 1501 & 1507 Sheet 5, Alabama Dwqs 6 Action 6: srzo 4 A4 1501 Alabama Sheet 5, Alabama Dwgs 7 Action 7: 5 A5 1201 Alabama Sheet 3, Alabama Dwgs 9 Action 9: U V 6 A6 Northeast comer of Alabama & Osw o Sheet 5, Alabama D s Palm mature 1,2 Action 1: Action 2: 7 B1 Between 702&706 Jay Circle Sheet 10, Florida Dwgs Ficus (mature) 1,2,3 Action 1: D Action 2: Action 3: 8 B2 710 Jay Circle Sheet 10, Florida Dwgs Ficus (mature) 1,25 Action 1: Action 2: Action 5: UOD 9 B3 Between 701&705 Jay Circle Sheet 10, Florida Dwgs Ficus (mature) 1,2,4 Action 1: 1 Action 2: U Action 4: 10 B4 2220 Florida Street Sheet 5, Florida Dwgs Ficus (mature) 1,2,3 Action 1: Action 2: p Action 3: 11 65 602 Jana Circle Sheet 10, Florida D s Palm uvenile 1 2 Action 1: p Action 2: rev D Addendum Total ($) 1 'W �J& (., Actions: 1. Remove existing tree and grind stump 24-inches below grade. Fill hole with Class A top soil 2. Plant (2) 24-inch box trees at (a) location(s) in a parkway to be determined by the City. The City will select from the six different types of trees listed on page # 4 of this addenedum. The trees shall be planted per Huntington Beach City Standards No.714 & 715, sheet 3 (pages # 6 & 7 of the addendum) 3. Remove and replace 20-lineal feet of sidewalk per Huntington Beach City Standard No. 207 (page # 5 of the addendum) 4. Remove and replace 25-lineal feet of sidewalk per Huntington Beach City Standard No. 207 (page # 5 of the addendum) 5. Remove and replace 30-lineal feet of sidewalk per Huntington Beach City Standard No. 207 (page # 5 of the addendum) 6. Relocate new water service and existing meter per Construction Note 23, Sheet 5 of Alabama St. Plans to a new location approximately 15-ft more south Adjust service connection station (STA. XX + XX,XX ) to 12-inch PVC water main and modify customer meter connection piping as necessary 7. Relocate new water service and existing meter per Construction Note 22, Sheet 5 of Alabama St.Plans to a new location approximately 15-ft more southerly between the existing telephone pole and the existing telephone termination enclosure. Adjust service connection station (STA. XX + X)CXX ) to 12-inch PVC water main and modify customer meter connection piping as necessary 8. Remove and replace sidewalk on either side of crack to nearest joint (20 lineal feet total) per Huntington Beach City Standard No. 207 (page # 5 of the addendum) 9. Relocate new water service and existing meter per Construction Note 22, Sheet 3 of Alabama St. Plans to a new location approximately 5-ft more northe to the Parkway area. Adjust service connection station (STA. XX + XX,XX ) to 12-inch PVC water main and modify customer meter connection piping as necessary. Remove and replace affected portions of existing driveway to nearest construction joint. **Photos can be found sheets 8 through 19 of this addendum, and each photo is indentified with it's respective photo No. in the lower right-hand corner of the photo. Page 3 of 19 CITY OF HUNTINGTON BEACH 2000 MAIN STREET OFFICE OF THE CITY CLERK CONNIE BROCKWAY CITY CLERK August 15, 2003 Colich & Sons, L.P. 547 W. 140th Street Gardena, California 90248 CALIFORNIA 92648 Enclosed please find your original bid bond issued by Safeco Insurance Company of America for Construction of the Water Pipeline Replacement Projects, C-1188 Connie Brockway, CMC City Clerk Enclosure g:/followu p/cashcont/retumbidbond.doc ( Telephone: 714-536-5227 ) SAFEW BID BOND KNOW ALL BY THESE PRESENTS, That we, & SONS, L.P. SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA FIRST NATIONAL INSURANCE COMPANY OF AMERICA HOME OFFICE: SAFECO PLAZA of 547 West 140th Street, Gardena, CA 90248 (hereinafter called the Principal), as Principal, and SAFECO INSURANCE COMPANY OF AMERICA (hereinafter called the Surety), as Surety are held and firmly bound unto CITY OF HUNTINGTON BEACH, (hereinafter called the Obligee) in the penal sum of Ten percent of amount bid. Dollars (S 10% of Amount Bid ) for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, That WHEREAS, the Principal has submitted or is about to submit a proposal to the Obligee on a contract for Watermain Replacement Project, Florida Street-Watermain Replacement Project Alabama Street NOW, THEREFORE, If the said Contract be timely awarded to the Principal and the Principal shall, within such time as may be specified, enter into the Contract in writing, and give bond, if bond is required, with surety acceptable to the Obligee for the faithful performance of the said Contract, then this obligation shall be void; otherwise to remain in full force and effect. Signed and sealed this 2nd day of July 1 2003 COUCH & NS, L.P. (Seal) Principal Witness . POLICH III PRESIDENT CORETCO, INC. G. P. Title Mike Mayberry Witness SAFECO INSURANCE COMPANY OF AMERICA By -- - Lis L. mton Attorney -in -Fact 44 Registerec trademark of SAFECO Corporation. i COLICH & SONS, L.P. 547 W. 140th Street GARDENA, CALIFORNIA 90248 (323) 770-2920 WmAft License #783522A CITY OF HUNTINGTON BEACH CITY CLERK, SECOND FLOOR 2000 MAIN STREET HUNTINGTON BEACH, CA 92648 SEALED BID FOR WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY.AVENUE WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE BID DATE:```JULY' 8,: 2003 @ 2:00 ,PM SECTION C PROPOSAL for the WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE WATERMAIN REPLACEINT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE CONSTRUCTION CONTRACT No. 1188 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 120 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. RI.SPECSWUNTWGTONBEACffA0RIDA4'ALABAMASTREET SPECS C-1 M ti PROJECT BID SCHEDULE A WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET •• ALTAMAR DRIVE TO CLAY AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 1. Mobilization 1 LS $ 9-6 I)V � $ lb, o oZZ) 2. Furnish and install 12-inch PVC pipeline in Florida St. with nitrite (NBR) gaskets, and connection to the existing watermain north of Altamar Ave., north and south of Yorktown Ave., and north of Clay Ave., including all valves, fittings, and appurtenances, pavement sawcutting L M 35,D too — and removal, excavation, backfill, zero sack slurry backfill, surface repair, and thrust restraint, as these complete and in 3,200 LF $�— shown on plans, place. 