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Cedro Construction, Inc. - 2004-02-02
[OLD HUNTINGTON BEACH City of Huntington Beach INTER -DEPARTMENT COMMMUNICATION TO: THOSE LISTED HEREON FROM: David Verone, Contract Administrator DATE: April 10, 2008 SUBJECT: Retention Release Payment Company Name: Cedro Construction, I{nc Address: 120 East Santa Maria Street City, State and Zip Code: Santa Paula, CA 90630 Phone Number: (805) 525-0599 Business License Number: A 251072 Local Address: N/A Notice of Completion Date:April 1, 2008 Contract Purpose: Retention Release for Cash Contract 1187, OC-9 Water Transmission Main Project The conformed copy of the Notice of Completion for the above contract has been filed. The thirty-five (35) day waiting period has elapsed or will elapse before payment is made. Processing of the retention payment is recommended so long as no stop notices or outstanding invoices are on file with the City. I certify that no stop notices are on file on the subject at this time. LH O --C? Date Travis K. Hopkins, Public Works Director, Engineering I certify that there are no outstanding invoices on file. `1-I1-08 Date Shafi Freidenrich, City Treasurer I certify that no stop notices are on file on the subject contract, and that a guaranty bond has been filed with this office. A Date oan Flynn, erk retention release memo CC1187 .doc 4/10/2008 11:07:00 AM PLEASE COMPLETE THIS INFORMATION This Document was electronically recorded by ER Cert Mail C RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: WHEN RECORDED MAIL TO: CITY OF HUNTINGTON BEACH Attn: Robert A. Martinez P.O. Box 190 — 2000 Main Street Huntington Beach, CA 92648 Recorded in Official Records, Orange County Tom Daly, Clerk -Recorder IIIIIIIIIIIIIIIIIIUIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIII�II�I NO FEE 2008000149503 09:49arlr>I 04/01108 228 195 N12 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TITLE OF DOCUMENT: NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN by the City of Huntington Beach, owner in fee, 2000 Main Street, Huntington Beach, CA 92648, that the contract heretofore awarded to Cedro Construction Inc. who was the company thereon for doing the following work to -wit: OC-9 WATER TRANSMISSION MAIN REPLACEMENT AND 12" DISTRIBUTION MAIN IMPROVEMENTS; CASH CONTRACT NUMBER 1187 That said work was completed January 23, 2008 by said company according to plans and specifications and to the satisfaction of the City Engineer of the City of Huntington Beach and that said work was accepted by the Director of Public Works on.January 23, 2008, per City Council Resolution No. 2003-70 adopted October 6, 2003. That upon said contract International Fidelity Insurance Company was surety for the bond given by the said company as required by law. - This document is solely for the official business of the City of Huntington Beach, as contemplated under Government Code Section 6103 and should be recorded free of charge. Dated at Huntington Beach, California, this March 25, 2008. �irectorof Arg or City Engineer City of Huntington Beach, California STATE OF CALIFORNIA) County of Orange ) ss: City of Huntington Beach ) I, the undersigned, say: I am an Agent of the City of Huntington Beach, owner in fee, in the foregoing NOTICE OF COMPLETION. I have read said NOTICE OF COMPLETION and know the contents thereof; the same is true of my knowledge. I declare under penalty of perjury that the foregoing is true and correct, and that said NOTICE OF COMPLETION was duly and regularly ordered to be recorded in the Office of the County Recorder of Orange County. Dated at Huntington Beach, California, this March 25, 2007. Q Director of Public Works olf City Engineer City of Huntington Beach, California THIS PAGE ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION (Additional recording fee applies) 'P.059-TITLE PAGE (R7/95) I, CONTRACTOR'S CERTIFICATE .- /rn-,,- 17 Z-,q (Name of Declarant) state and certify that: �G'✓b ��/75�1'��'"� is the general contractor to the City of Huntington Beach ("City") on Contract No. Ce // 07 (the "Contract") for the construction of the public work of improvement entitled: (the "Project"). 2. All work to be performed pursuant to the Contract has been completed in accordance with the Contract Documents (as such term is defined in the Contract). 3. Except for the claims listed below and the disputed claims listed in paragraph five (5), all persons supplying labor, services, materials and equipment to the Project, including all claims against the Contractor arising from the performance of the Contract, have been paid and satisfied (list unpaid debts and claims; if none, write "NONE"): 4. Attached hereto are the lien waivers regi , red by the Contract Documents, which lien waivers have been executed by all persons who performed work on or supplied labor, services, materials, and/or equipment for use at the Project. 5. Set forth below is a list of disputed claims or claims that are the subject of a Notice to Withhold filed pursuant to the Civil Code of the State of California (list all disputed claims; if none, write "NONE"): I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Executed at "J�,�7747 APPROVED AS TO FORM on this ',j0 day of 20 Gv (Signature of Declarant) By. q I -74,4T2--� U 3.,40. 0(.e Name: [Type Name] Title: [Type Title] 2459141 Certification of Compliance with Prevailing Wage Laws To: City of Huntington Beach Department of Public Works 2000 Main Street/P.O. Box 190 Huntington Beach, CA 92648 Re: Certification of Compliance with Prevailing Wage Laws Contract: C C— /le 7 Project: 7Zr / i1���sSio /tl"07ii7 The undersigned contractor on the above -referenced project ("Project") hereby certifies that all laborers, mechanics, apprentices, trainees, watchmen and guards employed by him or by any subcontractor performing work under the contract for the Project have been paid pursuant to the minimum wage and bona fide fringe benefit requirements specified for each particular classification of work, as set forth in the wage -rate determinations of the State of California, Department of Industrial Relations, and/or the United States Department of Labor. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Executed this day of J u 20 Ob, at C-52,a Div California. ( �yp✓e'Contr/actor Name) Name: f [Type Name] Title: [Type Title] A$ ` O CITY ATTORNEY -TLS U3.2b - 01P 2475421 Certification of Compliance with Title VII of the Civil Rights Act and Equal Employment Opportunity Act of 1972 To: City of Huntington Beach Department of Public Works 2000 Main Street/P.O. Box 190 Huntington Beach, CA 92648 Re: Certification of Compliance with Title VII of the Civil Rights Act and Equal Employment Opportunity Act of 1972 Contract: CG — // 1 Project: The undersigned contractor on the above -referenced project ("Project") hereby certifies that it has complied with Title VII of the Civil Rights Act, the Equal Opportunity Act of 1972 and Executive Order 11246, and has not discriminated against any employee or applicant for employment because of race, creed, color, sex, national origin, age or disability. The undersigned contractor also certifies that it has not maintained any segregated facilities at its establishments on the basis of race, creed, color, sex, national origin, age or disability (with the exception of access for the disabled). I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Executed this day of a e!::, 20_12.t4 at �54�� /-7 �a��j, California. (Type Contractor Name) By: Name: [Type Name] Title: [Type Title] RAORNEY -IL) 3.2�b`0(p 1 245911 1 a RECEIVED BY: CITY CLERK RECEIPT COPY " ' Return DUPLICATE to ( OS )v, / r1e, City Clerk's Office (Name) I after signing/dating C?V (Date) Y QCITY OF . • _ INTERDEPARTMENTAL COMMUNICATION TO: Shari Freidenrich, City Treasurer FROM:��'� ' DATE: --: 1-A A SUBJECT: Bond Acceptance I have received the bonds for Faithful Performance Bond No Labor and Material Bond No. Monument Bond No. Maintenance Bond No. Re: Tract No. d (Company Name) e Q-- a.57-i96-�z CC No./ MSC No. Approved "7` /�1 C'} Agenda Item No. (Council Approval Daterf _ .. 7 City Clerk Vault No. #27 g./followup/bondletter doc SECTION A NOTICE INVITING SEALED BIDS for flee OC-9 .8 TRANSMI PLA(MENT in Newland Street from Warner Avenue to Ednger Avenue 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 and Fountain Valley issues of said newspaper to wit the issue(s) of: March 11, 2004 March 18, 2004 March 25, 2004 I declare, under penalty of perjury, that the foregoing is true and correct. Executed on March 25 , 2004 at Costa Mesa, California. Signature NJ 12" WATER DISTRIBUTION MAIN IMPROVEMENT in Newland Street frain Warner Avemle to Heil Avenue , , iQNSTRUCTIQN, CONTRACT No. 1181- .t z, i3 iel Zn SS iG il}yyj--t 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 PM on March 30, 2004. Bids will be publicly open in the Council Chambers unless otherwise posted Copies of the Plans, Specifications, and contract documents are available from the Office of the Director of Public Works, 2000 Main Street" Huntington Beach, CA 92648, upon payment of a, $50 00 nonrefundable fee if picked up, or payment of a $75 00 nonrefundable fee if mailed via (second day) express mail Any contract entered into pursuant to this notice will incorporate the provisions of the State Labor Code Pursuant to the provisions of the Labor' Code of the State of California, the minimum prevailing rate of per diem wages for each craft, classification or type of workman needed to execute the contract shall be those_ determined, by the Director of Industrial Relations of the State - of California, which are on file at the Office of the Director of Public Works, 2000 Main Street,` Huntington Beach, CA 92648 The AGENCY will deduct a 10% retention from all progress payments The Contractor may' substitute an escrow holder surety of equal value to the retention in accordance with the provisions of the California Government Code, Section 4590 The Contractor shall be beneficial owner of the surety and shall receive any interest thereon The AGENCY hereby affirmatively ensures that minority business enterprises will be afforded full' opportunity to submit bids in response to this _ notice and will not be discriminated against on the basis of race, color, national origin, ancestry, sex, or religion in any consideration leading to the award of contract No bid shall be considered unless it is prepared on the approved Proposal forms in conformance, with the Instructions to Bidders The bid must be accompanied by a cerfified 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 Project Description: The work generally consists of the construction of approximately 5400 lineal i feet of primarily 20-inch (PVC or ductile iron) water pipeline to replace the City's 21-inch steel transmission pipeline in Newland Ave betweerrt Edinger Ave and Heil Ave (The, work does NOT-1 include the replacement of the pipelme within the' Caltrans (405 right-of-way ) The work also includes' the construction of approximately 2700 lineal feet of new 12-inch PVC distribution pipeline in Newland Ave. between Heil Ave and Warner Ave.. Additionally, the project includes the relocation of a West Orange County Water Board water import ; connection, which is currently located in an underground vault within the Edinger/Newland, intersection This connection is proposed to be replaced with a new connection, to be located in an zbove ground enclosure The project schedule, is 9- calendar days. The engineer's estimate for, the work is approximately $1-9 million Pros pecTive bidders are required to attend a, pre -bid meeting on Monday, March 22, 2004, at 9 00 am; convening at Room B-8 in Huntington, Beach City Hall, 2000 Main Street, Huntington Beach, CA This project represents Phase One of a multi- phase project that will ultimately construct over 18,000 lineal feet of primarily 20-inch and 24-inch (PVC or ductile iron) water pipeline and 2700 lineal feet of 12-inch PVC water pipeline in Newland Ave ,-between Edinger Ave. and Yorktown Ave in the City of Huntington Beach 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 oE,J HUNTINGTON BEACH, CALIFORNIA, the 2nd day of February, 2004 Attest, Connie Brockway CITY CLERK OF THE CITY OF HUNTINGTON BEACH Published Huntington Beach Independent March, 11, 18, 25, 2004 032-283 SECTION A NOTICE HIVITING SEALED BIOS for OC-9 WATER TRANS IISSHHr MAH1 RMCMENT in Newland Street from Warner Airen to Ednnger Aveim - 1 r WATER DISTRNNITION MAN IMNROVEMENT in Newland Street fray Wanw Avow to Heil Avenue CONSTRUCTION CONTRACT k 1181-Phase 1 intlie CITY OF HUIMNGTON BEACH PUBLIC NOTICE IS HEREBY GIVEN that the CITY OF HUNTINGTON BEACH, as AGENCY, invites j sealed bids for the above stated projects and will j receive such bids in the office of the City Clerk, Second Floor, 2000 Main Street, Huntington Beach, j California 92648, up to the hour of 2:00 PM on March 30, 2004. Bids will be publicly open in the Council Chambers unless otherwise posted. Copies of the Plans, Specifications, and contract documents are available from the Office of the Director of Public Works, 2000 Main Street, Huntington Beach, CA 92648, upon payment of a $50.00 nonrefundable fee if picked up, or payment of a $75.00 nonrefundable fee if mailed via (second day) express mail. Any contract entered into pursuant to this notice will incorporate the provisions of the State Labor Code. Pursuant to the provisions of the Labor Code of the State of California, the minimum prevailing rate of per diem wages for each craft, classification or type of workman needed to execute the contract shall be those determined by the Director of Industrial Relations of the State of California, which are on file at the Office of the Director of Public Works, 2000 Main Street, Huntington Beach, CA 92648. The AGENCY will deduct a 10% retention from all progress payments. The Contractor may substitute an escrow holder surety of equal value to the retention in accordance with the provisions of the California Government Code, Section 4590. The Contractor shall be beneficial owner ,of the surety and shall receive any interest thereon. The AGENCY hereby affirmatively ensures that minority business enterprises will be afforded full opportunity to submit bids in response to this notice and will not be discriminated against on the basis of race, color, national origin, ancestry, sex, or religion in any consideration leading to the award of contract. No bid shall be considered unless it is prepared on the approved Proposal forms in conformance with the Instructions to Bidders. The bid must be accompanied by a"certified check, cashier's check, or bidder's bond made payable to the AGENCY for an amount no less than 10% of the amount bid. The successful bidder shall be licensed in accordance with provisions of the Business and Professions Code and shall possess a Statej 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. Project Description: The work generally consists of the construction of approximately 5400 lineal feet of primarily 20-inch (PVC or ductile iron) water pipeline to replace the City's 21-inch steel transmission pipeline in Newland Ave. between Edinger Ave. and Heil Ave. (The work does NOT include the replacement of the pipeline within the Caltrans 1405 right-of-way.) The work also includes' the construction of approximately 2700 lineal feet of new 12-inch PVC distribution pipeline in Newland Ave. between Heil Ave. and Warner Ave. Additionally, the project includes the relocation of a West Orange County Water Board water import connection, which is currently located in an underground vault within the Edinger/Newland intersection. This connection is proposed to be replaced with a new connection, to be located in an above ground enclosure. The project schedule is 90 calendar days. The engineer's estimate for the work is approximately $1.9 million. Prospective bidders are required to attend a pre -bid meeting on Monday, March 22, 2004, at 9:00 am; convening at Room B-8 in Huntington Beach City Hall; 2000 Main Street, Huntington Beach,CA. This project represents Phase One of a multi- phase project that will ultimately construct over 18,000 lineal feet of primarily 2Q-inch and 24-inch (PVC or ductile iron) water pipeline and 2700 lineal feet of 12-inch PVC water pipeline in Newland Ave., between Edinger Ave. and Yorktown Ave. in the City of Huntington Beach. The AGENCY reserves the nght to reject any or all bids, to waive any irregularity and to take all bids under advisement for a maximum period of 60 days. BY ORDER of the CITY COUNCIL of the CITY OF HUNTINGTON BEACH, CALIFORNIA, the 2nd day of February, 2004. Attest: Connie Brockway CITY CLERK OF THE CITY OF HUNTINGTON BEACH Published Huntington Beach Independent March 11, 18, 25, 2004 032-283 H UNTINGTON B EACH I N -D E. D -E N T cc - Client Refer e # F77 Huntington Beach Independent Reference # a3Z-- Z F3 Dear advertiser: Enclosed is a clipping of your ad from the first publication, beginning on 3—//--0 and expiring on —25--. If you need to make any changes or corrections, please call me at your earliest convenience. The cost of this ad is $ 7 0 3• o J Thanks for your cooperation and patronage. Sincerely, Michael Sletten Legal Advertising 18682 Beach Blvd., Ste.160, Huntington Beach, California 92646 (714) 965-3030 Fax (714) 965-7174 A Publication of Times Community News • A Division of the Cos Angeles (Times RECEIVED BY: (Name) (Date) TO: Sh ' Freidenrich, City Treasurer FROM: �_� ` e DATE: a A �z SUBJECT: Bond Acceptance I have received the bonds for dz�epo/2&-j (company Name) Faithful Performance Bond No. Q� Zg4o T Labor and Material Bond No. Monument Bond No. Maintenance Bond No. Re: Tract No. CC No. MSC No. Approved 51 (Coutkil Approval DaiiT— CITY CLERK RECEIPT COPY Return DUPLICATE to City Clerk's Office after signing/dating Agenda Item No. - / City Clerk Vault No. J/ y �= — 16- �- 7� /90 775 #27 gJfollowup/bondletter.doc International Fidelity Insurance Company The Final Premium is Predicated on the Final Contract Price Bond No. 0371967 KNOW ALL MEN BY THESE PRESENTS: That we, CEDRO CONSTRUCTION, INC., as Principal, and INTERNATIONAL FIDELITY INSURANCE COMPANY, a NEW JERSEY corporation, as Surety, are held and firmly bound unto CITY OF HUNTINGTON BEACH as Obligee, in the sum of TWO MILLION FOUR HUNDRED SIXTY-TWO THOUSAND TWO HUNDRED NINETY-THREE AND NO/100 Dollars, ($2,462,293) for which sum, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. WHEREAS, on the 6th day of APRIL, 2004, the Principal entered into a contract with the Obligee for OC-9 WATER TRANSMISSION MAIN REPLACEMENT PROJECT AND 12" WATER DISTRIBUTION MAIN IMPROVEMENT; CASH CONTRACT NO. 1187 which contract is by reference made a part hereof and is hereafter referred to as the Contract: NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That, if the Principal shall faithfully perform said contract according to its terms, covenants, and conditions, then this obligation shall be void; otherwise it shall remain in full force and effect. The warranty period for this bond shall be one year from date of acceptance of work by Obligee. Dated this 15th day of APRIL. 