3. Construct 8-inch PVC pipeline in Utica Ave. with nitrile (NBR gaskets), and connection to existing watermains, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slung backfill, surface repair, and thrust restraint, as shown on these plans, complete andoperative in in place. 190 LF 4. Construct 8-inch PVC pipeline in Jay Circle, with nitrile (NBR gaskets), including all valves, fittings, blowoffs, and appurtenances, pavement sawcutting and removal, excavation, backfill, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and3— operative in place. 230 LF 5. Construct 8-inch PVC pipeline in Williams Ave., with nitrile (NBR) gaskets and connection to existing watermain, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and in 110 LF $ $1 3 E0, operative place. •� , RWLCSHUNTWGT0NBEACH1n0NDA Rc ALABAMA STREHT SPECS C-1 S PROJECT BID SCHEDULE A WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 6. Construct 8-inch PVC pipeline in Jana Circle, with nitrile (NBR) gaskets, including all valving, fittings, blowoffs, and appurtenances, pavement sawcutting and removal, excavation, backfill, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 220 LF $ Sao•" 7. Construct 8-inch pipeline in Owen Ave. and connection to existing watermain, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair and thrust restraint, as shown on these plans, complete and operative in place. 50 LF $ 13, lcO.1 8. Construct 8-inch PVC pipeline in Terrace Circle, with nitrite (NBR) gaskets, and connection to existing watermain, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, cement slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 60 LF 9. Construct 8-inch PVC pipeline in Clay Ave., with nitrile (NBR) gaskets, and connection to existing watermains, including all valves, fittings, temporary blowoffs and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 100 LF $33�•" 9a3:— 10. Remove and salvage (to the City) existing fire hydrant, including removal and disposal of bury, valve box and valve cover, backfill, and surface repair, as shown on these plans, complete and in place. 9 EA $ t� 6 oc $ 0 0 RISPECSIHUNTINGTONBEACW,LORIDA & ALABAMA STREET SPECS C-2s PROJECT BID SCHEDULE A WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 11. Construct new fire hydrant assembly, including furnishing and installing new bury, valve and appurtenances, zero sack slurry backfill and surface repair as shown on these plans, complete in EA A51) $ and place. 12 $ 12. Furnish and install 4-inch pump -out assembly, including all valving, fittings, zero sack slurry backfill and appurtenances, as shown on these $ b�D $ plans, complete and in place. 2 EA 13. Furnish and install 2-inch air and vacuum assembly, including all valving, fittings, and appurtenances, as shown on these plans, complete and in place. 5 EA $t, $) a 14. Furnish and Install new 1-inch polyethelyne water service, including piping, fittings, valving, 3/-inch metering assembly and meter box, abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, reconnection to customer side, and appurtenances, complete and operative in place. 9 EA $165 0 $ 5 15. Furnish and Install new 1-inch polyethelyne water service, including piping, fittings, valving, 1-inch metering assembly and meter box and abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, reconnection to customer side, and appurtenances, complete and operative in place. 40 EA $%67D $ b12 �'80 16. Furnish and Install new 2-inch copper water service, including piping, fittings, valving, 1Y2-inch metering assembly and meter box, abandonment of existing line, trench excavation, pipe bedding, cement zero sack backfill, compaction, reconnection to customer side, and appurtenances, complete and operative in place. 3 EA $3 $ RISPL•CSIHUNTLNGTONBEACHIFLORIDA&ALABAMASTREET SPECS C-3s PROJECT BID SCHEDULE A WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 17. Furnish and Install new 2-inch copper water service, including piping, fittings, valving, 2-inch metering assembly and box, abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, reconnection to customer side, and appurtenances, complete and operative in place. 2 EA $ 18. Cut and cap/seal existing waterline, including all appurtenances, as shown on these plans, _ complete and in place. 12 EA $ ►j o 0 $ R. 00 19. Remove existing valve box and cover, including excavation, backfill, and surface repair, complete and in place. 8 EA $ 2�0 a $ 140 Oa I� 20. Furnish and install 2-inch temporary blowoff for pressure testing, including all appurtenances, as shown on these plans complete and in place. 11 EA $ b Do' $ 21. Construct inverted siphon assembly, including all fittings and appurtenances, excavation, backfill, and surface repair, as shown on these plans, complete and in place. 80 LF $ 310 $ &L)b 22. Chlorination and testing of all new water mains and appurtenances, complete and in place. 1 LS $ 35'oa $ 3& �a 8 23. Traffic control throughout work area, including preparation of traffic control plans. 1 LS b s 24. Furnish and install pavement slurry seal in accordance with the specifications, and limits shown on the plans, including all appurtenant material, equipment and labor, complete and in place. 91,500 SF 25. Install sheeting, shoring, and/or bracing as required for all trenching and excavation operations, and confined spaces in accordance with these plans and as required by law. 1 LS $ ;U) $___�aor� 26. Pothole existing utilities as directed by and in the presence of the City inspector, including EA pavement repair and traffic control. 10 $ RISPECSINUNTWGTONBEACHIFLORIDA & ALABAMA STREET SPECS C-4s PROJECT BID SCHEDULE A WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET w ALTAMAR DRIVE TO CLAY AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 27. Demobilization and Cleanup 1 LS $ a oa $ 15 28. Furnish and install 6-inch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, remove and disposal of existing pipe and appurtenances as shown on these plans, complete and in place. 7 EA 8 0 p 29. Furnish and install 8-inch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, remove and disposal of existing pipe and appurtenances as shown on these plans, complete and in place. 2 EA 30. Furnish and install new 1-inch polyethylene water service, including pipe fittings, valves and connection to existing %-inch metering assembly, abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction and appurtenances, complete and operative in place 7 EA $ 8Do $ b p d 31. Furnish and install new 1-inch polyethylene water service, including pipe, fittings, valves, connection to existing 1-inch metering assembly abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction and appurtenances, complete and operative in place. 36 EA $ 32. Remove, and salvage to the City, existing valve. Dispose of interfering pipeline, and seal existing pipe ends, including surface repair, as shown on these plans, complete and in place. 21 EA $ b" $ 1 a4 Sub -Total Amount for All Bid Items — SCHEDULE A $,y 65� 610. e ALTERNATIVE A 1 Item No. Description Size- Quantity Unit Unit Cost Total Cost A-1 Construct new fire hydrant assembly utilizing 9 EA $ aoD $37 lkbj salvaged hydrant, including furnishing and /j installing new bury, valve and appurtenances, backfill and surface repair as shown on these plans, complete and in place. RISPECSWUNTINGTONBEACHIFLORIDA&ALABAMASTRUT SPECS C-Js PROJECT BID SCHEDULE B WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 1. Mobilization 1 LS $ate Ooo $ a5 00 2. Furnish and install 12-inch PVC pipeline in Alabama St. with nitrile (NBR) gaskets, and connection to the existing watermain south of Knoxville Ave., and south of Adams Ave., including all valves, fittings, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as $ shown on these plans, complete and in place. 2,000 LF 3. Construct tie-in connection to existing 12-inch PVC watermain at Knoxville Ave. (Sta. 10+82.24), including all valves, fittings, temporary blow -offs, appurtenances, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 1 4. Construct 8-inch PVC pipeline in alley north of Knoxville Ave. (Sta. 12+57.24), with nitrile (NBR) gaskets, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, $y d6�• complete and operative in place. 30 LF 5. Construct 8-inch PVC pipeline in alley south of Memphis Ave. (Sta. 15+86.24), with nitrile (NBR) gaskets and connection to existing watermain, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, in 30 LF $�J b� •✓ --- $9f030' complete and operative place. MSPECSIHUNTINGTONBEACMFLORIDA & ALABAMA STREET SPECS C-6s PROJECT BID SCHEDULE B WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 6. Construct 8-inch PVC pipeline in Memphis Ave., with nitrile (NBR) gaskets and connection to existing watermain, including all valving, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, LF $ (UFZ tO complete and operative in place. 70 $ .� 7. Construct tie-in connection to existing 12-inch PVC watermain at Memphis Ave.. (Sta. 17+66.35), including all valves, fittings, temporary blow -offs, appurtenances, zero sack slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 1 LS 8. Construct 8-inch PVC pipeline in Nashville Ave. (Sta. 20+67.89) with nitrite (NBR gaskets) and connection to existing watermain, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, zero sack slurry backfill, surface repair and thrust restraint, as shown on these in 35 LF plans, complete and operative place. 9. Construct 8-inch PVC pipeline in Oswego Ave., with nitrite (NBR) gaskets, and connection to existing watermain, including all valves, fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, cement slurry backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 60 LF 10. Construct 8-inch PVC pipeline in Portland Ave., with nitrile (NBR) gaskets, and connection to existing watermains, including all valves, fittings, temporary blowoffs and appurtenances, pavement sawcutting and removal, excavation, zero sackslurry backfill, surface repair, and thrust restraint, as shown on these plans, in 70 LF $ _._ (D complete and operative place. WPECSWUNTINGTONBEACHnORMA & ALABA M STREET SPECS C- 1 s PROJECT BID SCHEDULE B WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 11. Remove and salvage (to the City) existing fire hydrant, including removal and disposal of bury, valve box and valve cover, backfill, and surface repair, as shown on these plans, complete and in place. 3 EA $ both $ a 12. Construct new fire hydrant assembly, including furnishing and installing new bury, valve and appurtenances, zero sack slurry backfill and surface repair as shown on these plans, complete and in place. 5 EA $ y 7Pb $ R � D o 13. Furnish and install 4-inch pump -out assembly, including all valving, fittings, zero sack slurry backfill and appurtenances, as shown on these plans, complete and in place. 2 EA $ �17-56 $ 600 14. Furnish and install 2-inch air and vacuum assembly, including all valving, fittings, and appurtenances, as shown on these plans, complete and in place. 4 EA $ A OD $ lT 15. Furnish and Install new 1-inch polyethelyne water service, including piping, fittings, valving, connection to existing %-inch metering assembly, abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, and appurtenances, complete and operative in place. 30 EA 0 $ 0 16. Furnish and Install new 1-inch polyethelyne water service, including piping, fittings, valving, connection to existing 1-inch metering assembly, and abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, and appurtenances, complete and operative in place. 21 EA $ a"1�3Do 17. Furnish and Install new 2-inch copper water service, including piping, fittings, valving, connection to existing 2-inch metering assembly, and abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, and appurtenances, _ complete and operative in place. 2 EA $ 6 bb $ RISPECSINUNTINGTONBEACMaORIDA&ALABAMASTREET SPECS C-Os PROJECT BID SCHEDULE B WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 18. Furnish and Install new 2-inch copper water service, including piping, fittings, valving, connection to existing 1 %2-inch metering assembly, abandonment of existing line, trench excavation, pipe bedding, zero sack slurry backfill, compaction, and appurtenances, complete and operative in place. 1 EA 19. Cut and cap/seal existing waterline, including all appurtenances, as shown on these plans, EA $ complete and in place. 13 20. Remove existing valve box and cover, including excavation, backfill, and surface repair, complete and in 10 EA $ $ 7.5a place. 