2003. CEDRO CONSTRUCTION, INC. PRINCIPAL ►f� Wff RANDY SPOHN, Attorney -In -Fact PROVED1AS TO FORM: I- k '-1 5N61.1 �F' NIFER McGRATH, City Attorney CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of CALIFORNIA County of ORANGE On before me, T. Cox, NOTARY PUBLIC , personally appeared RANDY SPOHN , ® personally known to me -OR- ❑ T. COX m m COMM ... 1433359 UNOTARY PUBLIC•CALIFORNIA Gi m ORANGE COUNTY My Term Exp August 2, 2007 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. Signature of Notary OPTIONAL Though the data below is not required by lave, it may proNe valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER ❑ INDIVIDUAL ❑ CORPORATE OFFICER ❑ PARTNER(S) ❑ LIMITED ® ATTORNEY -IN -FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) DESCRIPTION OF ATTACKED DOCUMENT International Fidelity Insurance Company BOND NO. 0371967 PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS: That CEDRO CONSTRUCTION. INC., (hereinafter called the Principal), as Principal, and INTERNATIONAL FIDELITY INSURANCE COMPANY, a NEW JERSEY corporation (hereinafter called Surety), as Surety, are held and firmly bound unto CITY OF HUNTINGTON BEACH as Obligee (hereinafter called Owner), in the amount of TWO MILLION FOUR HUNDRED SIXTY-TWO THOUSAND TWO HUNDRED NINETY-THREE AND NO/100 Dollars. ($2,462,293), for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. Whereas, Principal has by written agreement dated APRIL 6, 2004, entered into a contract with Owner for OC-9 WATER TRANSMISSION MAIN REPLACEMENT PROJECT AND 12" WATER DISTRIBUTION MAIN IMPROVEMENT: CASH CONTRACT NO. 1187, in accordance with drawings and specifications, which contract is by reference made a part hereof, and a copy thereof is or may be attached hereto. Now, Therefore, The Condition of This Obligation Is Such, That, if the Principal shall pay, or cause to be paid in full, the claims of all persons designated in Sections 3110 or 3112 of the Civil Code of the State of California then this obligation shall be void; otherwise it shall remain in full force and effect. This bond is executed for the purpose of complying with the laws of the State of California as contained in Sections 3235 to 3241 inclusive of the Civil Code and all acts amendatory thereof, and this -bond shall inure to the benefit of any and all persons designated in Sections 3110 or 3112, Civil Code of the State of California, so as to give such persons a right of action to recover upon this bond in any suit brought to foreclose the liens provided for by the laws of the State of California, or in a separate suit brought on this bond. No right of action shall accrue hereunder to or for the use of any persons expect persons designated in Section 3110 or 3112, Civil Code of the State of California as foresaid. The total amount of the Surety's liability under this bond to any and all persons shall in no event exceed the amount named in the first paragraph hereof. No suit, action or proceeding to recover on this bond shall be sustained unless the same be commenced within six (6) months from the completion of said structure or work of improvement, as "completion" is defined in Section 3086 of the Civil Code of California. Signed and sealed this 15TH day of APRIL, 2004. RANDY SPOHN, " Attorney -in -Fact THIS BOND MUST BE RECORDS IN THE OFFICE OF THE COUNTY RECORDER OF THE COUNTY WHERE THE PROPERTY IS SITUATED BEFORE THE WORK IS COMMENCED, IN ORDER TO PROVIDE YOU WITH THE MAXIMUM PROTECTION OF THE BOND AND STATUTES APP OVED AS O FORM: o: 5 13 10 (l JEt�PIFRJGRATH, City Attom- CALIFORNIA, ALL-PURPOSE ACKNOWLEDGMENT State of CALIFORNIA County of ORANGE On L j' Et; - b-1 before me, T. Cox, NOTARY PUBLIC , personally appeared RANDY SPOAN , ® 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 ' T. COX COMM ... 1433359 n WITNESS my hand and official seal. NOTARY PUBLIC-CALIFORNIA --I m ORANGE COUNTY W My Term Exp August 2, 2007 Signature of Notary OPTIONAL Though the data below is not required by law, it may pros e N aluable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER ❑ INDIVIDUAL ❑ CORPORATE OFFICER ❑ PARTNER(S) ❑ LIMITED ® ATTORNEY -IN -FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) DESCRIPTION OF ATTACHED DOCUMENT Tel (973) 624-7200 20WER OF ATTORNE a INTERNATIONAL FIDELITY INSURANCE COMPANY HOME OFFICE: ONE NEWARK CENTER, 20TH FLOOR NEWARK, NEW JERSEY 07102-5207 KNOW ALL MEN BY THESE PRESENTS: That INTERNATIONAL FIDELITY INSURANCE COMPANY, a corporation organized and existing laws of the State of New Jersey, and having its principal office in the City of,Newark, New Jersey, does hereby constitute and appoint RANDY SPOHN Santa Ana, CA. its true and lawful attorney(s)-m-fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, contracts of maemnity and other writings obligatory in the nature thereof, which are or may be allowed, required or permitted by law, statute, rule, regulation, contract or otherwise, and the execution of such instrument(s) in pursuance of these presents, shall be as binding upon the said INTERNATIONAL FIDELITY INSURANCE COMPANY, as fully and amply, to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at its principal office. This Power of Attorney is executed, and may be revoked, pursuant to and by authority of Article 3-Section 3, of the By -Laws adopted by the Board of Directors of INTERNATIONAL FIDELITY INSURANCE COMPANY at a meeting called and held on the 7th day of February, 1p974. The President or any Vice President, Executive Vice President, Secretary or Assistant Secretary, shall have power and authority (1) To appoint Attorneys -in -fact, and to authorize them to execute on behalf of the Company, and attach the Seal of the Company thereto, bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof and, (2) To remove, at any time, any such attorney -in -fact and revoke the authority given. Further, this Power of Attorney is signed and sealed by facsimile pursuant to resolution of the Board of Directors of said Company adopted at a meeting duly called and held on the 29th day of April, 1982 of which the following is a true excerpt: Now therefore the signatures of such officers and the seal of the Company may be affixed to any such power of attorney or any certificate relating thereto by facsimile, and any such power of attorney or certificate bearmg such facsimile signatures or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by facsimile signatures and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. IN TESTIMONY WHEREOF, INTERNATIONAL FIDELITY INSURANCE COMPANY has caused this instrument to be signed and its corporate seal to be affixed by its authorized officer, this 31st day of August, A D. 1998. OAP ��!' �= INTERNATIONAL FIDELITY INSURANCE COMLANY SEAL �" m y 1904 STATE OF NEW JERSEY p County of Essex d j Vice -Pr ident On this 31st day of August 1998, before me came the individual who executed the preceding instrument, to me personally known, and, being by me duly sworn, said the he is the therein described and authorized officer of the INTERNATIONAL FIDELITY INSURANCE COMPANY; that the seal affixed to said instrument is the Corporate Seal of said Company; that the said Corporate Seal and his signature were duly affixed by order of the Board of Directors of said Company. �?�p1a(�� IN TESTIMONY WHEREOF, I have hereunto set my hand affixed my Official Seal, �P �(t� at the City of Newark, New Jersey the day and year first above written. NOTARY L O PUBLIC ' •ir �k y �ER�� A NOTARY PUBLIC OF NEW JERSEY CERTIFICATION My Commission Expires Nov. 21, 2005 I, the undersigned officer of INTERNATIONAL FIDELITY INSURANCE COMPANY do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Section of the By -Laws of said Company as set forth in said Power of Attorney, with the ORIGINALS ON IN THE HOME OFFICE OF SAID COMPANY, and that the same are correct transcripts thereof, and of the whole of the said originals, and that the said Power of Attorney has not been revoked and is now in full force and effect IN TESTIMONY WHEREOF, I have hereunto set my hand this 15th day of April, 2004. Assistant Secretary f e 2000 MAIN STREET May 10, 2004 Cedro Construction, Inc. 120 E. Santa Maria St. Santa Paula, CA 93060 ATTN: Mr. Andrew Cedro OFFICE OF THE CITY CLERK CONNIE BROCKWAY CITY CLERK CALIFORNIA 92648 Re: OC-9 Water Transmission Main Replacement and 12" Water Main — CC-1187 The City Council awarded the bid to your company for the above referenced project. Enclosed is a copy of the executed contract with the City of Huntington Beach. A Declaration of Satisfaction of Claims and a Certificate of Compliance form must be returned to this office after the project is completed but prior to the release of retention funds. In addition, the following item must also be on file, with this office before the City can release any retention funds: A warranty bond guaranteeing the final amount of work and materials for one year. If your performance bond does not include specific wording for a one-year warranty, then a rider or separate bond must be submitted. Should you have any questions or concerns regarding the enclosures or items that must be on file in this office prior to release of retention funds, please call the Public Works -Department at 536-5432. Sincerely, CB:pe cc: Robert F. Beardsley, Public Works Director Enclosures: Copy of Contract including Proposal Copies of insurance/bonds Declaration of Satisfaction Certificate of Compliance Bid Bond (original) g:fol lowup\cashcont\cashcon-letter.doc (Telephone: 714-536-5227 I DECLARATION OF SATISFACTION OF CLAIMS (Name of Contractor) state: 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: i and dated 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 e4her 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") declare under penalty of perjury that the foregoing is true and correct. Executed at (Location) g:followup\cashcont\cashcon2.doc procedure #15 on this day of (Signature of Contractor) , 20 . A PPROVED AS TO FORM kamh FER Md3RATH, City Attorney s lzCity Attorney City of Huntington Beach Department of Public Works 2000 Main Street/P.O. Box 190 Huntington Beach, CA 92648 Subject: Certification of Compliance with Title VII of the Civil Rights Act and Equal Employment Opportunity Act of 1972 Gentlemen: The undersigned, contractor on: 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. (Signature and Title) APPROVED AS TO FORM JEN IFER-McGRATH, CityA#onm, Sarah Sutton uty City Attorney l Z/ Y f/o� g:followup\cashcont\cashcon 1.doc procedure #14 V ANDRCED-01 CAVE DATE (MM/DD/YYYY) AC®R®,, CERTIFICATE JF LIABILITY INSIJ IV�E 4/19/2004 PRODUCER License # OB02587 (805) 987-9727 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Brown & Brown Insurance / MFC&V Insurance Services ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE P.O. Box 2815 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Camarillo, CA 93011-2815 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. —/ INSURERS AFFORDING COVERAGE NAIC # INSURED Andrew Cedro Construction 7s' INSURERA NIC Insurance Company 120 E Santa Maria Santa Paula, CA 93060 INSURER B American States Insurance 19704 t�LT �a P yl _ INSURER c Topa Insurance INSURER D State Compensation Insurance Fund b b INSURER E nwr_r�w�rc 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 DD' NSR F IN POLICY NUMBER POLICY EFFECTIVE DATE MM/DD POLICY EXPIRATION DATE MM DD/YY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X X COMMERCIAL GENERAL LIABILITY GS308858 12/12/2003 12/12/2004 PREMISES Ea occurence $ 50,00 CLAIMS MADE ® OCCUR MED EXP (Any one person) $ 5,00 PERSONAL & ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS - COMP/OP AGG $ 1,000,00 POLICY PE 17 LOC B AUTOMOBILE LIABILITY ANY AUTO 01 CE45213360 10/1 /2003 10/1 /2004 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,00 X BODILY INJURY (Per person) $ ALL OWNED AUTOS SCHEDULED AUTOS X HIRED AUTOS NON -OWNED AUTOS BODILY INJURY (Per accident) $ X PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ ANY AUTO $ AUTO ONLY AGG EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ 1,000,00 C X OCCUR CLAIMS MADE XL17609 12/12/2003 12/12/2004 AGGREGATE $ 1,000,00 $ DEDUCTIBLE $ RETENTION $ WORKERS COMPENSATION AND X TCRY LIMITSOTH- ER E L EACH ACCIDENT $ 1,000,000 D EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED9 586000003504 4/1/2004 4/1/2005 E L DISEASE - EA EMPLOYEE $ 1,000,00 If yes, describe under SPECIAL PROVISIONS below E L DISEASE - POLICY LIMIT $ 1,000,000 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS See attached page. APP OVED AS J NIFER McGRATH, City Attotxxey- rGDTIMrATC unl nGo rAti I ATlnnl V SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION City of Huntington Beach, Department DATE THEREOF, THE ISSUING INSURER WILAVOYLU .MAIL 30 DAYS WRITTEN of Public Works 2000 Main Street NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, B Huntington Beach, CA 92648- AUTHORIZED SENTAT ACORD 25 (2001/08) 9 AGUKU cUKVUKA I wN I VtSS ANDRCED-01 CAVE If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s) If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (2001/08) DESCRIPTION OF OPERATIONS - "ORCED-01 CAVE PAGE 1 OF 1 Andrew Cedro Construction 120 E Santa Maria Santa Paula CA 93060 (10) Days Notices for Non -Payment of Premium City of Huntington Beach, Department of Public Works 2000 Main Street Huntinaton Beach CA 92648- Re: OC-9 Water Transmisssion Main Replacement Project and 12" Water Distribution Main Improvement; Cash Contract No. 1187. The City of Huntington Beach its officers, elected or appointed officials, employees, agents and volunteers are named as Additional Insured under the General Liability. This Policy is Primary and Non -Contributory. A Waiver of Subrogation applies to the Work Comp., per the atached. Policy # C-S3088 THIS ENDORSEMENT CHANGES THE POLICY, PLEASE READ IT CAREFULLY'.% BLANKET ADDITIONAL INSURED ENDORSEMENT (EXCLUDING RESIDENTIAL AND HABITATIONAL) This endorsement modifies Insuranoe provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS (FORM E) CG 20 101185 SCHEDULE Name of Person or Organization: Any person or organization that the named insured is obligated by virtue of a written contract or agreement to provide insurance such as is afforded by this policy, provided the Company is notified in writing within 20 days of the inception of the contract or agreement, or the Inception of this policy, whichever is later. WHO IS AN INSURED (Section 11) is amended to include as an insured the person or orgarilzation shown in the Schedule, but only with respect to liability arising out of "your work" for that insured by or for you, The fallowing additional provisions apply to any entity that is an insured by the terms of this endorsement. Primary Wording If required by written contract or agreement: Such insurance as is afforded by this policy shall be primary insurance, and any insurance or self-insurance maintained by the above additional insureds) shall be excess of the insurance afforded to the named insured and shall not oontribute to it. 2. Waiver of Subraoation If required by written contract or agreement: We waive any right of recovery we may have" against an entity that is an additional insured per the terms of this endorsement because of payments we make for injury or damage arise ng out of "your work" done under a contract with that person or organization. Neither the coverages provided by this Insurance policy nor the provisions of this endorsement shall apply to any claim arising out of the sole negligence of any additional insured or any of their agentslemployees. This endorsement does not apply to any work involving or related to properties intended for permanent residential or habitatiorial occupancy. The words "you" and "your" refer to the Named Insured shown in the Declarations. "Your work" means work or operations performed by you or on your behalf; and materials, parts or equipment furnished in connection with such work or operations. ANF 160 (912003) CE 11ICATE HOLDER COPY STATE P.O. BOX 420807, SAN FRANCISCO, CA 94142-0807 COMPENSATION INSURANCE FUN ® CERTIFICATE OF WORKERS' COMPENSATION INSURANCE APRIL 19, 2004 GROUP: 000586 POLICY NUMBER- 35-2004 CERTIFICATE ID 89 CERTIFICATE EXPIRES: 04-01-2005 31. .04-01-2004/04-01-2005 CITY OF HUNTINGTON'BEACH DEPARTMENT OF PUBLIC WORKS 2000 MAIN STREET HUNTINGTON BEACH CA 92648 OC-9 WATER TRANSMISSION MAIN® REPLACEMENT PROJECT AND 12" WATER® DISTRIBUTION MAIN IMPROVEMENT;® CASH CONTRACT NO.1187 This is to certify that we have Issued a valid Worker's Compensation Insurance policy In a form approved by the California Insurance Commissioner to the employer named below for the policy period indicated:, This policy is not subject to cancellation by the Fund except upon 30 days advance written notice to the employer We will also give you 30 days advance notice should this policy be cancelled prior to its normal expiration This certificate of Insurance is not an insurance policy and does not amend, extend or alter the coverage afforded by the policies listed herein. Notwithstanding any requirement, term or condition of any contract or other document with respect to which this certificate of insurance 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 �6� 6� c . &&� AUTHORIZED REPRESENTATIVE x< PRESIDENT, r f EMPLOYER'S LIABILITY LIMIT INCLUDING DEFENSE COSTS: $1,000,000 PER OCCURRENCE ENDORSEMENT #2065 ENTITLED CERTIFICATE HOLDERS" NOTICE EFFECTIVE 04-01-2002 IS ATTACHED TO AND FORMS A PART OF THIS POLICY. ENDORSEMENT #2570 ENTITLED WAIVER OF SUBROGATION EFFECTIVE 04-19-2004 IS ATTACHED TO AND FORMS A PART OF THIS POLICY. THIRD PARTY NAME: CITY OF HUNTINGTON BEACH ENDORSEMENT #2065 ENTITLED CERTIFICATE HOLDERS' NOTICE EFFECTIVE 04-01-2004 IS ATTACHED TO AND FORMS A PART OF THIS POLICY. EMPLOYER CEDRO CONSTRUCTION, INC (AKA) CEDRO, ANDRZE J 120 E SANTA MARIA ST SANTA PAULA CA 93060 AND/OR CEDRO, ANDREW AND/OR AP OVED AS TO FORM. ,A/10y J NIFER McGRATH, City Attorney SCIF 10262E rEPF-UI: RR 1 - I Company Profile Page 1 of 2 INTERNATIONAL FIDELITY INSURANCE ONE NEWARK CENTER 20TH FL NEWARK, NJ 07102-5207 Agent for Service of Process KEVIN CHAMBERS, 1575 TREAT BLVD. SUITE 208 WALNUT CREEK, CA 94598 Unable to Locate the Agent for Service of Process? Reference Information NAIC #: 11592 NAIC Group #: 0000 California Company ID #: 4341-4 Date authorized in California: February 09, 1996 License Status: UNLIMITED -NORMAL Company Type: Property & Casualty State of Domicile: NEW JERSEY 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. SURETY Company Complaint Information Company Enforcement Action Documents http://cdinswww.insurance.ca.gov/pls/wu_co_prof/idb_co-Prof utl.get_co prof?p_... 4/28/2004 Company Profile Page 2 of 2 y Company Performance & Comparison Data Composite Complaint Studies Want More? Help Me Find a Company Representative in My Area Financial Rating Organizations Last Revised - April 26, 2004 02:22 PM Copyright © California Department of Insurance Disclaimer http://cdinswww.insurance.ca.gov/pls/wu_co_prof/idb_co_prof utl.get_co_prof?p_... 4/28/2004 BOND NO.:CEDCO-164 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 laves 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 OC-9 WATER TRANSMISSION MAIN REPLACEMENT PROJECT 12" WATER MAIN IMPROVEMENTS, JOB/BID NO. 1187-PHASE I 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 25TH day of MARCH, 2004. BY: INTERNATIONAL BY: RANDY SPOHN, Attorney -in -Fact Tel (1973) 62 ,-7200 P U ER OF ma it T IRNI EA,r TER-INAr?-'IONAL FIDE TY INSURLAACE CONPANY liO IE OFFICE. ONE 112 A.RK CL vTEk, 20TiI Fi,00R NEWARK, NE',i' JERSEY 07102-5207 FO:: DID BOINDIMERXONSENTS"Ar, FIDAVITS KNOW ALL MEN BY THESE PRESENTS. That I.NTERNATIONAL FIDELITY INNSURANCE CO:NIPA,YY, a corporation organised and existLig lass of the Sate of Mew Jersey, and having :'s a'c+Pal office in dle C•,; of Newark, New Jersey, does he, -coy constautc and appoint R.r"il`lMy SPORN Santa 21sna, CA. its true and lawful nttorncy(s)-m-fact to execute sca, and deliver for and o- its behalf as surety, any and all bonds and undertakings, contracts of indemnity and ohner writings obligatory in the nature thereof, ,+et: are or cony be allowcu, required or pernatted by law, saturc, rule, regulation, contract or otherwise inch:ding any and all conscrts for :he release of e;awed percentages and/or final estunates on engineering and construction contracts required by the Deppartment of Transportation, State of Florida, and the c*ec_:-on of such +nstrumenNs) pursuance of tliese presents, shall be as binding upon the said INTERNATIONAL FIDELITY INSURANCE COMPANY, as fu:i: and amply, to ai! intents and purposes, as if die same had teen duly executed and acknowledged by its regularly elected officers at its principal office This Power of Attorney is executed, ant! ma, cvokcd pursu,ir,t to by au homy of A ucle 3-Secuoi 3, of the By -Laws adopted by d,e Board of Directors of 1NTi RNA'1IONAL FIDELI"I't L�SLILINCE CO`WANY at a meeting called and held or C;c 7di day of February, .974. The President or any Vice Presidcnt, Exect,w c':.cc President, Secretary or Assistant Secretary, shall have lower and audnonty (I) To appoint Attorneys-ir.-fact, and to au!r^r zc them to execute on behalf of file Company, and attach 4;e Seat of the Company thereto, bonds and undcrakmgs, contracts of indemnity and -,C:cr writings obligatory in the nature thereof and, (2) To remove, at any time, any such attomc- -vi-fact and revoke flu authors y given Further, this Power of Attorney is signed an-, sealed by facsimile pursuant to resolution of the Board of Directors of said Company adopted at a meeting duly called and held on the 29th day of Aor,!, -M of which dnc following s a =c excerpt: Now therefore the signatures of such officers arc the seal of the Company may be affixed to any such Power of attorney or any certificate relating thereto by facsimile, and any such po1.vcr of attorney or ccn mate bearing such facstrule signatures or facsimile seat shall be valid and bindin^ upon Lhe Company axed any such power so executed and certified by facs. rite signatures and facsimile seat shall be valid aid binding upon the Company in & future widt respect to any bond or uncle; akrrg to wlrr_h it is attached. TV /4 IN TEST MCNY WHEREOF, INTERNATIONAL FIDELITY INSMkNCE COMPANY has caused this insL*ument to be signed and con,:orate sea! to be affixed by its aud,or[zed officer, this 3.st dry of August, A.D. 1998. �l INTERN AT:ON .L FIDELITY L'VSURANCE COIN . NY S:-:AL F � c-> STATZ OF NNE JERSEY r-^ 19 04, 4 County of Essex Secretly, On L`us 31st day of August 1998, before ^:e came file individual who executed the recedin instrument to me persona!i known, and, being by me duly sworn, said the he is the tLerem descr:bcd ar,, at-,innzed officer of the INTERNATIONAL FIDELI Y fNSURANCE COMPANY; Cnat the seal affixed to said instrument is ti,c Corporate Seal of said Co•npany; dint the said Corporate Seal and his signature were duly affixed by order of the Board of Directors of said Company. )Y-,- IN TESTLMSIti WHEU01', I have i,ereunto set my hand affixed my ,^ilia! Seat, D-'at the City er: e+nark, Ncw Jersey tl' c day and year first above written. NOTa4 - A NO"':\RY PUBLIC OF N%ZV JERSEY CERTIFICATION My Con-un.ssioi Expires Nov. 21, 2005 1.the undersigned of tccr of INTERNAT:C.NAL FIDELITY INSLTiANCE CO`.LPANY do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and C.ie coy,' if u.e Section of the By -Laws of said Company as set forth .n said Power of Attorney, with the ORIGINALS ON IN THE HOME OFFICE CF SAID COMP,'.', , znd that the same are correct trarscr[pts f:crcof, znd cf t.ic whole of the said originals, and that the said Power of Attorney has lot beer revoked and is no,; . : force and effect M IN TESTIhIONY fit; HL-isEOr, I have ;:ere,.i:o set my hard this 2 5 h day of March, •, _ 0 Assis:a�t Sccro;ary CALIFOWN71A ALL-P RPOSE ACKNOWLEtDGNIENT State of CALIFORNIA County of ORANGE On 3 -,�q l:�L-1 before rne. T. Cox, NOTARY PUBLIC personally appeared RANDY SPOIIN , ❑ personally known to me -OR- ---2� > T. COX m M : ' COMM ... 1433359 n NOTARY PUBLIC-CAUFORNIA W U ORANGE COUNTY m My Term Exp. August 2, 200i 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. Signature of Notary OPTIONAL AL Though the data below is not required by laii, it rna� pr,oNe valuable to persons rehing on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIINIED BY SIGNER ❑ PDIVIDUAL ❑ CORPORATE OFFICER ❑ PARTNER(S) ❑ LIMITED (Z' ATTORNEY -IN -FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR OTHER: SIGNER IS REPRESENTING: NAINTE OF PERSON(S) OR ENTITY(IES) DESCR;?TION OF ATTACHED DOCUMENT CITY OF Eo�NTINGTON BEACH REQUEST FOR LEGAL SERVICES Jennifer McGrath, City Attorney RLS No. Assn To Date Date: Request made by: Telephone: Department: April 29, 2004 Eric R. Charlonne x-5430 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 Attorne 's Office receives the RLS. This reque t a revi ed and approved. ignature of EWartment Head P COMMENTS Please identify all attachments to this RLS. Please review and approve "As To Form" the attached Public Works Contract, Insurance, and Bonds from Cedro Construction, Inc. for the new OC-9 Transmission Main and 12" Watermain Replacement, Cash -Contract No. 1187. Attached: Original Public Works Contract w/ Attachment "A" Performance Bond, # 0371967, one set Payment Bond, # 0371967, one set Insurance Profile Insurance ACORD Form, one set inn(99 WPin ,�M 0 3 2004 amity of Huntington aeach Citl9 Attornev's Moo ::e-lgo -7- Shaded ,areas,for City=Attorney's Office=use only. _ . This"r-equest fortegal:°Seivices has been_assigned"to 'Attorney' extension His/her secretary is-, v = , extension Notes: �, _ Date.CoMpVeted: RLS-check contract doc 4/29/2004 9:48 AM CITY OF HUNTMGTON BEACH 2000 Main Street Robert F Beardsley, P E Director April 6, 2004 Cedro Construction, Inc. Mr. Andrew Cedro, President 120 E. Santa Maria Street Santa Paula, CA 93060 Dear Mr. Cedro: P O Box 190 California 92648 Department of Public Works (714)536-5431 Subject: OC-9 Water Transmission Main Replacement Project and 12" Water Distribution Main Improvement; Cash Contract No. 1187 You have been awarded the Public Works contract for the above improvement projects. Please have the appropriate individuals) sign the enclosed contract and return the document to me at the above address along with the required documents listed below: 1. Certification of Insurance: This certificate must include an endorsement naming the City, its agents, officers, and employees as additionally insured, and the cancellation clause must be modified. 2. Performance Bond: 100% of the contract price. Please note this bond should also include specific wording guaranteeing the work for a period of one year after the City's acceptance thereof. 3. Labor/Material Bond: 100% of the contract price. If you have any , questions or concerns regarding the contract or other required documents, please contact me at (714) 536-5423. Rogerf A. Martinez Co struction Division C: Sudi Shoja, Construction Manager Eric R. Charlonne, Contract Administrator File 1187, "General Correspondence" G:\ Construction Contracts\CCl 187\ Coress \Construction Requirements CITY FUNDED CONSTRUCTION CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND CC1Js C--t1C14 ? INC. FOR - � 2 V�/�T - pIS�[�-IMITI®N MAIN Icy 20yf-m r-+A- -�N -r- NT T' #' 1167 r� THIS AGREEMENT ("Agreement") made and entered into this �9_ day of &K / L- 20 0-4, by and between the City of Huntington Beach, a municipal corporation of the State of California, hereinafter referred to as "CITY," and 6;9?F-v Cjo4CM0-4 , INC, . a California GoN hereinafter referred to as "CONTRACTOR." WHEREAS, CITY has solicited bids for a public works project, hereinafter referred to as "PROJECT," more fully described asN �2�� 1N j�S-TR^l'(1bfl i�Pd1V IMi�—° in the City of Huntington M �►T; �sH �•1T � I l �, . 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/foams/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 L�?-�Ur,�X'"[`� rt-�5N4P-�C H�IN --?4Jfl Dollars ($ 2� r ' ), 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 t4l N P—.ry () 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 consU4-03 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. Only bonds issued by California admitted sureties will be accepted. CONTRACTOR shall, prior to its performance of this Agreement, furnish the following two (2) bonds approved by the City Attorney: One in the amount of one hundred percent (100%) of the contract price to guarantee the CONTRACTOR's faithful performance of the work, and one in the amount of one hundred percent of the contract price to guarantee payment of all claims for labor and materials furnished. In addition, CONTRACTOR shall submit to CITY a bond in the amount of one hundred percent (100%) of the final contract price, including all change orders, to warrant such performance for a period of one (1) year after CITY's acceptance thereof within ten (10) days of filing of the Notice of Completion. 9. WARRANTIES CONTRACTOR unconditionally guarantees all work done under this Agreement including, but not limited to, any workmanship, installation, fabrication, material or structural facilities constructed. CONTRACTOR, within ten (10) days after notice by CITY of any defect in the work, shall have the option to make appropriate repairs or replace agree/forms/city const/4-03 6 the defective item or items. Upon expiration of such ten (10) day period, CITY may then make appropriate repair or replacement at CONTRACTOR's risk and own cost and expense. 10. INDEPENDENT CONTRACTOR It is understood and agreed that CONTRACTOR is, and shall be, acting at all times hereunder as an independent contractor and not an employee of CITY. CONTRACTOR shall secure at its own cost and expense, and be responsible for any and all payment of all taxes, social security, state disability insurance compensation, unemployment compensation and other payroll deductions for CONTRACTOR and its officers, agents and employees and all business licenses, if any, in connection with the PROJECT and/or the services performed hereunder. 11. LIQUIDATED DAMAGES/DELAYS It is agreed by the parties hereto that in case the total work called for hereunder is not in all parts and requirements finished or completed within the number of calendar days as set forth herein, damage will be sustained by CITY; and that it is, and would be, impractical and extremely difficult to ascertain and determine the actual damage which CITY would sustain in the event of and by reason of such delay. It is, therefore, agreed that CONTRACTOR will pay to CITY, as liquidated damages and not as a penalty, the sum of CIF -t N� - d �. Dollars- ($ t —� per of r 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 11 17. WAIVER OF CLAIMS The acceptance by CONTRACTOR of the payment of the final certificate shall constitute a waiver of all claims against CITY under or arising out of this Agreement. 18. INDEMNIFICATION, DEFENSE, HOLD HARMLESS CONTRACTOR hereby agrees to protect, defend, indemnify and hold harmless CITY, its officers, elected or appointed officials, employees, agents, and volunteers from and against any and all, claims, damages, losses, expenses, judgments, demands defense costs, and consequential damage or liability of any kind or nature, however caused, including those resulting from death or injury to CONTRACTOR's employees and damage to CONTRACTOR's property, arising directly or indirectly out of the obligations or operations herein undertaken by CONTRACTOR, caused in whole or in part by any negligent act or omission of the CONTRACTOR, any subcontractors, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, including but not limited to concurrent active or passive negligence, except where caused by the active negligence, sole negligence, or willful misconduct of the CITY. CONTRACTOR will conduct all defense at its sole cost and expense and CITY shall approve selection of CONTRACTOR's counsel. This indemnity shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by CONTRACTOR. 19. WORKERS' COMPENSATION AND EMPLOYER'S LIABILITY INSURANCE Pursuant to California Labor Code Section 1861, CONTRACTOR acknowledges awareness of Section 3700 et seq. of this Code, which requires every employer agree/forms/city const/4-03 12 to be insured against liability for workers' compensation; CONTRACTOR covenants that it will comply with such provisions prior to commencing performance of the work hereunder. CONTRACTOR shall obtain and furnish to City workers' compensation and employer's liability insurance in an amount of not less than the State statutory limits. CONTRACTOR shall require all subcontractors to provide such workers' compensation and employer's liability insurance for all of the subcontractors' employees. CONTRACTOR shall furnish to CITY a certificate of waiver of subrogation under the terms of the workers' compensation and employer's liability insurance and CONTRACTOR shall similarly require all subcontractors to waive subrogation. 20. INSURANCE In addition to the workers' compensation and employer's liability insurance and CONTRACTOR's covenant to defend, hold harmless and indemnify CITY, CONTRACTOR shall obtain and furnish to CITY, a policy of general public liability insurance, including motor vehicle coverage covering the PROJECT. This policy shall indemnify CONTRACTOR, its officers, employees and agents while acting within the scope of their duties, against any and all claims arising out or in connection with the PROJECT, and shall provide coverage in not less than the following amount: combined single limit bodily injury and property damage, including products/completed operations liability and blanket contractual liability, of One Million Dollars ($1,000,000) per occurrence. If coverage is provided under a form which includes a designated general aggregate limit, the aggregate limit must be no less than One Million Dollars ($1,000,000) for this PROJECT. This policy shall name CITY, its officers, elected or appointed officials, employees, agents, and volunteers as Additional Insureds, and shall specifically provide that any other insurance agree/forms/city const/4-03 13 coverage which may be applicable to the PROJECT shall be deemed excess coverage and that CONTRACTOR's insurance shall be primary. Under no circumstances shall said above -mentioned insurance contain a self -insured retention, or a "deductible" or any other similar form of limitation on the required coverage. 