21. Furnish and install 2-inch temporary blowoff for pressure testing, including all appurtenances, as shown on these plans complete and in place. 10 EA $ $ ADD 22. Chlorination and testing of all new water mains and appurtenances, complete and in place. 1 LS $ fl o b $ e b a 23. Traffic control throughout work area, including preparation of traffic control plans. 1 LS $_ :gp $ 24. Furnish and install pavement slurry seal in accordance with the specifications, and limits shown on the plans, including all appurtenant material, equipment and labor, complete and in place. 45,400 SF 25. Install sheeting, shoring, and/or bracing as required for all trenching and excavation operations, and confined spaces in accordance with these plans and as required by law. 1 LS $ 2 b C ij $ b 0 Q 26. Pothole existing utilities as directed by and in the presence of the City inspector, including pavement repair and traffic control. 5 EA $ $3 1z R� 27. Demobilization and Cleanup. 1 LS $ o vai $ Dry R%SPECSW UNTINGTON BEAC1MLORIDA & ALABAMA STREET SPECS C-9s PROJECT BID SCHEDULE B WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE BID ITEMS Item Size- Unit No. Description Quantity Unit Cost Total Cost 28. Remove and salvage to the City existing valve. Dispose of interfering pipeline and seal existing pipe ends, including surface repair, as shown on these plans, complete and in place. 4 EA $ $ 29. Furnish and install 6-inch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, removal and disposal of existing pipe, and appurtenances as shown on these plans, complete and in place. 4 EA $ c/ 0 D $ 06 30. Furnish and install 12-inch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, removal and disposal of existing pipe, and appurtenances as shown on these plans, complete and in place. 3 EA $ De $ Q6 31. Furnish and install 4-inch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, removal and disposal of existing pipe, and appurtenances as shown on these plans, complete and in place. 1 EA $d?Dp $ aD0Z) 32. Furnish and install 8-inch cut in valve assembly, including valve, PVC Class 200 pipe, transition couplings, removal and disposal of existing pipe, and appurtenances as shown on these plans, complete and in place. 1 EA $ .2 DD $ D Sub -Total Amount for All Bid Items — SCHEDULE B $56�.264-5-.-- ALTERNATIVE B-1 Item No. Description Size- Quantity Unit Unit Cost Total Cost B-1 Construct new fire hydrant assembly utilizing 3 EA $ oZDp $ f<,6 G salvaged hydrant, including furnishing and installing new bury, valve and appurtenances, zero sack backfill and surface repair, as shown on these plans, complete and in place. RISPECSWUNTINGTONBEACWWRIDA 4 ALABAW STREET SPECS C-1 Os Matrix for Addendum #1 for Florida and Alabama Streets Water Main Replacement CC-1188 City of Huntington Beach *** BIDDER SHALL COMPETE THIS FORM AND SUBMIT WITH BID *** Note: Unless noted otherwise, trees in close proximity to relocated meters and/or services throughout the project shall be protected in place. Hand -digging and other measures to protect the trees and their roots may be required. No. Photo * Address Plan Sheet Exist Tree Actin Lumo Sum Cost 1 A7 1521 Alabama Sheet 6, Alabama Dwgs Pine (mature) 1,2,3 Action 1: Action 2: 0 Action 3:Al 2 A2 1513 Alabama Sheet 6, Alabama Dwgs 8 Action 8: 3 A3 1503 Alabama Between 1501 & 1507 Sheet 5, Alabama Dwgs 6 Action 6: 4 A4 1501 Alabama Sheet 5, Alabama Dwgs 7 Action 7: 5 A5 1201 Alabama Sheet 3, Alabama Dwgs 9 Action 9: 6 A6 Northeast corner of Alabama & Oswego Sheet 5, Alabama Dw s Palm mature 1,2 Action 1: Action 2: 7 B1 Between 702&706 Jay Circle Sheet 10, Florida Dwgs Ficus (mature) 1,2,3 Action 1: Action 2: p Action 37 8 B2 710 Jay Circle Sheet 10, Florida Dwgs Ficus (mature) 1,2,5 Action 1: Action 2: Action 5: 9 B3 Between 701&705 Jay Circle Sheet 10, Florida Dwgs Ficus (mature) 1,2,4 Action 1: Action 2: o Action 4: 10 B4 2220 Florida Street Sheet 5, Florida Dwgs Ficus (mature) 1,2,3 Action 1: �— Action 2: Dn Action 3: 11 g5 602 Jana Circle Sheet 10, Florida Dwgs Palm (juvenile)Action 1 2 Action 1: 2: Addendum Total ($) a b , 9 S ,5 Actions: r?:P 1. Remove existing tree and grind stump 24-inches below grade. Fill hole with Class A top soil 2. Plant (2) 24-inch box trees at (a) location(s) in a parkway to be determined by the City. The City will select from the six different types of trees listed on page # 4 of this addenedum. The trees shall be planted per Huntington Beach City Standards No.714 & 715, sheet 3 (pages # 6 & 7 of the addendum) 3. Remove and replace 20•lineal feet of sidewalk per Huntington Beach City Standard No. 207 (page # 5 of the addendum) 4. Remove and replace 25-lineal feet of sidewalk per Huntington Beach City Standard No. 207 (page # 5 of the addendum) 5. Remove and replace 30-lineal feet of sidewalk per Huntington Beach City Standard No. 207 (page # 5 of the addendum) 6. Relocate new water service and existing meter per Construction Note 23, Sheet 5 of Alabama St. Plans to a new location approximately 15-ft more soutt Adjust service connection station (STA. XX + XX.XX ) to 12-inch PVC water main and modify customer meter connection piping as necessary 7. Relocate new water service and existing meter per Construction Note 22, Sheet 5 of Alabama St.Plans to a new location approximately 15-ft more southerly between the existing telephone pole and the existing telephone termination enclosure. Adjust service connection station (STA. XX + )OCXX ) to 12-inch PVC water main and modify customer meter connection piping as necessary 8. Remove and replace sidewalk on either side of crack to nearest joint (20 lineal feet total) per Huntington Beach City Standard No. 207 (page # 5 of the addendum) 9. Relocate new water service and existing meter per Construction Note 22, Sheet 3 of Alabama St. Plans to a new location approximately 5-ft more northe to the Parkway area. Adjust service connection station (STA. XX + XX.XX ) to 12-inch PVC water main and modify customer meter connection piping as necessary. Remove and replace affected portions of existing driveway to nearest construction joint. **Photos can be found sheets 8 through 19 of this addendum, and each photo is indentified with it's respective photo No. in the lower right-hand corner of the photo. Page 3 of 19 PROJECT BID SCHEDULE TOTALS CC-1188 WATERMAIN REPLACEMENT PROJECT SCHEDULES A, B AND ADDENDUM NO. 1 Sub -Total Bid Schedule A Sub -Total Bid Schedule B Sub -Total Bid Addendum No. 1 TOTAL BID AMOUNT (Schedules A, B and Addendum No. 1) TOTAL BID AMOUNT IN WORDS: ,54 b , C4-S. — oZ Notes: All extensions of unit prices will be subject to verification by Owner. In case of a verification between the unit price and the extension, the unit price will govern. The Owner reserves the right to reject any or all proposals and bid items. l ov . 1 s-ss- � />R/� • A • / 3 -7 e A-H - A - z t -Z-/ c a-v li `0 5J 94�0 Page 2 of 19 RUPECSWUNTTNOTONBEACHAOMA&ALABAMASTRF.ETSPECS C-11s "Revised" 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. Q� TEN Accompanying this proposal of bid, find 109)V in the amount of $_ a 10 /o which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond", as the case may be). Bidder shall signify receipt of all Addenda here, if any: Addenda No. Date Received i r' nature RISPEC9WUNTMGTONBEACWLORIDA & "AMA STREET SPECS C-2 LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid and the portion of the work to be done by such subcontractor. Portion of Work Name and Address of Subcontractor State License Number Class f_ pc. D�az.zq �fT7 ��7d?3 CT 4.3 4 3D v L D .a a5 s 36 By submission of this proposal, the Bidder certifies: 1. That he is able to and will perform the balance of all work which is not covered in the above subcontractors listing. 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. RISPECSWUNTINGTONBEACMFLOR7DA & ALABAMA STREET SPECS C-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of 1-05 N,9E'/E-5 ��o va ac'F �• F L 1 CH • L, being first duly sworn, deposes and says that he or she is &j;;7$ . DF �jZAE-I' e.(e.fof COLICH & SONS, L.P. the party making the foregoing bid that the biA 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. , COUCH & SONS, L.P Name of Bidder THEODORE P. POLiCH III PRESIDENT CORETCO, INC. I P. Signature of Bidder Coiich & Sons, L.P. 547 W. 140T" Street Gardena, CA 90248-1589 Address of Bidder Subscribed and sworn to before me this g NOTARY PUBLIC C. NOTARY SEAL R6UPEC SWUNTINCTONBEACHWWRIDA & ALABAMA STREET SPECS C-4 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the WATERMAIN REPLACEMENT PROJECT, FLORIDA STREET ALTAMAR DRIVE TO CLAY AVENUE AND WATERMAIN REPLACEMENT PROJECT, ALABAMA STREET KNOXVILLE AVENUE TO ADAMS AVENUE, (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. Contractor By Title Date: �ulaoo� COLICH & SONS, L.P. THEODORE P. POtICN III PRESIDENT CORETC0. INC. 8. P. RISPEC'SWUIMNGTONBEACMFLONDA do ALdBAMA STREET SPECS C-5 Y DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? ❑ Yes "" No If the answer is yes, explain the circumstances in the space provided. Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. RWECSWUNTINGTONBE`tCNI WWA & ALRBAUA STREETSPECS C-G v 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. Date: ROD-3 COLICH & SONS, L.P. Contractor By THEODORE P. POUCH III PRESIDENT CORETCO, INC. Q R Title RISPECSIIiUNT7NGT0NBEACF a, 0AWA & ALABAMA STREET SPECS C-7 UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-4224133 a minimum of two working days before scheduled excavation. Dig Alert Identification Number: Contractor Title Date: Note: This form is required for every Dig Alert Identification Number issued by U.S.A. during the course of the Work Additional forms may be obtained from the AGENCY upon request. BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: COUCH & SONS, L.P. Bidder Name �17 W. JyoT"t- st. Business Address G-,4 R p 9,6 a YR City, State Zip ( 3R3) 77e - -2 9a o Telephone Number 7935a Z I State Contractor's License No. and Class 08-a 6 -bD Original Date Issued Expiration Date The work site was inspected by So c AKAj D CrEof our office on �u l y 3 , 2003. The following are persons, firms, and corporations having a principal interest in this proposal: RISPECSWUNTINGTON$EACMnORMA & ALABAMA STREET SPECS C-9 M 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. COUCH & SONS, L.P. Company Name Signature of Bidder THEODORE P. POUCH III PRESIDENT CORETCO, INC. G. P. Printed or Typed Signature Subscribed and sworn to before me this day of >z 1 , 2003. susmw C. Commtssian # t awcanmExpiesW2M i Notory Putft - Co t ffft Los Argdw county NOTARY PUBLIC 29, %- NOTARY SEAL Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past two years: 1. 2. 3. Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Name and Address of Public Agency Type of Work Name and Telephone No. of Project Manager: Contract Amount Name and Address of Public Agency Type of Work Name and Telephone No. of Project Manager: Contract Amount Type of Work 41==� Date Completed Date Completed Date Completed RLSPECSWUNTINOTONBBACMFLORIDA Bc ALABAMA STREET SPECS C-10 '--M CITY OF HUNTINGTON BEACH CLJ 2000 Main Street P.O.Box 190 California 92648 Robert F. Beardsley, P.E. Department of Public Works Director (714) 536-5431 ADDENDUM NO. 1 TO THE CONTRACT DOCUMENTS FOR THE FLORIDA AND ALABAMA STREETS WATER MAIN REPLACEMENT; CC-1188 TO: ALL PLAN HOLDERS DATE: JUNE 27, 2003 FROM: THE CITY OF HUNTINGTON BEACH The following modifications, additions and/or deletions are made a part of the CONTRACT DOCUMENTS for construction of the FLORIDA AND ALABAMA STREETS WATER MAIN REPLACEMENT CC-1188, issued fully and completely as if same were set forth therein: This addendum consists of nineteen (19) total pages, of which this sheet is the first. The Revised Bid Schedule (C-11 s "Revised") is page 2; a Matrix Summary is page 3, relevant City Standards are pages 4- 7, and captioned photographs are included as pages 8-19. The scope of the addendum is generally comprised of the following: 1. Relocate (3) existing meters and their service connections as required and indicated by the attached matrix and pertinent photographs. 2. Remove and replace sections of sidewalk as indicated by the attached matrix, pertinent photographs, and pertinent City Standards. 