21. CERTIFICATES OF INSURANCE; ADDITIONAL INSURED ENDORSEMENTS Prior to commencing performance of the work hereunder, CONTRACTOR shall furnish to CITY certificates of insurance subject to approval of the City Attorney evidencing the foregoing insurance coverages as required by this Agreement; the certificates shall: 1. provide the name and policy number of each carrier and policy; 2. state that the policy is currently in force; and 3. promise to provide that such policies will not be canceled or modified without thirty (30) days' prior written notice of CITY. CONTRACTOR shall maintain the foregoing insurance coverages in force until the work under this Agreement is fully completed and accepted by CITY. The requirement for carrying the foregoing insurance coverages shall not derogate from the CONTRACTOR's defense, hold harmless and indemnification obligations as set forth under this Agreement. CITY or its representative shall at all times have the right to demand the original or a copy of all the policies of insurance. CONTRACTOR shall pay, in a prompt and timely manner, the premiums on all insurance hereinabove required. CONTRACTOR shall provide a separate copy of the additional insured endorsement to each of CONTRACTOR's insurance policies, naming CITY, its officers, agree/forms/city 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 '/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 fled 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: City of Huntington Beach ATT N:e ..r i N- wl 2000 Main Street Huntington Beach, CA 92648 agree/forms/city const/4-03 17 TO CONTRACTOR: 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 CITY's consent/approval is required under this Agreement, its consent/approval for one transaction or event shall not be deemed to be consent/approval to any subsequent occurrence of the same or any other transaction or event. 38. SURVIVAL Terms and conditions of this Agreement, which by their sense and context survive the expiration or termination of this Agreement shall so survive. 39. MODIFICATION No waiver or modification of any language in this Agreement shall be valid unless in writing and duly executed by both parties. 40. ENTIRETY The parties acknowledge and agree that they are entering into this Agreement freely and voluntarily following extensive arm's length negotiation, and that each has had the opportunity to consult with legal counsel prior to executing this Agreement. The parties also acknowledge and agree that no representations, inducements, promises, agreements or warranties, oral or otherwise, have been made by that parry or anyone acting on that party's behalf, which are not embodied in this Agreement, and that that 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 By: .4N/J2Ecv G�/�iZ,o print name ITS: (circle one) Chairma /President ice President CITY OF HUNTINGTON BEACH, a municipal corporation of the State of California c .a. Mayor ATTEST: City Clerk AND By: ' -� APPROVED AS TO FORM: print name, ITS: (circle one, Secretary/ hief Financial Officer/Asst Clty ttorney Secretary - Treasure INITI AND APP D: oe Director of Public Works City Administratoi - agree/forms/city const/4-03 21 REVISED SECTION C PROPOSAL for the OC-9 WATER TRANSMISSION MAIN REPLACEMENT in Newland Street from Warner Avenue to Edinger Avenue and 12" WATER DISTRIBUTION MAIN IMPROVEMENT in Newland Street from Warner Avenue to Heil Avenue CONSTRUCTION CONTRACT No. 1187 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 90 calendar days, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and , that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 ADDENDUM 1 REVISED SCHEDULE A PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. Description Quantity Unit Cost Cost SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT 1. Mobilization 1 LS $ 77 oce $ ?' oc o 2. Furnish and install 30-inch PVC pipeline C905, CL235 pipeline with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. 60 LF $ 015 $ e 01 '?CC 3. Furnish and install 24-inch PVC pipeline C905, CL235 with nitrile (NBR) gaskets, including all fittings -and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, . surface repair, and thrust restraint, as shown on these 21S l 90/ 4- plans, complete and in place. 886 LF $ $ 4. Furnish and install 20-inch PVC pipeline C905, CL235 with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these /71' Tans, complete and in place. 4417 LF $ $76,15 5. Furnish and install 20-inch PVC pipeline C905, CL235 with nitrile (NBR) (San Diego Freeway 405 crossing) gaskets, including all fittings, and appurtenances, insulators, pipe seals, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, jacking pit, backfill, surface repair, and thrust restraint, as shown on ¢��2 40 these plans, complete and in lace. 256 LF $ $ 6. Furnish and install 30-inch ID steel casing, 0.25" wall thickness (San Diego Freeway 405 crossing) including all fittings, and appurtenances, insulators, pipe seals, pavement sawcutting and removal, excavation, jacking pit, backfill, and surface repair as shown on these plans, /�5 �7, 3 complete and in lace. 256 LF $ $ 7. Remove existing 22" CML and C steel pipe from existing 36" ID casing San Diego Freeway 405), including M C-2 DADocuments and SettingsWebowN oral SettingsWemporary Internet FileNLKEVNewland Bid A Addendum 103-1 &04.doc ADDENDUMD i 0 REVISED SCHEDULE A PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. Description Quantity Unit Cost Cost SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT pavement sawcutting and removal, excavation, backfill, surface repair and disposal of pipe, cleaning of the inside of 36" casing for receiving the 30" ID casing as shown on these plans, internal inspection of existing casing, 1 LS $/ $ 4Zi752. complete and in place. 8. Furnish and install 30" butterfly valve, including 'valve box and appurtenances, complete and in place. , 4 EA $ q8z $ 35 sob 9. Furnish and install 24" butterfly valve, including valve box and appurtenances, complete and in place. 2 EA $ S!U? 3 $ /Dl/¢Co 10. Furnish and install 20" butterfly valve, .including valve box and appurtenances, complete and in place. 6 EA $ S 41 75 $ 2- 5, 11. Furnish and install 16" butterfly valve, including valve box and appurtenances, complete and in place. 1 EA $ 3 0 ? k $ 3, a 9( 12. Furnish and install 12" resilient wedge gate valve, including valve box and appurtenances, complete and in lace. 1 EA $ $ 13. Furnish and install 24" cut -in valve including valve, valve box and appurtenances, removal of existing pipe, butt strap, fittings, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. 11+ 00 e� Warner Avenue). 1 EA $ $ 14. Connect proposed 12" PVC well line C900 CL200 at sta 142+42.23, including all fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as 54-U0 5400 shown on these plans, complete and operative in place. 1 EA $ $ 15. Connect proposed 16" PVC well line C905 CL235 at sta 142+55.83. Including all fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as 3 r 3 shown on these plans, complete and operative in place. 1 EA $ $ 16. 20" channel crossing at sta 148+86.62 to sta 149+46.72, including all piping, fittings, casing, pump out and F2 C-3 WDocuments and SettingAdebowd\Local Senings\Temporary Internet Files\OLKSEWewland Bid A Addendum 103-IS-04.doc ADDENDUM 1 — /l J REVISED SCHEDULE A PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. Description Quantity Unit Cost Cost SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 1 EA $ $ ¢3i 17. Connect proposed 20" water transmission main to existing 24" main at sta 181+20f including all fittings, appurtenances, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in s�GS GS lace. 1 EA $ $ 18. Connect proposed 20" water transmission main to existing 24" main at sta 182+07± including all fittings, appurtenances, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in 6107 4 lace. 1 EA $ $ /;Izp 19. 16" channel crossing at sta 172+02t per City STD 621, including all piping, fittings, casing, pump out and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 1 EA $ 23100 $ Z3, oav 20. 12" channel crossing at sta 173+00± per City STD 621, including all piping, fittings, casing, pump out and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these Tans, complete and operative in place. 1 EA 21. Furnish and install pump out assemblies, including all valving, fittings, and appurtenances, as shown on these fans, complete and in place per Detail 7 Sheet 15. 9 EA $ 3 (SOO $ goo 22. Furnish and install air and vacuum assemblies, including all valving, fittings, and appurtenances, as shown on these Tans, complete and in place. 8 EA $ $ ?.oj o00 23. Cut, cap/plug and abandon existing waterline, including all appurtenances, as shown on these plans, complete and i' �vd n o in place. 10 1 EA $ $ C-4 D:1Documents and Settings\debowdUcal Settings\Tempowry Internet Fi1esMK8BWew1and Bid A Addendum 103-1g-04.doc ADDENDUM 1 REVISED SCHEDULE A PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. Description Quantity Unit Cost Cost SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT 24. Abandon valve in closed position, including removal and disposal of valve box and cover, backfill, and surface G Z S repair, complete and in place. 12 EA $ $7, 5od 25. Remove and Salvage Valve, including removal and disposal of interfering pipeline, and cutting and sealing of pipe ends, complete and in place. 6 EA $ $ 4r $ov 26. Remove and replace concrete cross gutter, as shown on these plans, complete and in place. 120 LF $ 6 5 $ �, f, av�> 27. Remove and replace concrete gutter, as shown on these Tans, complete and in place. 105 LF $ $ , 28. Remodel sewer connection per APWA STD 223-1, including pipe, all fitting and appurtenances, pavement saw cutting and removal, excavation, backfill, surface repair as shown on these plans, complete and in place. 14 EA $ 9do $12/ 44 29. Reconstruct traffic signal loop detector per the standard special provisions for the construction of traffic signals and lighting systems in Huntington Beach-2001 edition. 28 EA $ !�.S $ solo n 30. Chlorination and testing of all new water mains and appurtenances, complete and in place. 1 LS $ $ /d000 31. Prepare Traffic Control Plan and provide traffic control 1 LS $ $ throughout work area. 32. Furnish and install asphalt slurry seal in accordance with the specifications, including but not limited to, area over trench and "t" section, and all appurtenant material, equipment and labor. 106,000 SF $ d $2$i kzo 33. Shoring, Sheeting, and/or Bracing as required. 1 LS $6o aoo 1 $ ge0 -"o 34. Demobilization and Cleanup 1 LS $ 1 Z o&o $ t 2 o d Total Amount for Schedule A OC-9 Water Transmission Main Replacement cc5 �� 4611 City of Huntington Beach $ Total Am ant for Schedule A All Bid Items in Words ll� Dix M' icy 11, A v l\f v '40 C-5 DADocuments and SettingsWebowd\Local SeWngs\Ternporary Internet Files\OLKSONewland Bid A Addendum 1 03-18.04.doe ADDENDUM 1 REVISED SCHEDULE A PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. Description Quantity Unit Cost Cost SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT Notes: All extensions of unit prices will be subject to verification by the Owner. In case of variation between the unit price and the extension, the unit price will govern. The Owner reserves the right to reject any or all proposals and bid items. C-6 IEEE) DADocurrents and Settings\debowdl4cal Settings\Temporary Intemet FileAOLKWNewlend Bid A Addendum 1 03-1 ".doc REVISED SCHEDULE B PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. Description Quantity Unit Cost Cost SCHEDULE B BASE BID PRESSURE REDUCING STATION WEST ORANGE COUNTY WATER BOARD 1. Mobilization 1 LS $ 47 $ 9 ;Z6 Furnish and install pressure reducing and meter station including 14" pressure reducing valve, 14" flow meter, steel piping from sta 191+01.88 to sta 191+61.70, hinges and appurtenances, air and vacuum releases, retaining wall, chain link fence, conduit piping, concrete pad, sidewalk, driveway, pavement sawcutting and removal, excavation, backfill, surface repair and thrust restraint as shown on these plans, complete and in lace. 1 EA $ �i ¢�5 $ 97, ¢?S 3. Furnish and install electrical service controls and SCADA system including all panels, wiring, conduits, antenna, antenna pole, cabinets and appurtenances, driveway, sidewalk and pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place, 1 EA 4. Chlorination and testing of all new water mains and appurtenances, complete and in place. 1 LS $ ?.GSZ $ 2,GSZ 5. Prepare Traffic control plan and provide traffic control 1 EA $ $ throughout work area. I 1 0zf- 1 4-14 z b 6. Shoring, Sheeting, and/or Bracing as required. 1 LS $ �co' $ 3 ¢� 7. Demobilization and Cleanup1 LS 1 $ 4. tool $ 4-, aoo Total Amount for Schedule B Pressure Reducing Station oa /¢¢ West Orange County Water Board $ 7-:7 Total Amount for sche ule B for All Bid Items in Words Notes: All extensions of unit prices will be subject to verification by the Owner. In case of variation 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. ]:\HUN nl 149ASPEONewland Bid B 03-1".&C C-7 =DENDUM z REVISED SCHEDULE C PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Description Size Unit Total No. Quantity Unit Cost Cost SCHEDULE C BASE BID 12" WATER DISTRIBUTION MAIN IMPROVEMENTS 1. Mobilization 1 LS $/S $ 4 a� 2. Furnish and install 12-inch PVC C900-CL200 pipeline with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these Tans, com lete and in place. 3190 LF 3. Furnish and install 8-inch PVC C900-CL200 pipeline with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these Tans, complete and in place. 280 LF $ /S/ $ 36/G60 4. Furnish and install 6-inch PVC C900-CL200 pipeline with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these I z% Tans, complete and in place. 280 LF $ $ 5. Furnish and install 12" resilient wedge gate valve, including valve box and appurtenances, complete and in lace. 8 EA $ 2 s /G $ i 6. Furnish and install 8" resilient wedge gate valve, including valve box and appurtenances, complete and in place. 4 EA $ 6 Z 5 $ 3 , 3 ov 7. Furnish and install 6" cut -in valve including valve, valve box and appurtenances, removal of existing pipe, fittings, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these Tans, complete and in place. 1 7 EA $ 3, 000 $ Z1 °d C-8 GE) l i REVISED SCHEDULE C PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Description Size Unit Total No. Quantity Unit Cost Cost SCHEDULE C BASE BID 12" WATER DISTRIBUTION MAIN IMPROVEMENTS 8. Furnish and install 8" cut -in valve including valve, valve box and appurtenances, removal of existing pipe, fittings, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these Tans, complete and in lace. 9 EA $ 3i 9� $ 3S low 9. Furnish and install 12" cut -in valve including valve, valve box and appurtenances, removal of existing pipe, fittings, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in lace. 1 EA $ S 5� $ s' �� 10. Furnish and install temporary inverted siphon with no valves and pumpout Sta 22+96t including pipe, fittings, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. 1 EA 11. Connect proposed 12" water main to existing 8" main, Sta 09+61f, including all fittings, temporary blowoffs, pressure testing, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 1 EA $ $ � s 12. Connect proposed 12" water main 20" transmission main,Sta 11+10±, (Warner Ave.) including all fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 1 1 1 LF $ 61 $ 4,t 70a C-9 GEUDM, l l REVISED SCHEDULE C PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Description Size Unit Total No. Quantity Unit Cost Cost SCHEDULE C BASE BID 12" WATER DISTRIBUTION MAIN IMPROVEMENTS 13. Connect proposed 12" water main at existing 8" main, Sta 12+13f, (Glasslow Circle) including valve, all fittings, and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these Zo Tans, complete and operative in place. 1 EA $ ¢ $ 14. Connect proposed 12" water main at existing 8" main, Sta 13+15± (Tamara Dr.), including valves, all fittings, inverted siphon, temporary connection to existing 4" ACP and appurtenances, temporary blow off, pressure tests, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these fans, complete and operative in place. 