3. Remove trees and plant (2) new 24-Inch box trees per removal as indicated by the attached matrix, pertinent photographs, and pertinent City Standards. Each Bidder shall acknowledge receipt and acceptance of this Addendum No. 1 by signing in the space provided below. Bidders shall submit the signed acknowledgment with their bid. The bidder's total bid amount shall be submitted on Sheet "C-11s Revised" (which is included in this Addendum), and NOT Sheet "C-11 s," which was included in the original contract documents. Sincerely, THE CITY OF HUNTINGTON BEACH By: De rah DeBow, . City of Huntington Beach, Project Engineer Receipt acknowledged and conditions agreed to this 1W- day of July, 2003. BIDDER: COLICH & SONS, L.P. THEODORE P POLICH III PRESIDENT Signature: Title: CORETCO, INC. G. P. Page 1 of 19 DADocuments and Settings\debowd\Local Settings\Temporary Internet Files\01-K13BAddenda Form.DOC Colich & Sons, L.P. GENERAL ENGINEERING CONTRACTORS 547 W. 140th STREET GARDENA, CALIFORNIA 90248 TELEPHONE 323/770-2920 FAX 310/329-1532 ACCOUNTING 310/329-2846 ESTIMATING 310/217-2573 OPERATIONS ORGANIZATION OF COLICH & SONS, L.P. Colich & Sons, L.P. is a Limited Partnership (#200012400015) organized on 4-26-00. California contractors state license number #783522 to 8-31-04; Taxpayer I.D. #95-4799004; Employer I.D. #460-3723-0. Coretco, Inc. - General Partner John M. Colich — Executive Officer & RMO Theodore P. Polich, III — President Thomas R. Bensfield — Vice President Susan B. Sikes — Secretary/Treasurer The directors of Colich & Sons, L.P. are as follows John M. Colich — Director Theodore P. Polich, III — President & RME Thomas R. Bensfield — Vice -President Susan B. Sikes — Secretary/Treasurer PRINTED9/11/02 P:\Susie\ORGLP.dc I • 1 ' " "i COLICH & SONS MODIFIED STANDARD FORM 254 COLICH # PROFILE PROJECT NAME & LOCATION OWNER/GENERAL CONTRACTOR CONTRACT AMOUNT OPEN/COMPLETE CODE contract # 1=sewer, 2=storm drain, 3=water, 4=treatment plant and/or pump station, 5=pipe lining, 6=dry utilities, 7=other 2003 2071 2 Corbin Storm Drain Tr. #50511 & 50512 Porter Ranch 2076 3 Water Line Replacement Old Mammoth Road. & Sherwin St. 2073 2 Storm Drain repair 5th Street, San Pedro 2072 1 Storm Drain Line "O" MTD 1472-5 Rancho Palos Verdes 240' 48" RCP 2071 2 Corbin Storm Drain Tr. 450511 Porter Ranch 1850'72"-48"RCP, 1900'J6W8"RCP 2070 5 Emergency water line repair program Hyperion Treatment Plants Terminal Island Treatment Plant 2002 2069 2 Morro Hills East Wetland Mitigation Oceanside 500' _4 "-30" RCP 6/23/2003 S & S Construction Co. 83838 Wilshire Blvd #700 Beverly Hills, 90211 Dave Hasson 8001655-9502 ext 296 Mammoth Community Water District P.O. Box 597, Mammoth Lakes, Ca John Pederson 7601934-2596 Pizzo Masonry 1019 S. Weymouth, San Pedro 3011514-3288 Ocean Trails Dev. C/o V.H. Property Corp. One Ocean Trails Dr., Rancho P. V. 90275 Douglas Cowan 310-265-5525 S & S Construction Co. 83838 Wilshire Blvd. #700 Beverly Hills, 90211 Dave Hssson 8001655-9502 ext 296 City of Los Angeles 12000 Vista Drive, Playa Del Rey Project #5142 W.O. #SZT/1165 GRAND TOTAL YEAR 2003: JMF Golf 63368 Buckskin Lane, Roseville 95 74 7 Jim Flint 9161425- 7969 $969,565.00 Pending notice of award $885,800.00 Award 6-15-03 $33,630.00 3-10-03 to 3-17-03 Performed on T & M $66,840.00 start/complete 3/03 C-875-119 $539,500.00 contract reed 1-24-03 complete 6-3-03 C-104228 on -call 1-7-03 to 1-7-07 $2, 784, 083.00 NTP 6-23-03 $5,279,418.00 $99,000.00 10102 to 2103 254FORM (6-00 to present) \' COLICH & SONS MODIFIED STANDARD FORM 254 COLICH # PROFILE PROJECT NAME & LOCATION OWNER/GENERAL CONTRACTOR CONTRACT AMOUNT OPEN/COMPLETE CODE contract # 2068 2 Palos Verdes Drive South & Ocean Trails, Dev. clo V.H. Property Corp. $2,938,871.00 1014la2 to present East Street Improvements One Ocean Trails Dr., Rancho P. V. 90275 Rancho Palos Verdes Douglas Cowan 310-265-5525 Paving, curb/gutter/ramps/walls, 600' RCP/VCP 2067 7 Steel Float Construction City of Avalon $355,000.00 est complete 3-31-03 Construct & tow to dock P.O. Box 1085, Avalon, Ca 90704 3101510-0535 Brian Bray 2066 3 Las Posas Feeder No. 3 Calleguas Municipal Water Dist. $5,200,000.00 award 10-2-02 7600' 60"-72" WSP 2100 Olsen Roat, Thousand Oaks, 91360 2103 to present 8051526-7156 Steve Fiori 2065 3 Walnut Valley Transmission Imp. Modern Continental $4,510,000.00 12102 to present water 1300 Civic Dr. Walnut Creek Vinnie Calio 9251988-9000 2064 1,5 NCOS/NOS Sewer System Rehabilitation City of Los Angeles $7,586,069.36 award 9-24-02 Phase IV W.O. E2000754 433 S. Spring Street #600 2103 to present Rodeo Dr., L.A. Los Angeles, Ca. 90013 1738' 78" & 2860' 66" CCFRPM 2063 3 Encino Water Quality Improvement Merco Construction Engineers $1,753,120.00 contract reed 9102 Dept. of W & P City Los Angeles 1175 Calle Suerte, Camarillo 93012 #458-19 3103 to present 4500 Encino Ave. 8051987-8615 Arnold Heirshberg 2062 1, 2, 3 Southwest Campus Housing -Site Pkg I Merco Construction Engineers $1,555,800.00 9102 to present University of California 1175 Calle Suerte, Camarillo 93012 #459-02 Westwood/L.A. 8051987-7615 Arnold Heirshberg 2061 2 Culver 1A Traffic Imp GriffithCompany 5621929-1128 $279,403.00 contract reed 11-4-02 Playa Vista 2001-3095 12200 Bloomfield Ave #10022-100 4103 to present 931 if 18"-36" RCP S.D. Santa Fe Springs, Ca 90670 2059 2 25th Street Rehabilitation City of Rancho Palos Verdes $335,540.00 10102 to present 3 6 " HDPE & RCP 30940 Hawthorne Blvd.. R.P. V. asphalt rubber hot mix overlay 3101544-5252 Nicole Jules 2058 1,3 Tr. 49104-05 Wet Utilities Playa Capital LLC $685,893.00 start up 9-4-02 1600' 8" PVC. 8577' 4-1 1" 01 R G 12555 W. Jefferson Blvd. 4300, L.A 90066 #2001-3110 11102 to 3103 6/23/2003 2 254FORM (6-00 to present) i • Y ~k COLICH & SONS MODIFIED STANDARD FORM 254 COLICH # PROFILE PROJECT NAME & LOCATION OWNER/GENERAL CONTRACTOR CONTRACT AMOUNT OPEN/COMPLETE CODE contract # 3101448-4700 Steve Murrow 2057 1 8" VCP Ocean Trails, Dev. c% V.H. Property Corp. $79,192.00 9102 to 3103 Rancho Palos Verdes One Ocean Trails Dr., Rancho P. V. 90275 Douglas Cowan 310-265-5525 2056 1 Joint Outfall "J" Unit 1F Sanitation Districts of L.A.. County $576,262.00 9102 to present Rancho Palos Verdes 1955 Workman Mill Rd., Whittier #3903 4867'steel pipe force main 562-699-7411 2054 1,2,3 Puente Hills Landfill Eastern Sanitation Districts of L.A. County $1,126, 700.00 NTP 7-8-02 Canyons Gas Header - 2002 1955 Workman Mill Rd., Whittier #3894 9102 to present 2000' 3"HDPE, 6700' 17" PVC, 1000' 30" HDPE 5621699-7411 2052 Operated equipment for Grading Traditional Building Co. $50,000.00 Blythe 80-227Indian Springs Drive P.O. #5443 Performed on T & M Indio, Ca. 92201 