1 EA $ Si 290 $ 15. Connect proposed 12" water main at existing 6" main, Sta 15+02f (Merle Cir.), 22+05t (Howard Circle) 24+07f (Orinda Circle), 30+04f (Judy Circle), 32+59t (Donald Circle), 35+18± (Lois Circle), including all valving, fittings, temporary blowoffs, pressure testing, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as ��'�° Z 61 4t� shown on these plans, complete and operative in lace. 6 EA $ $ 16. Furnish and install siphon with no valves Sta 17+09f to Sta 17+49f including pipe, fittings, and appurtenances, temporary blow off, pressure test, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in G Z•► o �� Z� lace. 1 I EA $ $ C-10 ADDENDUM 1 REVISED SCHEDULE C PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Description Size Unit Total No. Quantity Unit Cost Cost SCHEDULE C BASE BID 12" WATER DISTRIBUTION MAIN IMPROVEMENTS 17. Connect proposed 12" water main at existing 8" main, Sta 19+00± (Arnett Dr.), including valves, all fittings, inverted siphon, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 1 EA $ S Z� $ S! Zoo 18. Connect proposed 12" water main at existing 6" main, Sta 25+53t and 32+05f Fire Hydrant Leads, including all fittings, inverted siphon, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 2 EA 19. Connect proposed 12" water main at existing 8" main, Sta 27+39f (Lamar Dr.), including valves, piping, all fittings and appurtenances, temporary blow off, pressure test, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these Tans, complete and operative in place. 1 EA 0. Connect proposed 12" water main at existing 6" main, Sta 31+50f (Brush Ave.), including valve, piping, all fittings, inverted siphon, and appurtenances, temporary blow off, pressure test, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 1 EA $ $ 21. Connect proposed 8" water main bypass at existing 8" main, Sta 36+60t (Heil Ave.), including all temporary valving, permanent valves, piping, fittings, temporary connection to existing 8" water main, and appurtenances, temporary blow off, pressure test, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and 41300 S 3 coo operative in lace. 1 EA $ $ C-11 ADDENDUM 1 M REVISED SCHEDULE C PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Description Size Unit Total No. Quantity Unit Cost Cost SCHEDULE C BASE BID 12" WATER DISTRIBUTION MAIN IMPROVEMENTS 22. Connect proposed 12" water main at existing 12" main, Sta 15+48±, (Edinger Avenue), including all fittings, temporary blowoffs, pressure test, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these S� fans, complete and operative in place. 1 EA $ $ 23. Furnish and install new fire hydrant assembly, including fire hydrant, bury, piping, appurtenances, excavation, backfill and surface repair, as shown on these plans, complete and in place. 1 EA 24. Furnish and install air and vacuum assemblies, including all valving, fittings, and appurtenances, as shown on these Tans, complete and in place. 3 EA $ 25. Furnish and install new 1" polyethelyne water service, including piping, fittings, valving, abandonment of existing line, trench excavation, pipe bedding, backfill, compaction, reconnection to customer side, and appurtenances, complete and operative in place. 29 EA $ 916 $ 25� Leo 26. Cut and cap/plug existing waterline, including all appurtenances, as shown on these plans, complete and in lace. 23 EA $ 4 0 79 $ 2 47 0/7 27. Abandon valve in closed position, including removal and disposal of valve box and cover, backfill, and surface repair, complete and in place. 3 EA $ % $ 28. Remove and salvage valve, including removal and disposal of interfering pipeline, and cutting and sealing of pipe ends, complete and in place. 3 EA $ Oc-d' $ 2, 400 29. Remove and replace concrete cross gutter, as shown on these plans, complete and in place. 80 LF $ 6-5 $ 30. Remove and replace concrete gutter, as shown on these 4''� 3�3Gv plans, complete and in lace. 80 LF $ $ C-12 ADDENDUM 1 REVISED SCHEDULE C PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Description Size Unit Total No. Quantity Unit Cost Cost SCHEDULE C BASE BID 12" WATER DISTRIBUTION MAIN IMPROVEMENTS 31. Chlorination and testing of all new water mains and appurtenances, complete and in place. 1 LS $ yGe-, $ 32. Prepare Traffic Control Plan and provide traffic control 1 EA $ $ throughout work area. 33. Shoring, Sheeting, and/or Bracing as required. 1 LS $741101a $ 34. Demobilization and cleanup. 1 LS $ G Sala $ Total Amount for All Base PVC Pipe Bid Items 12" Water Distribution Main Improvements $ Total An3punt for All id Items in Words sae 6j�/l�'t� l'I f }r C� Ye iWd ev11 Notes: All extensions of unit prices will be subject to verification by the Owner. In case of variation between the unit price and the extension, the unit price will govern. The Owner reserves the right to reject any or all proposals and bid items. C-13 ADDENDUM 1 REVISED SCHEDULE D PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. Description Quantity Unit Cost Cost SCHEDULE D ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT 1. Mobilization 1 LS $ 9oed $ 7`i axP 2. Furnish and install 30-inch DI pipeline CL250 pipeline with nitrite (NBR) gaskets, including all fittings, and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these Tans, complete and in place. 60 LF 3. Furnish and install 24-inch DI pipeline CL250 with nitrite (NBR) gaskets, including all fittings, and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in lace. 886 LF 4. Furnish and install 20-inch DI pipeline CL250 with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in /%4� Lace. 4417 LF $ 5. Furnish and install 20-inch DI pipeline, CL250 with nitrite (NBR) (San Diego Freeway 405 crossing) gaskets, including all fittings, and appurtenances, insulators, pipe seals, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, jacking pit, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. //05 42/ Z 256 LF $ $ 6. Furnish and install 30-inch ID steel casing, 0.25" wall thickness (San Diego Freeway 405 crossing) including all fittings, and appurtenances, insulators, pipe seals, pavement sawcutting and removal, excavation, jacking it, C-14 Q DENDUM 1 IMiUNTI 149ASPEC\Newi nd Bid D Addendum 103-18&04.doc REVISED SCHEDULE D PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. Description Quantity Unit Cost Cost SCHEDULED ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT backfill, and surface repair as shown on these plans, /65 34.0 complete and in place. 256 LF $ $'47i 7. Remove existing 22" CML and C steel pipe from existing 36" ID casing (San Diego Freeway 405), including pavement sawcutting and removal, excavation, backfill, surface repair and disposal of pipe, cleaning of the inside of 36" casing for receiving the 30" ID casing as shown on these plans, internal inspection of existing casing complete 42f- 42175Z and in lace. 1 LS $ $ 8. Furnish and install 30" butterfly valve, including valve box and appurtenances, complete and in lace. 4 EA $ 88L5 $ 35, 30 9. Furnish and install 24" butterfly valve, including valve box and appurtenances, complete and in place. 2 EA $ S o73 $ 101 /44 10. Furnish and install 20" butterfly valve, including valve box and appurtenances, complete and in place. 6 EA I $ 3,4'75 $235, 6 11. Furnish and install 16" butterfly valve, including valve box and appurtenances, complete and in place. 1 EA j$_31076' $ 3, 0941 12. Furnish and install 12" resilient wedge gate valve, including valve box and appurtenances, complete and in lace. 1 ' EA $ $ 2 /00 13. Furnish and install 24" cut -in valve including valve, valve box and appurtenances, removal of existing pipe, butt strap, fittings, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. 11+ 00 (Warner Avenue). 1- EA 14. Connect proposed 12" DI CL250 well line at sta 142+42.23, including all fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as 5404 4t 400 shown on these plans, complete and operative in lace. 1 A $ 4 $ 15. 1 Connect proposed 16" DI CL250 well line at sta C-15 ADDENDUM 1 JIMUMM 14941SPEoNewlend Bid D Addendum 103.1 &04.doe REVISED SCHEDULE D PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. Description Quantity Unit Cost Cost SCHEDULE D ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT 142+55.83. Including all fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 1 EA $ $ &, Soo 16. 20" channel crossing at sta 148+86.62 to sta 149+46.72, including all piping, fittings, casing, pump out and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as -f-3 t4 shown on these plans, com lete and operative in lace. 1 EA $ � $ 17. Connect proposed 20" water transmission main to existing 24" main at sta 181+20t, including all fittings, appurtenances, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in �g1.5 t, gG5 lace. 1 EA $ $ 18. Connect proposed 20" water transmission main to existing 24" main at sta 182+07t including all fittings, appurtenances, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in lace. 1 EA 19. 16" channel crossing at sta 172+02 L per City STD 621, including all piping, fittings, casing, pump out and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these Z3 Z-3,000 plans, com lete and operative in lace. 1 EA $ $ 20. 12" channel crossing at sta 173+00± per City STD 621, including all piping, fittings, casing, pump out and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these 13,000 131000 Tans, complete and operative in place. 1 1EA $ $ C-16 CEUMD 7:\MMI 1494\SPEONewlend Bid D Addendum 103.1".doo REVISED SCHEDULE D PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. Description Quantity Unit Cost Cost SCHEDULE D ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT 21. Furnish and install pump out assemblies, including all valving, fittings, and appurtenances, as shown on these Tans, complete and in place per Detail 7 Sheet 15. 9 EA $ 3 Zoo $ 2 B� 22. Furnish and install air and vacuum assemblies, including all valving, fittings, and appurtenances, as shown on these Tans, complete and in place. 8 EA 23: Cut, cap/plug and abandon existing waterline, including all appurtenances, as shown on these plans, complete and in place. 10 EA $ 24. Abandon valve in closed position, including removal and disposal of valve box and cover, backfill, and surface repair, complete and in place. 12 EA $ 25. Remove and Salvage Valve, including removal and disposal of interfering pipeline, and cutting and sealing of pipe ends, complete and in place. 6 EA $ $ 26. Remove and replace concrete cross gutter, as shown on these plans, complete and in lace. 120 .LF $ $ !i 5� 27. Remove and replace concrete gutter, as shown on these a Tans, complete and in lace. 105 LF $ $ 28. Remodel sewer connection per APWA STD 223-1, including pipe, all fitting and appurtenances, pavement saw cutting and removal, excavation, backfill, surface 9eo 17" 6 ov repair as shown on these plans, complete and in place. 14 EA $ $ 29. Reconstruct traffic signal loop detector per the standard special provisions for the construction of traffic signals 28 EA $ -'7j S $ Z o to and lightinE systems in Huntington Beach-2001 edition. 0 30. Chlorination and testing of all new water mains and appurtenances, complete and in place. 1 LS $ 31. Prepare Traffic Control Plan and provide traffic control 1 LS $23 �ov� $ 2 3,oac� throu out work area. 32. Furnish and install asphalt slurry seal in accordance with the specifications, including but not limited to, area over C-17 eE UM 1 JAHUM 149ASPECWewland Bid D Addendum 1 03-18.04.doc REVISED SCHEDULE D PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. Description Quantity Unit Cost Cost SCHEDULE D ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT trench and "t" section, and all appurtenant material, iC equipment and labor. 106,000 SF $ d $ 24 G Z° 33. Cathodic Protection System includes anodes, wiring, test boxes, junction boxes, testing, appurtenances, pavement sawcutting and removal, excavation, and backfill surface repair as shown on these plans, complete in place. 1 1 LS I $72i 125 $ -2211 Z5 34. Shoring, Sheeting, and/or Bracing as required. 1 LS $g? oob $ 6� edo 35. Demobilization and Cleanup 1 LS $ i2 0eo $ 12 006 Total Amount for Schedule D OC-9 Water Transmission Main Replacement o o City of Huntington Beach $ // 7 6 51 6 5 / Total Amount for Schedule D All Bid Items in Words • / e Ah1 //a1 5ev� cnJ-eel v s•s /,t �'1�•s�l•� d�tl c Notes: All extensions of unit prices will be subject to verification by the Owner. In case of variation between the unit price and the extension, the unit price will govern. The Owner reserves the right to reject any or all proposals and bid items. C-1 S ADDENDUM 1 JAHUI-M1149ASPEONewland Bid D Addendum 10348-04.doc REVISED BID SUMMARY Schedule A - Base Bid PVC Pipe Transmission Main Schedule B - Base Bid Pressure Reducing Station Schedule C - Base Bid Distribution Main $ 6 ¢8, 05 2- Total Bid (A, B, Q $ 2 ,, 4-6 Z/ 2-7 3 Schedule D - Alternate Bid Ductile Iron Pipe Transmission Main $ Schedule B - Base Bid Pressure Reducing Station $ ' 4-1 3 % `7 Schedule C - Base Bid Distribution Main Total Bid (D, B, Q $ 2 / 1 14-�6 01 .0 9 ' Z Note: Proposal can include TOTAL BID (A.B,Q and/or TOTAL BID (D. B. Q (i.e. either one or both). JAHUNC\114944SPEC\Newland Hid Summary 03-19.04.doc C-19 ADDENDUM 1 If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY'S option, be considered null and void. Accompanying this proposal of bid, find in the amount of $ which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond", as the case may be). Bidder shall signify receipt of all Addenda here, if any: Addenda No, Date Received B' der's Si nature . . / 3 23 ZO� C-20 GD7ENDUDM1 REVISED 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, ,IA Laev/�5 � �Z,q-�/�' �1.9i-y.t r�h'YGE SSiL✓� By submission of this proposal, the Bidder certifies: 1. That he is able to and will perform the balance of all work which is not covered in the above subcontractors listing. 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. C-21 =ADDE�DUM BID ADDENDUM No. 1 CITY OF HUNTINGTON BEACH OC-9 WATER TRANSMISSION MAIN REPLACEMENT in Newland Street from Warner Avenue to Edinger Avenue and 12" WATER DISTRIBUTION MAIN IMPROVEMENT in Newland Street from Warner Avenue to Heil Avenue CONSTRUCTION CONTRACT NO. CC1187: PHASE I March 23, 2004 The following ADDENDUM 1 shall be made part of the Contract Documents, and the bidder shall acknowledge receipt thereof as specified below. Revisions are made to the Contract Documents as specified on the following pages. Each bidder shall acknowledge receipt and acceptance of this Addendum 1 by signing in the space provided below. Bidder shall submit the signed acknowledgement with their bid. Sincerely, CITY OF HUNTINGTON BEACH Y 14, /�13 1� -'� �� � �' De orah De-_ ow Gary D. epke, P.E. sociate Civil ngineer R.C.E. No. 48693 Receipt acknowledged and conditions agreed to this day of March, 2004. Bidde . r� Signature Title J Page 1 of 33 °C No.48693 Exp. 6.30.04 1 D \Documents and Settings\debowdlLocal Settings\Temporary Internet Res\OLKBE\ADDENDUM i doc Addendum 1 REVISIONS TO THE CONTRACT DOCUMENTS Notice Inviting Sealed Bids paragraph "Project Description," third line, sentence in parenthesis shall be replaced with the following sentence. "The work does include the replacement of the pipeline within the Caltrans 1405 right-of-way per Addendum 1." Last sentence shall be revised to read, "The Engineer's estimate for the work, including Addendum 1, is approximately $2.2 million." 2. Delete Section C in its entirely and insert the enclosed Revised Section C Addendum 1. (Note: Not all pages in Section C have been revised. However, to avoid confusion, the entire section (Cl through C-28) has been re -printed, and re -issued as Addendum 1.) Submit Revised Section C, Addendum 1 (28 pages) with your bid. REVISIONS TO SPECIFICATIONS 1. Appendix A Supplement to Special Provisions to Standard Specifications. Add the following paragraphs to Section 306-2.3 Jacking Steel Casing The crossing of the San Diego Freeway 405 is to be completed within the existing 36" ID casing. The existing 22" steel pipeline is to be removed from the north side of the 405 and disposed of by the Contractor. After removal of the pipeline the existing lining shall be inspected to determine if there will be difficulty in installing the new 30" ID casing and insulators. If the Engineer determines repairs have to be made to the existing casing the cost will be paid for as an extra per Section 3 Changes in Work. The cost of the inspection including all safety requirements for entering a confined space shall be included in the cost of new 30" casing. 2. Page E-34 intentionally left blank. III. REVISIONS TO PLANS Delete Sheets 8 of 32 and 16 of 32 and insert the enclosed Sheets 8 of 32 Rev 1 and 16 of 32 Rev 1. 2. Sheet 2 of 32 has a list of Construction Notes. This list pertains to the Plan and Profile Sheets 4 through 12 of 32 and the Cathodic Protection Sheets 30 through 32 of 32. Not all Construction Notes listed on Sheet 2 of 32 are used on each sheet. The remaining sheets .have Construction Notes that pertain to only those sheets or details within those sheets. 2 D \Documents and Sethngs\debowd\Desktop\ADDENDUM 1Adoc Addendum 1 OC-9 Water Transmission Main Replacement Newland Street from Warner Avenue to Edinger Avenue and 12" Water Distribution Main Improvement in Newland Street from Warner Avenue to Heil Ave. Construction Contract No. 1187- Phase 1 QUESTIONS RAISED AT PRE- BID MEETING: 1. Questions: Will the contract time be extended as a result of Addendum 1? Response: No. 2. Question: Will the engineer's estimate be revised as a result of Addendum 1? Response: Yes. It will be included in Addendum 1. 3. A question was presented concerning project soil conditions. Contractor was instructed to review the construction documents, particularly the detail sheets. WRITTEN QUESTIONS SUBMITTED DURING BIDDING: 1. Question: "In reference to the existing line that is under the 405 Fwy. Does the City know whether the line was filled with sand around the carrier pipe? Or is there slurry in the line? Please advise." Response: Best available information indicates that there is neither sand nor slurry surrounding the carrier pipe. 2. Question: "Please provide specification required for PVC .pipe on a gov. project." Response: All pipeline specifications are included in the construction documents, which include the 'City of Huntington Beach Water Division Standards'. Specification Section 02510.9 of these standards includes PVC pipe specifications. 3. Question: "During the course of construction at Newland St/405 Fwy. Can we close Newland St. at the 405 Fwy for part of the construction? We feel this will be needed to move equipment." Response: Complete closure of Newland Ave. shall not be allowed. Pursuant to the project specifications, the contractor is required to submit a traffic control plan for approval by the City's Traffic Engineer. The applicable parameters are included in the project specifications. Prepared by: e4brah De , P.E. Dat Associate Civil Engineer Addendum 1 C�TY OF HUHTMGTON BEACH 2000 Main Street P O Box 190 California 92648 Robert F Beardsley, P E Director Department of Public Works (714)536-5431 OC-9 Water Transmission Main Replacement Newland Street from Warner Avenue to Edinger Avenue and 12" Water Distribution Main Improvement in Newland Street from Warner Avenue to Heil Ave. Construction Contract No. 1187- Phase 1 March 23, 2004 NOTICE TO ALL PLANHOLDERS: Attached please find Bid Addendum No. 1 for the subject project. Please closely adhere to all requirements of this addendum when you submit your bid. The pre -bid meeting was held, pursuant to the project specifications. A bidder will not be precluded from submitting a bid, if he/she failed to attend this meeting. A copy of this meeting agenda is attached. Any specific issues of significance that were addressed at this meeting are included in the Questions During Bidding attachment to Addendum 1. Very truly yours, orah De , P.E. City of Huntington Beach Associate Civil Engineer DDB jg c: Pre -Bid Meeting Attendees OC-9 Water Transmission Main Replacement Newland Street from Warner Avenue to Edinger Avenue and 12" Water Distribution Main Improvement in Newland Street from Warner Avenue to Heil Ave. Construction Contract No. 1187- Phase 1 Pre -Bid Meeting Notes Deborah DeBow introduced the project team and presented the project generally following the (attached) meeting agenda. The intent of the meeting was not to introduce any new information or requirements, but rather to emphasize certain aspects of the project. Items of discussion included the following: 1. It is the City's intention to award the construction contract at the April 19, 2004 City Council meeting, and to begin construction as soon as possible thereafter. Early submittals are required, in accordance with the construction documents. 2. Caltrans recently issued an encroachment permit to the City of Huntington Beach for the replacement of the pipeline under the 405 Fwy. Consequently, a bid addendum will be issued to include this work. This addendum will also include the corresponding revised bid schedules, as well as language to clarify the application of the project construction notes. 3. The schedule identified in the construction documents is critical. Multiple crews working simultaneously may be necessary to meet the deadlines. City staff will work closely with the contractor to facilitate these efforts. 4. Pursuant to the construction documents, the contactor is required to procure the services of a traffic engineer for preparation of a Traffic Control Plan for review and approval by the City's Traffic Engineer. This review process can take up to 3 weeks. City staff will make every effort to expedite this review. 5. Bidders will not be precluded from submitting a bid, if they failed to attend the Pre -Bid meeting. 6. Questions shall not be answered by the Engineer if they are not submitted in accordance with the bid documents (i.e. before noon March 23, 2004.) Prepared by: b, j &, / `�. Deborah w, P.E. Da e City of Huntington Beach Associate Civil Engineer Newland Pipelines Project CC-1187 1. Introductions: Pre -Bid Meeting City Hall Room B-8 March 22, 2004 Agenda • Sign -In Sheet • Design: City/Willdan • Construction: City/Richard Brady and Associates 2. General Project Description: 3. Bid Schedule: 4. Addendum: • Transmission Pipeline • Distribution Pipeline • WOCWB Connection • Pipeline Under 405 Fwy • Warner to Yorktown (Separate bid) • Bids due 2:00 pm Tuesday March 30, 2004. • Council Award April 19 • Early Submittals • Est. Start May 1 • Add Caltrans work • Revised Bid Schedule • Clarify Construction Notes 5. Some (not all) Critical Construction Elements 6. Questions: • Schedule • Multiple Crews • Traffic Control • Customers in Service • COMMUNICATION « Others: in writing by noon March 23 (Spec pg B-5) Email OK: ddebow@surfcity-hb.org REVISED NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of Orange .lbeing first duly sworn, deposes and says that he or she is 15:'2 i ice— of G E272c uc1;*, ,the party making the foregoing bid that the bid is not made in the interest of, or on the behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Name of Bidder Signature of Bidder Address of Bidder Subscribed and sworn to before me this �`�_ day of A 9 , 20 'MINA ASIM "� COMM.01482738 N Notary Public-COli MIS W VENTURA COUNTY Mir Comm. Exp. Nov 23, OF f l NOTARY PUBLIC C-22 ADDENDUM 1 REVISED UTIILITY 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 OC-9 WATER TRANSMISSION MAIN REPLACEMENT in Newland Street from Warner Avenue to Edinger Avenue and 12" WATER DISTRIBUTION MAIN IMPROVEMENT in Newland Street from Warner Avenue to Heil 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. G�r�2v C�srizv�r��.ni .z•,lG Contractor Y Title Date: 3v C-23 ADDENDUM 1 it A REVISED DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? ❑ Yes XNo If the answer is yes, explain the circumstances in the space provided. Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-24 ADDENDUM 1 REVISED 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: 3 3 O Contractor i By y/c Title C-25 ADDENDUM 1 REVISED UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-422-4133 a minimum of two working days before scheduled excavation. Dig Alert Identification Number: Contractor Title Date: Note: This form is required for every Dig Alert Identification Number issued by U.S.A. during the course of the Work. Additional forms may be obtained from the AGENCY upon request. C-26 ADDENDUM 1 REVISED BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: G �02U ef?�,l,rS7'2uer-lO. -V ,Z---AeC, Bidder Name / 7 O 5�' /'l 97L ✓ sq Srlt Business Address City, State Zip s Telephone Number State Contractor's License No. and Class Original Date Issued 3 3/ Expiration M �6 . The work site was inspected by of our office on 2z/ � , The following are persons, firms, and corporations having a principal interest in this proposal: C-27 EHUM 1 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 e59-Y CO2 /Z c E�/LcD Printed or Typed Signature Subscribed and sworn to before me this day of WC , 2004. HIMA ASIM F . COMM. #1452735 Motary Public-CaliforniaMW < VENTURA COUNTYy Comm. ExP. Nov 23, 2Q47 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. Ces s - --7 "r, 3 2 . Name and Address of Public Agency Name and Telephone No. of Project Manager: .OG-- /.7�- �'/�✓ // 3�G a�v wry/s,v Contract Amount Type of Work Date Completed Name and Address of Public Agency Name and Telephone No. of Project Manager: e 2- Contract Amount Type of Work Date Completed 3. C. \/ /" 1---J,O � �lgs ) Z s/— z/ov Name and Address of Public Agency Name and Telephone No. of Project Manager: Ll NtP--� Contract Amount Type of Work Date Completed C-28 ADDENDUM 1 Council/Agency Meeting Held: �- D Deferred/Continued to: XApproved ❑ Conditionally Approved ❑ Denied l Cit r- 's Onature Council Meeting Date: April 19, 2004 Departure umber: PW4-034 C�R.. CITY OF HUNTINGTON BEACH' REQUEST FOR COUNCIL ACTION SUBMITTED TO: HONORABLE MAYOR AND CITY COUNCIL MEMBERS C SUBMITTED BY: RAY SILVER, City AdministratorGE'e;-J x' PREPARED BY: ROBERT F. BEARDSLEY, Director of Public Work / SUBJECT: AWARD CONSTRUCTION CONTRACT FOR NEWLAND STREET WATER PIPELINES PHASE 1; CC-1187 Statement of Issue, Funding Source, Recommended Action, Alternative Action(s), Analysis, Environmental Status, Attachment(s) Statement of Issue: On March 30, 2004, bids were received for the Newland Street Water Pipelines Project Phase 1, CC-1187. Staff recommends award to Cedro Construction, the lowest responsive and responsible bidder. Funding Source: Funds for this project are budgeted in the Water Master Plan, OC-9 Water Main, Account 50791020.82100; Water Fund, Water Main Replacements, Account 50691006.82100; and West Orange County Water Board Water Vault Relocation, Account 50885101.82100. Recommended Action: Motion to- 1 . Accept the lowest responsive and responsible bid submitted by Cedro Construction in the amount of $2,462,493 and; 2. Authorize the Director of Public Works to approve up to fifteen percent (15%) in construction change orders; and 3. Authorize the Mayor and City Clerk to execute a construction contract in substantially the same form as the attached sample contract. Alternative Action(s): Reject all bids, and provide staff with alternative direction. E - 5 r REQUEST FOR COUNCIL ACTION MEETING DATE: April 19, 2004 DEPARTMENT ID NUMBER: PW 04-034 Analysis: The existing OC-9 Transmission Pipeline is a 21-inch mainline that conveys water from the WOCWB (West Orange County Water Board) OC-9 import connection at Edinger Avenue and Newland Street to the Overmyer Reservoir facility It is a steel pipe constructed in 1956. The Water Master Plan recommends that this transmission main be abandoned and replaced with a new main, in a more direct and accessible alignment, within Newland Avenue The existing and proposed alignments are shown in Attachment 1 Additionally, there is a known system deficiency in the City's water distribution system, within the residential tract Immediately east of Newland Street, between Hell and Warner Avenues. There is no existing distribution pipeline in this segment of Newland Street and, consequently, no hydraulic redundancy to the tract. To enhance the reliability of the water supply, a 12-Inch distribution pipeline is proposed for the area Construction of this pipeline, in conjunction with the transmission pipeline, will minimize costs and Inconvenience to the public, and is therefore included in this project. Finally, the WOCWB import connection is currently located in an underground vault, in the middle of the Edinger Avenue and Newland Street Intersection For safety reasons and ease of maintenance, the WOCWB, budgeted to relocate these connections to a more accessible above ground location. The relocation is to be constructed as part of Project CC- 1187. The bid documents Included separate line items for the transmission pipeline, distribution pipeline and import connection relocation All associated costs will be paid from the appropriate funding source CC-1187 is a multi -phase project. The complete project Includes the construction of the new transmission pipeline in Newland Street between Edinger Avenue and Yorktown Avenue. Phase 1 is being expedited to accommodate schedules of other agencies, and includes the construction of the transmission main between Edinger Avenue and Warner Avenue as well as the distribution pipeline and import connection relocation. In an effort to minimize costs, the project was bid with two alternatives Bid Alternative 1 was to utilize PVC pipe for the transmission pipeline Bid Alternative 2 was to utilize ductile iron pipe with cathodic protection. After a complete engineering analysis, it was determined that the two materials were equivalent for this use and cost became the determining factor The bids for Alternative 1 determined the final cost of the contract Resolution 2002-119 authorizes the Director of Public Works to approve up to ten percent (10%) of the construction cost for change orders. Due to the complexity and scope of this project, a waiver of the Resolution and authorization to expend up to fifteen percent (15%) in construction change orders is requested. On March 30, 2004, bids for Phase 1 were received and publicly opened by the City Clerk, and are listed below in ascending order- G \R C A\2004\04-034 April 19 DeBow (Award Newland Water Main) doc -2- 4/5/2004 4:31 PM REQUEST FOR COUNCIL ACTION MEETING DATE: April 19, 2004 DEPARTMENT ID NUMBER: PW 04-034 Bidding Contractor Bid Amount Corrected Amount Bid Alternative 1 Cedro Construction $2,462, 293 $2,462,493 Southern California Underground $2,959,390 Mike Bubalo Construction $3,462,704 ARB $4,521,110 $4,416,680 Bid Alternative 2 Cedro Construction $2,548,882 $2,549,082 Southern California Underground $3,021,580 ARB $4,603,681 Mike Bubalo Construction No bid The lowest responsive bid was Cedro Construction's Bid Alternative 1. This bid included separate bid schedules for each of the three funding sources. Bid Schedule A: (PVC) Transmission Main $1,669,262 Bid Schedule B: WOCWB Import Connection $144,379 Bid Schedule C: 12-Inch Distribution Main $648,852 TOTAL $2,462,493 The reference check for Cedro Construction, Inc. provided acceptable responses from past clients. Bids amounts were verified. Minor addition errors did not alter the low bid award. In addition to construction contract costs, the project will require construction management, engineering support and inspection by both City staff and outside firms, soils and materials testing, and other supplemental expenses. The City has entered into on -call contracts with several reliable providers for these services. Public Works Commission: The Public Works Commission reviewed and recommended this project by unanimous vote on November 19, 2003. Environmental Status: In accordance with CEQA requirements, an Initial Study is currently being prepared for this project. It is anticipated that a Mitigated Negative Declaration will result. Construction will not begin until the Initial Study is completed and all CEQA requirements have been satisfied. Attachment(s): G-\R C A\2004\04-034 April 19 DeBow (Award Newland Water Main).doc -3- 4/1/2004 5:40 PM ATTACHMENT #1- 1 E+ RECOMMENDED IMPROVEMENTS 4 ) 1. EXISTING 22"/21 " OC-9 TRANSMISSION MAIN TO r = �BE ABANDONED AND REPLACED WITH 5,300 LF OF 1_ __ 20" PIPELINE ON NEWLAND ST FROM OC-9 TO - - -- "-" 1: 7` ` "-"r �- WARNER AVE, 8,000 OF 24" PIPELINE FROM �� s WARNER AVE TO ELLIS AVE, AND 5,300 LF OF �i #a_ 1 20" PIPELINE FROM ELLIS AVE TO EXISTING 30" 6 _-- _ -- N I�FF� m N� TRANSMISSION MAIN ON YORKTOWN AVE. ULTIT 'F ELL #9 ,IL .- _ _- -� r 0 R ' R - IWELL #5 1— LIS ER --------7ALBERi BOLSA CHICA TJ - r EDWk D LL 9 r IR - -" :- HI S Z®NE4 _ — J Z- - OC-44 MR, _-II CITY OF HUNTINGTON BEACH WATER MASTER PLAN PLANS PREPARED BY. TETRA TECH ASS ®q p� p /� 16241 Laguna Canyon Road, Suite 200 NEW ®C-9 TRANSMISSION MAIN FIGURE 4-1 Irvine, California 92618 (949) 727-7099 (949) 727-7097 FAX ATTACHMENT 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 pronuses 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 cons"-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 O 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. IMEMKOMM Only bonds issued by California admitted sureties will be accepted CONTRACTOR shall, prior to its performance of this Agreement, furnish the following two (2) bonds approved by the City Attorney: One in the amount of one hundred percent (100%) of the contract price to guarantee the CONTRACTOR's faithful performance of the work, and one in the amount of one hundred percent of the contract price to guarantee payment of all claims for labor and materials furnished. In addition, CONTRACTOR shall submit to CITY a bond in the amount of one hundred percent (100%) of the final contract price, including all change orders, to warrant such performance for a period of one (1) year after CITY's acceptance thereof within ten (10) days of filing of the Notice of Completion 9 WARRANTIES CONTRACTOR unconditionally guarantees all work done under this Agreement including, but not limited to, any workmanship, installation, fabrication, material or structural facilities constructed. CONTRACTOR, within ten (10) days after notice by CITY of any defect in the work, shall have the option to make appropriate repairs or replace agree/forms/city const/4-03 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 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 11 17. WAIVER OF CLAIMS The acceptance by CONTRACTOR of the payment of the final certificate shall constitute a waiver of all claims against CITY under or arising out of this Agreement. 18 INDEMNIFICATION, DEFENSE, HOLD HARMLESS CONTRACTOR hereby agrees to protect, defend, indemnify and hold harmless CITY, its officers, elected or appointed officials, employees, agents, and volunteers from and against any and all, claims, damages, losses, expenses, judgments, demands defense costs, and consequential damage or liability of any kind or nature, however caused, including those resulting from death or injury to CONTRACTOR's employees and damage to CONTRACTOR's property, arising directly or indirectly out of the obligations or operations herein undertaken by CONTRACTOR, caused in whole or in part by any negligent act or omission of the CONTRACTOR, any subcontractors, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, including but not limited to concurrent active or passive negligence, except where caused by the active negligence, sole negligence, or willful misconduct of the CITY. CONTRACTOR will conduct all defense at its sole cost and expense and CITY shall approve selection of CONTRACTOR's counsel. This indemnity shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by CONTRACTOR. 