Stan Duncan 7601784-5095 5-24-02 to 6-19-02 2049 2 Storm Drain Tr. 50666 MTD 1472-6 VH Property Corp $398, 000.00 6102 to present Rancho Palos Verdes One Ocean Trails Drive Rancho Palos Verdes, Ca. 90275 2048 3 Chilled Water Supply & Return Ext. University of California - Los Angeles $1,617,245.00 UCLA - Campus 1060 Veteran Ave #125 #3430Y CB742 NTP 5-28-02 2200' 24"steel chilled water pipe Los Angeles, Ca. 90095 9102 to present Tom Lukas 2047 2 Catch Basin Repair Hall & Foreman $7,500.00 complete 4102 Azusa 203 No. Golden Circle Dr. #300 Santa Ana, Ca. 92705 7141664-2588 2046 3 Utility Relocation Jay Borzi $38,500.00 complete 6102 Rolling Hills 13 Portuguese Bend Rd Rolling Hills, Ca 90505 2044 2 Imperial Highway Low Flow Diversion City of Los Angeles $425,729.00 NTP 5-29-02 433 S. Spring Street #600 #C103037 9102 to present Los Angeles, Ca. 90013 6/23/2003 3 254FORM (6-00 to present) COUCH & SONS MODIFIED STANDARD FORM 254 COLICH # PROFILE PROJECT NAME & LOCATION OWNER/GENERAL CONTRACTOR CONTRACT AMOUNT OPEN/COMPLETE CODE contract # 2043 2 Beck Straathern Storm Drain City of Los Angeles $1,239,000.00 NTP 6-10-02 S.D. 3420' 18-54"RCP 433 S. Spring Street #600 9102 to present Los Angeles, Ca. 90013 2042 2 Puente Hills Landfill Main Cyn Sanitation Districts of L.A. County $708,811.00 NTP 4-14-02 Drainage Facilities - 2002 1955 Workman Mill Rd., Whittier C-3880 9102 to present 1760' 12-,18-&42" VCP 562/699-7411 2041 1 Emergency sewer repair Westcon Microtunneling Inc. for $32, 000.00 2-1-02 to 2-22-02 San Pedro City of Los Angeles WO E200310717 Completed on T & M Lynn-Hanami-Cummings 3101732-4693 2040 1 Sewer System off -site Pardee Construction Co $1,390,000.00 contract reed 2-18-02 Sunset Heights, Santa Clarita 10880 Wilshire Blvd. #1900 L.A. 90024 286203-0115-901 complete 11-25-02 5480 21 "to 2 7 " VCP Elizabeth Niven 3101475-3525 2039 Golf Course Improvement City of San Clemente $1,670,296.00 NTP 5-6-02 325' 54"RCP S.D. 380 Avenida Pico, San Clemente 926-7 PR #19701 9102 complete 3102 golf course grading Greg Deist- Proj Manager 9491361-6154 2037 3 Emergency water repair County of Los Angeles $22, 000.00 performed on T & M Acton & Topanga Cyn 900 So. Fremont, Alhambra #71854 114102 & 2127102 Dan Jones 6611940-5456 GRAND TOTAL YEAR 2002: $34,679,931.36 2001 2038 1 Emergency Sewer Repair County of Los Angeles $1,355.00 performed on T & M Hacienda Heights 900 So. Fremont, Alhambra #001073 1211812001 2036 1,2 Creekside Tract 44831-03 The Newhall Land & Farming Co. $1, 090, 828, 00 award 11-15-01 4140' 18"-84" RCP; 5581'8"-18" VCP 23823 Valencia Blvd. Valencia, Ca 91355 L6330 complete 3102 Cynthia Raville 6611255-4017 2035 1 HDPE Installation at Portuguese Bend City of Rancho Palos Verdes $38, 000.00 performed on T & M 30940 Hawthorne Blvd.. R.P. V. I1/01 to 12101 3101377-0360 Dean Allison 2034 1 Terminal Island Treatment Plant. City of Los Angeles $3,150,000 00 2102 to 1014102 6/23/2003 4 254FORM (6-00 to present) COLICH & SONS MODIFIED STANDARD FORM 254 COLICH # PROFILE PROJECT NAME & LOCATION OWNER/GENERAL CONTRACTOR CONTRACT AMOUNT OPEN/COMPLETE CODE contract # Wastewater treatment piping 650 So. Spring Street Suite 1000, LA 90013 W.O. SZT11170 Sean Kinney 3101648-6105 or 2131798-8504 2033 1 San Ramon Drainage & Landslide City of Rancho Palos Verdes $2,298,436.00 award 10-2-01 Stabilization 30940 Hawthorne Blvd.. R.P. V. CP99-0044 10/01 to present 580' 24&36"HDPE' 321' 18&36" RCP 3101377-0360 Dean Allison 2032 2031 2030 2029 2028 2027 2026 2025 6/23/2003 3 Horizontal Storage Project Casitas Municipal Water District $2,406,856.00 1050' 144"pipe 1055 Ventura Ave Oak View 93022 Spec.No. 91-266 8051649-2251 2 Park Western Drive State of California, Dept. of Transp. $770,311.00 Rancho Palos Verdes 1120 N St., Sacramento 95814 #07-227304 621m of 900 min RCP Massod Akbartan 5621860-3085, X107 3 OSR Units 5 & 6 Relocation Calleguas Municipal Water District $1,054,909.00 Lewis Road &Daily Drive 2100 Olsen Rd., Thousand Oaks wee. No. 438 1088' 39" CML&C 8051579-7156 Steve Fiori I Via Campensina Ron Florence $32,365.00 Sewer manhole & lateral #6 Rivo Alto Canal, Long Beach 3 Repair 42"pipeline West Basin Municipal Water District $5,000.00 Carson 17140 South Avalon Blvd., #210, Carson $2,176.00 3101217-2411 Daryl G. Miller/Paul Cook #W1123 1 Madison Street/Avenue 50 Sewer Coachella Valley Water District $2,824, 999.80 La Quinta P.O.Box 1058 Coachella 92236 #2000-33 10442' 12-33" VCP,- 7737' 18" VCP Thomas Gee 7601398-2651 ext 365 1 4323 & 3011 Palos Verdes Drive No Palos Verdes Peninsula Unified School Dist. $209,000.06 Palos Verdes Estates 3801 Via La Selva PVE 90274 #011.07-12-01 2950'4"& 6" PVC Francesco Spinoso-Vanir Const. 3101375-8105 / Sewer @a Central Ave/El Prado Rd Sukut Construction $120,000.06 Chino 4010 W Chandler, Santa Ana Steve Sukut 7141540-5351 5 award 9-26-01 Notice of completion 11-22-02 award 8-30-01 complete 2102 NTP 9-20-01 Notice of completion 6-11-02 award 8-22-01 complete 9-30-01 complete 8-10-01 complete T & M 8-21-02 award 8-7-01 Complete 9102 Notice of complete 6-5-03 award 7-31-01 NTP 9-6-01 complete 12-31-01 in process 9101 complete 9-30-01 254FORM (6-00 to present) COUCH & SONS MODIFIED STANDARD FORM 254 COLICH # PROFILE PROJECT NAME & LOCATION OWNER/GENERAL CONTRACTOR CONTRACT AMOUNT OPEN/COMPLETE CODE contract # 2023 1 Joint Outfall "J" Unit lE Trunk Sewer Ocean Trails, L.P. $669,335.00 in process 9101 1308' 48"RGRCP, 1320' 30" HDPE One Ocean Trails Drive, R. Palos Verdes C-208 anticipate completion 4-1-02 3101265-5525 Jeff Kaplinski 2022 3 Sewer manhole modification for Long Beach Water Dept. $65, 000.00 award 6-5-01 gas trap installation 1800 E. Wardlow Rd. Long Beach, 90807 POEA01001724 complete, 2102 Robert Verceles 5621570-2345 2021 1 Dist. 32 Trunk Sewer Sec. lA & The Newhall Land & Farming Co. $3,465,000.00 contract 4-18-01 Avenue Tibbbits Trunk Sewer 23823 Valencia Blvd. Valencia, Ca 91355 #L6265 complete 3102 Santa Clarita Mark Hurlimann 6611255-4017 12538' 24-42" VCP 2020 3 California State University Sukut Construction $707,000.00 award 4-18-01 Channel Islands 4010 W. Chandler, Santa Ana 92704 SCI#13630 9101-3102 in process 6744' 18-96"RCP; 6860'8-12"PVC Mark Setzer 7141540-5351 2019 Yucca Valley Basin Water Technology Group $1,300,000.00 2101 in process Wellhead