19. WORKERS' COMPENSATION AND EMPLOYER'S LIABILITY INSURANCE Pursuant to California Labor Code Section 1861, CONTRACTOR acknowledges awareness of Section 3700 et seq of this Code, which requires every employer agree/forms/city const/4-03 12 to be insured against liability for workers' compensation; CONTRACTOR covenants that it will comply with such provisions prior to commencing performance of the work hereunder. CONTRACTOR shall obtain and furnish to City workers' compensation and employer's liability insurance in an amount of not less than the State statutory limits. CONTRACTOR shall require all subcontractors to provide such workers' compensation and employer's liability insurance for all of the subcontractors' employees CONTRACTOR shall furnish to CITY a certificate of waiver of subrogation under the terms of the workers' compensation and employer's liability insurance and CONTRACTOR shall similarly require all subcontractors to waive subrogation. 20. INSURANCE In addition to the workers' compensation and employer's liability insurance and CONTRACTOR's covenant to defend, hold harmless and indemnify CITY, CONTRACTOR shall obtain and furnish to CITY, a policy of general public liability insurance, including motor vehicle coverage covering the PROJECT. This policy shall indemnify CONTRACTOR, its officers, employees and agents while acting within the scope of their duties, against any and all claims arising out or in connection with the PROJECT, and shall provide coverage in not less than the following amount combined single limit bodily injury and property damage, including products/completed operations liability and blanket contractual liability, of One Million Dollars ($1,000,000) per occurrence. If coverage is provided under a form which includes a designated general aggregate limit, the aggregate limit must be no less than One Million Dollars ($1,000,000) for this PROJECT. This policy shall name CITY, its officers, elected or appointed officials, employees, agents, and volunteers as Additional Insureds, and shall specifically provide that any other insurance agree/forms/city const/4-03 13 coverage which may be applicable to the PROJECT shall be deemed excess coverage and that CONTRACTOR's insurance shall be primary. Under no circumstances shall said above -mentioned insurance contain a self -insured retention, or a "deductible" or any other similar form of limitation on the required coverage. 21. CERTIFICATES OF INSURANCE: ADDITIONAL INSURED ENDORSEMENTS Prior to commencing performance of the work hereunder, CONTRACTOR shall furnish to CITY certificates of insurance subject to approval of the City Attorney evidencing the foregoing insurance coverages as required by this Agreement; the certificates shall. 1 provide the name and policy number of each carrier and policy; 2. state that the policy is currently in force; and 3. promise to provide that such policies will not be canceled or modified without thirty (30) days' prior written notice of CITY. CONTRACTOR shall maintain the foregoing insurance coverages in force until the work under this Agreement is fully completed and accepted by CITY. The requirement for carrying the foregoing insurance coverages shall not derogate from the CONTRACTOR's defense, hold harmless and indemnification obligations as set forth under this Agreement. CITY or its representative shall at all times have the right to demand the original or a copy of all the policies of insurance. CONTRACTOR shall pay, in a prompt and timely manner, the premiums on all insurance heremabove 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 Pubbc 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 consV4-03 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 City of Huntington Beach ATTN. 2000 Main Street Huntington Beach, CA 92648 agree/forms/city const/4-03 17 TO CONTRACTOR: 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 INMIGRATION 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 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 Lo print name ITS (circle one) Chatrman/PresidentNice President AND Lo CITY OF HUNTINGTON BEACH, a municipal corporation of the State of California Mayor ATTEST - City Clerk APPROVED AS TO FORM: print name ITS: (circle one) Secretary/Chief Financial Officer/Asst City Attorney Secretary - Treasurer INITIATED AND APPROVED: REVIEWED AND APPROVED: Director of Public Works City Administrator agree/forms/city const/4-03 21 CITY FUNDED CONSTRUCTION CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND FOR TABLE OF CONTENTS Page 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 RCA ROUTING SHEET INITIATING DEPARTMENT: Public Works SUBJECT: Award Construction Contract for Newland Water Lines COUNCIL MEETING DATE: I April 19, 2004 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 Attorney) Attached Subleases, Third Party Agreements, etc. (Approved as to form by City Attorney) Not Applicable Certificates of Insurance (Approved by the City Attorney) Not Applicable Financial Impact Statement (Unbudget, over $5,000) Not Applicable Bonds (If applicable) Not Applicable Staff Report (If applicable) Not Applicable Commission, Board or Committee Report (if applicable) Not Applicable Findings/Conditions for Approval and/or Denial Not Applicable EXPLANATION FOR MISSING ATTACHMENTS REVIEWED RETURNED FOR ED' Administrative Staff ( ) Assistant City Administrator (Initial) ( ) ( ) City Administrator (Initial) City Clerk ( ) EXPLANATION FOR RETURN OF ITEM: RCA Author DeBow:jg REQUEST FOR COUNCIL ACTION MEETING DATE: April 19, 2004 DEPARTMENT ID NUMBER: PW 04-034 Bidding Contractor Bid I Amount Corrected Amount Bid Alternative 1 i Cedro Construction $2,462, 293 $2,462,493 Southern California Underground $2,959,390 Mike Bubalo Construction $3,462,704 i ARB $4,521,110 $4,416,680 Bid Alternative 2 Cedro Construction $2,548,882 i $2,549,082 Southern California Underground $3,021,580 ARB $4,603,681 Mike Bubalo Construction No bid I The lowest responsive bid was Cedro Construction's Bid Alternative 1. This bid included separate bid schedules for each of the three funding sources. Bid Schedule A: (PVC) Transmission Main $1,669,262 Bid Schedule B: WOCWB Import Connection $144,379 Bid Schedule C: 12-Inch Distribution Main $648,852 TOTAL $2,462,493 The reference check for Cedro Construction, Inc. provided acceptable responses from past clients. Bids amounts were verified. Minor addition errors did not alter the low bid award. In addition to construction contract costs, the project will require construction management, engineering support and inspection by both City staff and outside firms, soils and materials testing, and other supplemental expenses. The City has entered into on -call contracts with several reliable providers for these services. Public Works Commission: The Public Works Commission reviewed and recommended this project by unanimous vote on November 19, 2003. Environmental Status: In accordance with CEQA requirements, an Initial Study is currently being prepared for this project. It is anticipated that a Mitigated Negative Declaration will result. Construction will not begin until the Initial Study is completed and all CEQA requirements have been satisfied. Attachment(s): G:\R C A\2004\04-034 April 19 DeBow (Award Newland Water Main).doc -3- 4/1/2004 5:40 PM \ Engineer's Estimate: $ rT 2. 3. 4. 00 )4klF l8,eA1-Ze22 6,47- CJ ---3 8. r->l U '7 N - BOO iS S �, �%•�/ -,uub, CITY OF HUNTINGTO H MEETING DATE: February 2, 2004 DEPARTMENT ID NUMBER: PW 04-010 Council/Agency Meeting Held: — :]�� Deferred/Continued to: )(Approved ❑ Conditionally Approved ❑ Denied q4a "1�14 Cit I KS gnatu e Council Meeting Date: February 2, 2004 Departmen Number: PW 04-010 CITY OF HUNTINGTON BEACH x REQUEST FOR ACTION 77- SUBMITTED TO: HONORABLE MAYOR AND CITY COUNCIL MEMBERS �; � _{ SUBMITTED BY: RAY SILVER, City Administrator W 4�O PREPARED BY: OBERT F. BEARDSLEY, Public Works Director� J=7 D SUBJECT: AUTHORIZE ADVERTISEMENT FOR NEWLAND AVENUE WATER PIPELINES; CC 1187 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 Newland Avenue Water Pipelines Project; CC-1187. Authorization to advertise the project for competitive bids is requested. Funding Source: Funds for this project are budgeted in the Water Master Plan, OC-9 Water Main, Account 50791020.82100, ($5.3 million); Water Fund, Water Main Replacements, 50691006.82100 ($450,00. and West Orange County Water Board Water Capital Projects 50885101.82100 ($150,000) The preliminary engineer's estimate is $5.9 million. 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 Newland Avenue Water Pipelines; CC1187. Alternative Action(s): Deny the request to advertise the project for bid at this time, and provide staff with alternate direction. This action would delay completion of the project. Analysis: The existing OC-9 Transmission Pipeline is a 21 inch transmission main that conveys water from the WOCWB (West Orange County Water Board) OC-9 import connection at Edinger Ave and Newland Street to the Overmyer Reservoir facility located at Huntington Street and Garfield Avenue. It is a steel pipe that was constructed in 1956. The Water Master Plan recommends that this transmission main be abandoned and replaced G:\R C A\2004\04-010 Feb 2 DeBow (Authorize Newland Water Pipelines).doc 1/13/200410:58 AM — REQUEST FOR ACTION MEETING DATE: February 2, 2004 DEPARTMENT ID NUMBER: PW 04-010 with a new transmission main, in a more direct and accessible alignment, within Newland Avenue. The existing and proposed alignments are shown on Attachment 1. Additionally, there is a known system deficiency in the City's water distribution system, within the residential tract immediately east of Newland Avenue, between Heil and Warner Avenues. There is no existing distribution pipeline in this segment of Newland Avenue and, consequently, no hydraulic redundancy to the tract. To enhance the reliability of the water supply, it is recommended that a 12-inch distribution pipeline be constructed in Newland Avenue, between Heil and Warner Avenues. Design, bidding and constructing this work, in conjunction with that of the transmission main, will minimize costs and inconvenience to the public. Therefore, construction of this distribution pipeline is included in this project. Finally, it is noted that the WOCWB import connection is currently located in an underground vault, in the middle of the Edinger and Newland intersection. For safety reasons and ease of maintenance, the WOCWB, of which the city of Huntington Beach is the majority member, has budgeted to relocate these connections to a more accessible aboveground location. Again, to minimize costs and inconvenience, the relocation of this connection is being designed, bid and constructed as part of the Newland Avenue Water Pipelines Project. However, the bid documents will include separate line items for the transmission main, distribution main and import connection relocation. All associated costs will be kept separate, since they are funded from different sources. Plans and specifications for this project are in final preparation and will be ready to advertise for bids upon approval by the Director of Public Works. Due to the complexity of the project, it will be advertised in multiple phases over the next several months. Public Works Commission: The Public Works Commission reviewed and recommended the action on November 19, 2003, with a vote of 6-0-1. Environmental Status: In accordance with CEQA requirements, an Initial Study is currently being prepared for this project. It is anticipated that a Mitigated Negative Declaration will result. Construction will not begin until the Initial Study is completed and all CEQA requirements have been satisfied. Attachment(s): RCA Author: D. De Bow X-5528 G.\R C A\2004\04-010 Feb 2 DeBow (Authorize Newland Water Pipelines).doc -3- 1/13/200410:58 AM ,-ATTACHMENT ..• Lt>. III�GrILQi�� r • • • C LtaJ 1 � �A I fi► re .M i • All EAMON EAMON k ! 001311 MAN 1 ,r . 'f�il 12 h.-.-4 �._ 4 � r ,k PLANS PREPARED BY. TETM TECH ASL 16241 Laguna Canyon Road, Suite 200 NEW ®C-9 TRANSMISSION MAIN FIGURE 4-1 Irvine, California 92616 "7 P491 727-7091 FAX 11 RCA ROUTING SHEET INITIATING DEPARTMENT: Public Works SUBJECT: AUTHORIZE ADVERTISEMENT FOR NEWLAND AVENUE WATER PIPELINES, CC-1187 COUNCIL MEETING DATE: February 2 , 2004 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 Attorney) Not Applicable Subleases, Third Party Agreements, etc. (Approved as to form by City Attome Not Applicable Certificates of Insurance (Approved by the City Attorney) Not Applicable Financial Impact Statement (Unbudget, over $5,000) Not Applicable Bonds (If applicable) Not Applicable Staff Report If applicable) Not Applicable Commission, Board or Committee Report (if applicable) Not Applicable Findings/Conditions for Approval and/or Denial Not Applicable EXPLANATION FOR M6SSINGATTACHMENTS REVIEWED RETURNED FORMRDED,, Administrative Staff Assistant City Administrator Initial City Administrator Initial OR City Clerk EXPLANATION FOR RETURN OF ITEM: RCA Author: D. DeBow "SEALED BID" for OC-9 WATER TRANSMISSION MAIN REPLACEMENT r' in Newland Street from Warner Avenue to Edinger Avenue and 12" WATER DISTRIBUTION FAIN IMPROVEMENT`} in Newland Street from Warner Avenue to Hell Avenue Construction Contract No. 1187-Phase 1 in the OF r ,,jNTINGTON BEACH — DO NOT OPEN WITH REGULAR MAIL ARB, INC. 26000 COMMERCENTRE DR, LAKE FOREST, CA 92630 Office of the City Clerk City of Huntington Beach Second Floor 2000 Main Street Huntington Beach CA 92648 REVISED SECTION C PROPOSAL for the OC-9 WATER TRANSMISSION MAIN REPLACEMENT in Newland Street from Warner Avenue to Edinger Avenue and 12" WATER DISTRIBUTION MAIN IMPROVEMENT in Newland Street from Warner Avenue to Heil Avenue CONSTRUCTION CONTRACT No. 1187 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 90 calendar 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. REVISED SCHEDULE A PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. Description Quantity Unit Cost Cost SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT 1. Mobilization 1 LS $308 0 00 2. Furnish and install 30-inch PVC pipeline C905, CL235 pipeline with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow off, pressure testing, w �„� removal, excavation, backfill, pavement sawcutting fi11U removal, surface repair, and thrust restraint, as shown on these 685.00 41 ,100.00 Tans, complete and in place. 60 LF $ $ 3. Furnish and install 24-inch PVC pipeline C905, CL235 with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these 255.00 25,930.00 plans, complete and in place. 886 LF $ 4. Furnish and install 20-inch PVC pipeline C905, CL235 with nitrile (NBR) gaskets, including all fittings, and '1 appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these ;tpb''"" Qjpgs plans, complete and in place. 4417 LF $ a-8r5..80 , 5. Furnish and install 20-inch PVC pipeline C905, CL235 with nitrile (NBR) (San Diego Freeway 405 crossing) gaskets, including all fittings, and appurtenances, insulators, pipe seals, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, jacking pit, backfill, surface repair, and thrust restraint, as shown on 480.00 122, 880.00 these plans, complete and in place. 256 LF $ $ 6. Furnish and install 30-inch ID steel casing, 0.25" wall thickness (San Diego Freeway 405 crossing) including all fittings, and appurtenances, insulators, pipe seals, pavement sawcutting and removal, excavation, jacking pit, backfill, and surface repair as shown on these plans, 590.00 151,040.00 complete and in place. 256 LF $ $ 7. Remove existing 22" CML and C steel pipe from existing 36" ID casing (San Diego Freeway 405), including C-2 ADDENDUM DI D.\Documents and Settings\debowd\Local SettingsUemporary Internet Fi1es\0LK8E\New1and Bid A Addendum 101-18-04.doe REVISED SCHEDULE A PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. Description Quantity Unit Cost Cost SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT pavement sawcutting and removal, excavation, backfill, surface repair and disposal of pipe, cleaning of the inside of 36" casing for receiving the 30" ID casing as shown on these plans, internal inspection of existing casing, 1 LS 1 ► 300.0 $ 17, 300.0 complete and in place. 8. Furnish and install 30" butterfly valve, including valve box and appurtenances, complete and in lace. 4 EA 1 , 500.0 46, 000.0 $ 9. Furnish and install 24" butterfly valve, including valve box and appurtenances, complete and in lace. 2 EA , 800.00 15, 600.0 $ 10. Furnish and install 20" butterfly valve, including valve box and a purtenances, complete and in place. 6 EA , 400.00 32, 400.0 $ 11. Furnish and install 16" butterfly valve, including valve box and appurtenances, complete and in place. 1 EA , 300.00 3,300.00 $ 12. Furnish and install 12" resilient wedge gate valve, including valve box and appurtenances, complete and in 1 EA $ ►100.00 $ 2,100.0 13. Furnish and install 24" cut -in valve including valve, valve box and appurtenances, removal of existing pipe, butt strap, fittings, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. 11+ 00 26,700.00 26, 700.0 (Warner Avenue). 1 EA $ $ 14. Connect proposed 12" PVC well line C900 CL200 at sta 142+42.23, including all fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in lace. 1 EA , 300.00 13, 300.0 $ 15. Connect proposed 16" PVC well line C905 CL235 at sta 142+55.83. Including all fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as 8,800.00 18, 800.0 shown on these plans, complete and operative in place. 1 EA $ $ 16. 