Treatment Facilities 4540 Carmeklo Street, San Diego 92107 performed on T & M Larry Rowe 9091233-9605 complete 2102 2018 1,2,3 EMTD & Off -tract Wet Utilities Playa Capital LLC $5,343,163.00 Engineering NTP 2-1-01 Tr. 49104-04 & 52092 12555 W. Jefferson Blvd. #300 4101-3103 in process 7202' 18-66"RCP; 9696' 6-11"DIP; 2196' 6-8" VCP Los Angeles, Ca. 90066 Steve Murrow 7141751-5557 #2000-3071 2017 / Emergency repair The Gas Company $1,800.00 complete 270 No. Kenter Los Angeles 1701 Stewart St Santa Monica, Ca. 90404 3101264-4622 Charles Page 2016 / Sewer repair ZZ Liner, Inc. $187, 000.00 2101 to 3101 complete Santa Monica 539 W. 140th Street, Gardena, Ca. 90248 3101329-8717 Chris Scarratt 2015 3 Off -site water installation Tr. 46277 BMIF/BSLF11Rancho Malibu L.P. $953,038.00 contract1-31-01 Encinal Cyn. Rd/Decker Rd., Malibu 150 So. Wacker Dr. #2900, Chicago,IL 60606 9101-3103 in process 6850' 10" PVC, 7930' 10" CML&C 6/23/2003 GRAND TOTAL YEAR 2001: 6 $26,695,571.80 254FORM (6-00 to present) . ' • a 4. , e COLICH & SONS MODIFIED STANDARD FORM 254 COLICH # PROFILE PROJECT NAME & LOCATION OWNER/GENERAL CONTRACTOR CONTRACT AMOUNT OPEN/COMPLETE CODE contract # 2000 ` 2014 / Marine Avenue Sewer Work Valley Crest $125,284.00 complete 12100 to 2100 12087-1ON. lopez Cyn. Rd San Fernando, Ca. 91342 818/834-1000 PRIO1256 John Cunningham 2013 / Joint Outfall "C" tie-in Equilon Enterprises $399,000.00 contract 2-7-00 18"storm waterpipe P.O. Box 817, Wilmington, Ca 90748 performed on T & M 3101522-6218 Bill Hudak LARC-MWT-9619 complete 5101 2012 1,2 Emergency sewer & storm drain repair City of Los Angeles C-100568 on -call 11-1-00 to 4-30-03 650 So. Spring Street Suite 1000, LA 90013 on call 11-1-00 to 10-31-02 Clark Street (Reseda to Etiwanda) Performed on T & M 917 to 9112101 $22,891,13 Easy Street Performed 2-14-01 to 1-9-02 $66,486.03 Valley Vista Drive Performing on T & M5-24-02 to 10-16-02 $379,171.00 Van Ness & Hyde Park Performed on T & M8-5-02 to 8-19-02 $12,676.00 Linda Flora Performed on T & M 11-29-02 to 1-23-03 $61,011.36 Allesandro-Alameda Performed on T & M5-13-02 to 6-21-02 $204,316.61 Silverlake Performed on T & M 3124103 to present 2011 / Abalone Cove Sewer Imp. City of Rancho Palos Verdes 4,713,421.00 award 8-1-00 14000'8"PVC; 7000'3-6"force main; 4000'HDPE 30940 Hawthorne Blvd.. R.P.Y. 90274 complete 2102 3101377-0360 Dean Allison 2010 2 Storm Drains City of Palos Verdes Estates 1,906,927.00 award 7-25-00 MTD 140211403, 1538, 1483 340 Palos Verdes Drive West, P. V.E. 90274 complete 3101 1890' 24"-66" RCP, 315' 18"RCP, 289' 48"drilled casing 3101378-0383 Wendy Force PW407-00 2009 3 Del Amo Park Lateral West Basin Municipal Water District 8,000.00 award 6-27-00 Carson 17140 South Avalon Blvd., #210, Carson complete 7-15-00 90746 3101217-2411 Paul Cook W1003 2008 2 Lomita Storm Drain Project Watson Energy Systems, Inc. 1,357,069.00 award 6-14-00 Spec 4705 22010 S. Wilmington Ave #400, Carson 90745 complete 2102 2500' 24"-78"RCP, 450'36"-78"jacked RCP Gerald Weeks 3101952-6400 2007 2 Storm Drain Tr. 50666 Ocean Trails, L.P. 421,457.00 award 6-27-00 MTD 1472-4 One Ocean Trails Drive, R. P. V. 90275 NTP on T & M basis 1400' 24"-60"RCP, 12' 18" RCP. 90' 1 1"PVC 3101265-5525 Jeff Kaplinski T & M contract complete 12100 6/23/2003 7 254FORM (6-00 to present) JW COLICH & SONS MODIFIED STANDARD FORM 254 COLICH # PROFILE PROJECT NAME & LOCATION OWNER/GENERAL CONTRACTOR CONTRACT AMOUNT OPEN/COMPLET—V CODE contract # 2005 1 Valley Blvd. Trunk Sewer City of Fontana 2,665,979.00 awdrd 6-28-00 16,000'8"-18" VCP 16489 Orange Way, Fontana 92336 complete 9101 Keith Kramer 9091721-8398 SB-04-99 2004 2 Mulholland Dr. Longwood Terrace City of Los Angeles 353,292.00 award 7-31-00 Sherman Oaks 650 So. Spring Street Suite 1000, LA 90013 C100318 delayed start to 8101 complete 3-12-02 2003 2 Project No. 9037 Unit 4 Line D County of Los Angeles 4,515,000.00 award 6-6-00 Long Beach 900 So. Fremont, Alhambra 91803 complete 3-7-02 3041' 18-48"RCP; 8820' 18-84"RG RCP 6261458-4075 Mike Ignatius EN000844 2002 3 Water Systems Sukut Construction 925,393.00 4101 pending start Pepperdine University, Malibu 4010 W. Chandler, Santa Ana 92704 6101 - 3102 in process 9162' 3-12"PVC; 6755' 6-8" VCP; Joe Philbin 7141540-5351 complete 04102 7936' 8-12" CML&C; 9277' 12-48" RCP 2001 2 Ballona Lagoon Water Quality City of Los Angeles 363,896.00 award 6-16-00 Enhancement - Playa Del Rey 650 So. Spring Street Suite 1000, LA 90013 complete 12100 Kamiar Azarmaham 3101575-8534 C-99983 GRAND TOTAL YEAR 2000 $18,501,270.13 FURTHER INFORMATION WILL BE SUPPLIED UPON REQUEST 6/23/2003 8 254FORM (6-00 to present) COUCH & SONS MODIFIED STANDARD FORM 254 COLICH # PROFILE PROJECT NAME & LOCATION OWNER/GENERAL CONTRACTOR CONTRACT AMOUNT OPEN/COMPLETE CODE contract # 738 1 On call Emergency sewer repair contract County of Los Angeles T & M 5-6-00 to 5-6-03 900 S. Fremont, Alhambra On -call contract 626/458-7182 737 1,2,3 Sewer, storm drain, water Benchmark Construction 208,423.00 10/00 to 4/01 Playa Del Rey 2901 28th Street, Santa Monica Ron Elazar 310/452-5652 736 1,3 Central Avenue Realignment Sukut Construction 327,680.00 10/00 in process Chino 4010 W. Chandler Santa Ana Mark Setzer 714/540-5351 733 1 Emergency sewer repair (T&M) Pacific Heritage Dev. 7,595.00 complete 3-15-00 Rancho Palos Verdes 15707 Rockfield Blvd. #255, Irvine, Ca. 92618 Bob Pittman 949/462-9040 730 3 Golden Valley Rd. Sukut Construction 699,000.00 6/00 to 3/01 Santa Clarita 4010 W. Chandler, Santa Ana 76" wsP David P. Hunter 714/540-5351 729 6 Dry Utilities Ocean Trails, L.P. 145,000.00 complete 5-31-00 Rancho Palos Verdes One Ocean Trails Drive, R. Palos Verdes Tv, telephone, Edison 310/265-5525 Jeff Kaplinski 728 3 Water services Ocean Trails, L.P. 34,034.00 complete 5-1-00 Rancho Palos Verdes One Ocean Trails Drive, R. Palos Verdes 2" water services 310/265-5525 Jeff Kaplinski 727 2.5 Marquez Right -of -Way City of Los Angeles 248,960.00 4/00 to 11/00 Los Angeles 650 So. Spring Street Suite 1000, LA 90013 140' 42" RCP & HDPE, 260' lining 42" CMP 213/847-8513 SUB -TOTAL: 1,670,692.00 GRAND TOTAL YEAR 2000: $19,846,425.01 1999 726 1 Sewer Installation Carson Homes LLC 25,000.00 complete 12/99 Carson 537 W. 140th Street, Gardena, Ca. 90248 T & Mproiect 11/20/2002 8 254FORM (97 to 02)