20" channel crossing at sta 148+86.62 to sta 149+46.72, including all piping, fittings, casing, pump out and C-3 ADDENDUM 1 D \Documents and Settings\debowd\Local Settings\Temporary Intemet Files\OLKMNewland Bid A Addendum 103-18-04.doc REVISED SCHEDULE A PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. Description Quantity Unit Cost Cost SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as 3 , 000.0 30, 000.0 shown on these plans, complete and operative in lace. 1 EA $ 17. Connect proposed 20" water transmission main to existing 24" main at sta 181+20± including all fittings, appurtenances, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in 700.0 9,700.0 1 EA $ 18. Connect proposed 20" water transmission main to existing 24" main at sta 182+07t including all fittings, appurtenances, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in 2,000.00 22, 000.0 lace. 1 EA $ $ 19. 16" channel crossing at sta 172+02± per City STD 621, including all piping, fittings, casing, pump out and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these 19,400.00 19, 400.0 plans, complete and operative in place. 1 1 EA $ $ 20. 12" channel crossing at sta 173+00± per City STD 621, including all piping, fittings, casing, pump out and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these , 000.00 44, 000.0 Tans, complete and operative in lace. 1 EA $ 21. Furnish and install pump out assemblies, including all valving, fittings, and appurtenances, as shown on these ,900.00 107,000.0 plans, complete and in place per Detail 7 Sheet 15. 9 EA $ 22. Furnish and install air and vacuum assemblies, including all valving, fittings, and appurtenances, as shown on these, 700.00 45, 600.0 Tans, complete and in place. 8 EA $ 23. Cut, cap/plug and abandon existing waterline, including all appurtenances, as shown on these plans, complete and 2,200.00 22, 000.0 in place. 10 EA $ $ C-4 ADDENDUM 1 DADocuments and Settings\debowd\Local Settingffemporary Internet Files\OLME\Newland Bid A Addendum 103-18-04.doc REVISED SCHEDULE A PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. Description Quantity Unit Cost Cost SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT 24. Abandon valve in closed position, including removal and disposal of valve box and cover, backfill, and surface 700.00 8,400.00 repair, complete and in place. 12 EA $ $ 25. Remove and Salvage Valve, including removal and disposal of interfering pipeline, and cutting and sealing of 2 500.00 15, 000.0 pipe ends, complete and in place. 6 EA $' $ 26. Remove and replace concrete cross gutter, as shown on 35.00 4,200.00 these plans, complete and in place. 120 LF $ $ 27. Remove and replace concrete gutter, as shown on these 47.00 4,935.00 plans, complete and in -'place. 105 LF $ $ 28. Remodel sewer connection per APWA STD 223-1, including pipe, all fitting and appurtenances, pavement saw cutting and removal, excavation, backfill, surface ,100.00 57, 400.0 repair as shown on these plans, complete and in place. 14 EA $ 29. Reconstruct traffic signal loop detector per the standard special provisions for the construction of traffic signals 650.00 18, 200.00 and lighting systems in Huntington Beach-2001 edition. 28 EA $ $ 30. Chlorination and testing of all new water mains and 200.00 28, 200.00 appurtenances, complete and in lace. 1 LS $ 31. Prepare Traffic Control Plan and provide traffic control 1 LS $ $ throughout work area. 151,300.00 151, 300.00 32. Furnish and install asphalt slurry seal in accordance with the specifications, including but not limited to, area over trench and "t" section, and all appurtenant material, 1.55 164, 300.00 equipment and labor. 106,000 SF $ $ 33. Shoring, Sheeting, and/or Bracing as required. 1 LS :S 600.00 $ 62, 600.00 34. Demobilization and Cleanup1 LS ( 000.00 1 $ 90, 000.00 Total Amount for Schedule A OC-9 Water Transmission Main Replacement o0 City of Huntington Beach $ 3,9 700 Total Amount for Schedule A All Bid Items in Words © ly ' / ' C-5 ADDENDUM 1 D \Documents and Settings\debowd\Local Settings\Temporary Internet Fi1es\0LK8E\New1and Bid A Addendum 103-18-04.da REVISED SCHEDULE A PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. Description Quantity Unit Cost Cost SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT Notes: All extensions of unit prices will be subject to verification by the Owner. In case of variation between the unit price and the extension, the unit price will govern. The Owner reserves the right to reject any or all proposals and bid items. C-6 [EE) WDocuments and Settings\debowd\Local Settingffemporary Internet Files\OLKSMNewland Bid A Addendum 103-18-04.doc REVISED SCHEDULE B PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH I I Item Size Unit Total No. Description Quantity Unit Cost Cost SCHEDULE B BASE BID PRESSURE REDUCING STATION WEST ORANGE COUNTY WATER BOARD 1. Mobilization 1 LS 11500.00 $ 17 500.00 2. Furnish and install pressure reducing and meter station including 14" pressure reducing valve, 14" flow meter, steel piping from sta. 191+01.88 to sta 191+61.70, hinges and appurtenances, air and vacuum releases, retaining wall, chain link fence, conduit piping, concrete pad, sidewalk, driveway, pavement sawcutting and removal, excavation, backfill, surface repair and thrust restraint as 1 5,000.00 195, 000.00 shown on these plans, complete and in place. 1 EA $ $ 3. Furnish and install electrical service controls and SCADA system including all panels, wiring, conduits, antenna, antenna pole, cabinets and appurtenances, driveway, sidewalk and pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as 6 500.00 66, 500.00 shown on these plans, complete and in place. 1 EA $' $ 4. Chlorination and testing of all new water mains and 7, 700.00 7,700.00 appurtenances, complete and in place. 1 LS $ $ 5. Prepare Traffic control plan and provide traffic control 1 EA $ $ throughout work area. 1 18,000.00 18, 000.00 6. Shoring, Sheeting, and/or Bracing as required. 1 LS S 100.00 $ 2,100.00 7. Demobilization and Cleanup1 LS -, 000.00 $ 5,000.00 Total Amount for Schedule B Pressure Reducing Station West Orange County Water Board $ 311,800.00 Total Amount for schedule B for All Bid Items in Words Three Hundred Eleven Thousand Eight Hundred Dollars and Zero Cents Notes: All extensions of unit prices will be subject to verification by the Owner. In case of variation 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. JAHUN71114941SPECWewland Bid B 03-18-04.&c C-7 ADDENDUM 1 REVISED SCHEDULE C PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Description Size Unit Total No. Quantity Unit Cost Cost SCHEDULE C BASE BID 12" WATER DISTRIBUTION MAIN IMPROVEMENTS 1. Mobilization 1 LS 500.00 $ 39 500.0 2. Furnish and install 12-inch PVC C900-CL200 pipeline with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these 147.00 468, 930.0 plans, complete and in place. 3190 LF $ $ 3. Furnish and install 8-inch PVC C900-CL200 pipeline with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these 145.00 40, 600.00 plans, complete and in place. 280 LF $ $ 4. Furnish and install 6-inch PVC C900-CL200 pipeline with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these 150.00 42, 000.00 plans, complete and in place. 280 LF $ $ 5. Furnish and install 12" resilient wedge gate valve, including valve box and appurtenances, complete and in 2g600.00 20,800.00 8 EA $ 6. Furnish and install 8" resilient wedge gate valve, including 2 100.00 8,400.00 valve box and appurtenances, complete and in lace. 4 EA 9 $ 7. Furnish and install 6" cut -in valve including valve, valve box and appurtenances, removal of existing pipe, fittings, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these 5 100.00 35, 700.00 plans, complete and in place. 7 EA $` $ C-8 ADDENDUM 1 REVISED SCHEDULE C PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Description Size Unit Total No. Quantity Unit Cost Cost SCHEDULE C BASE BID 12" WATER DISTRIBUTION MAIN IMPROVEMENTS 8. Furnish and install 8" cut -in valve including valve, valve box and appurtenances, removal of existing pipe, fittings, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these , 700.0 42, 300.0 laps, complete and in place. 9 EA $ 9. Furnish and install 12" cut -in valve including valve, valve box and appurtenances, removal of existing pipe, fittings, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these 6,300.00 6,300.01 plans, complete and in place. 1 EA $ $ 10. Furnish and install temporary inverted siphon with no valves and pumpout Sta 22+96f including pipe, fittings, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as , 000. 0C 5,000.01 shown on these plans, complete and in place. 1 EA $ 11. Connect proposed 12" water main to existing 8" main, Sta 09+61±, including all fittings, temporary blowoffs, pressure testing, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and 7, 000. OC 7,000.01 operative in lace. 1 EA $ $ 12. Connect proposed 12" water main 20" transmission main,Sta 11+10±, (Warner Ave.) including all fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, ,500.00 5,500.0 1 complete and operative in place. 1 LF $ C-9 GEUM 1 REVISED SCHEDULE C PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Description Size Unit Total No. Quantity Unit Cost Cost SCHEDULE C BASE BID 12" WATER DISTRIBUTION MAIN IMPROVEMENTS 13. Connect proposed 12" water main at existing 8" main, Sta 12+13t, (Glasslow Circle) including valve, all fittings, and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these , 600.00 6, 600.0 Tans, complete and operative in place. 1 EA $ 14. Connect proposed 12" water main at existing 8" main, Sta 13+15± (Tamara Dr.), including valves, all fittings, inverted siphon, temporary connection to existing 4" ACP and appurtenances, temporary blow off, pressure tests, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these , 000.00 5, 000.0 plans, complete and operative in place. 1 EA $ 15. Connect proposed 12" water main at existing 6" main, Sta 15+02± (Merle Cir.), 22+05t (Howard Circle) 24+074- (Orinda Circle), 30+04t (Judy Circle), 32+59+ (Donald Circle), 35+18± (Lois Circle), including all valving, fittings, temporary blowoffs, pressure testing, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as 4,700.00 28, 200.0 shown on these plans, complete and operative in place. 6 EA $ $ 16. Furnish and install siphon with no valves Sta 17+09t to Sta 17+49t including pipe, fittings, and appurtenances, temporary blow off, pressure test, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in 0,000.00 30,000.0 place. 1 1 EA $ $ C-10 ADDENDUM 1 REVISED SCHEDULE C PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Description Size Unit Total No. Quantity Unit Cost Cost SCHEDULE C BASE BID 12" WATER DISTRIBUTION MAIN IMPROVEMENTS 17. Connect proposed 12" water main at existing 8" main, Sta 19+00± (Arnett Dr.), including valves, all fittings, inverted siphon, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative 24,300.00 24, 300.00 in place. 1 EA $ $ 18. Connect proposed 12" water main at existing 6" main, Sta 25+53± and 32+05f Fire Hydrant Leads, including all fittings, inverted siphon, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, 1 400.00 22, 800.00 complete and operative in lace. 2 EA 9 $ 19. Connect proposed 12" water main at existing 8" main, Sta 27+39t (Lamar Dr.), including valves, piping, all fittings and appurtenances, temporary blow off, pressure test, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these 7,000.00 7,000.00 Tans, complete and operative in lace. 1 EA $� $ 20. Connect proposed 12" water main at existing 6" main, Sta 31+50± (Brush Ave.), including valve, piping, all fittings, inverted siphon, and appurtenances, temporary blow off, pressure test, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as 8 300.00 8,300.00 shown on these plans, complete and operative in place. 1 EA $ 21. Connect proposed 8" water main bypass at existing 8" main, Sta 36+60± (Heil Ave.), including all temporary valving, permanent valves, piping, fittings, temporary connection to existing 8" water main, and appurtenances, temporary blow off, pressure test, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and 4 300.00 24, 300.00 o erative in place. 1 1 EA 1 1 $ C-11 EED REVISED SCHEDULE C PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Description Size Unit Total No. Quantity Unit Cost Cost SCHEDULE C BASE BID 12" WATER DISTRIBUTION MAIN IMPROVEMENTS 22. Connect proposed 12" water main at existing 12" main, Sta 15+48t, (Edinger Avenue), including all fittings, temporary blowoffs, pressure test, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these • 600.00 8, 600.0 plans, complete and operative in place. 1 EA $ 23. Furnish and install new fire hydrant assembly, including fire hydrant, bury, piping, appurtenances, excavation, backfill and surface repair, as shown on these plans, , 500.00 5, 500.0 complete and in lace. 1 EA $ 24. Furnish and install air and vacuum assemblies, including all valving, fittings, and appurtenances, as shown on these , 200.00 5, 200.0 Tans, complete and in place. 3 EA $ 25. Furnish and install new 1" polyethelyne water service, including piping, fittings, valving, abandonment of existing line, trench excavation, pipe bedding, backfill, compaction, reconnection to customer side, and appurtenances, complete and operative in place. 29 EA 700.00 2$' 78 300.0 $ ' 26. Cut and cap/plug existing waterline, including all appurtenances, as shown on these plans, complete and in 2,000.00 46, 000.0 lace. 23 EA $ $ 27. Abandon valve in closed position, including removal and disposal of valve box and cover, backfill, and surface repair, complete and in lace. 3 EA 900.00 $ 2, 700.00 $ 28. Remove and salvage valve, including removal and disposal of interfering pipeline, and cutting and sealing of 2 200.00 6,600.00 pipe ends, complete and in place. 3 EA $' $ 29. Remove and replace concrete cross gutter, as shown on these plans, complete and in place. 80 LF 46.00 $ 3, 680.00, $ 30. Remove and replace concrete gutter, as shown on these 60.00 4,800.00 Tans, com lete and in place. 80 LF $ $ C-12 F�EE M 1 REVISED SCHEDULE C PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Description Size Unit Total No. Quantity Unit Cost Cost SCHEDULE C BASE BID 12" WATER DISTRIBUTION MAIN IMPROVEMENTS 31. Chlorination and testing of all new water mains and 300.00 28, 300.0 appurtenances, complete and in lace. 1 LS► $ 32. Prepare Traffic Control Plan and provide traffic control 1 EA $ $ throu out work area. 4, 000.00 94, 000.0 33. Shoring, Sheeting, and/or Bracing as required. 1 LS 000.00 $ 44 000.0 34. Demobilization and cleanup. 1 LS '$000.00 $ 54 000.0 Total Amount for All Base PVC Pipe Bid Items 12" Water Distribution Main Improvements $ 1 , 270, 610.0 Total Amount for All Bid Items in Words One Million, Two Hundred Seventy Thousand, Six Hundred Ten Dollars and Zero Cents Notes: All extensions of unit prices will be subject to verification by the Owner. In case of variation between the unit price and the extension, the unit price will govern. The Owner reserves the right to reject any or all proposals and bid items. C-13 EE) REVISED SCHEDULE D PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. Description Quantity Unit Cost Cost SCHEDULE D ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT 1. Mobilization 1 LS 0 0 2. Furnish and install 30-inch DI pipeline CL250 pipeline with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these 715.00 42, 900.00 Tans, complete and in place. 60 LF $ $ 3. Furnish and install 24-inch DI pipeline CL250 with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in 236.00 209, 096.00 lace. 886 LF $ $ 4. Furnish and install 20-inch DI pipeline CL250 with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in � 983if Lace. 4417 LF $' $ 5. Furnish and install 20-inch DI pipeline, CL250 with nitrile (NBR) (San Diego Freeway 405 crossing) gaskets, including all fittings, and appurtenances, insulators, pipe seals, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, jacking pit, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. 475.00 121,600.00 256 LF $ $ 6. Furnish and install 30-inch ID steel casing, 0.25" wall thickness (San Diego Freeway 405 crossing) including all fittings, and appurtenances, insulators, pipe seals, pavement sawcutting and removal, excavation, 'ackin it, 00 C-14 ADDENDUM 1 MHUIMI1494\SPEC\Newland Bid D Addendum 103-18-04.dac X%-12J REVISED SCHEDULE D PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. Description Quantity Unit Cost Cost SCHEDULE D ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT backfill, and surface repair as shown on these plans, 590.00 151,040.00 complete and in place. 256 LF $ $ 7. Remove existing 22" CML and C steel pipe from existing 36" ID casing (San Diego Freeway 405), including pavement sawcutting and removal, excavation, backfill, surface repair and disposal of pipe, cleaning of the inside of 36" casing for receiving the 30" ID casing as shown on these plans, internal inspection of existing casing complete 7 000.00 17, 000.00 and in place. 1 LS 1 $ 8. Furnish and install 30" butterfly valve, including valve 1 500.00 46, 000.00 box and appurtenances, complete and in place. 4 EA $ 9. Furnish and install 24" butterfly valve, including valve 7 800.00 15, 600.00 box and appurtenances, complete and in lace. 2 EA 1 $ 10. Furnish and install 20" butterfly valve, including valve 5 500.00 33, 000.00 box and appurtenances, complete and in place. 6 EA $' $ 11. Furnish and install 16" butterfly valve, including valve box and appurtenances, complete and in lace. 1 EA 300.00 3,300.00 $ 12. Furnish and install 12" resilient wedge gate valve, including valve box and appurtenances, complete and in 2,100.00 2,100.00 lace. 1 EA $ $ 13. Furnish and install 24" cut -in valve including valve, valve box and appurtenances, removal of existing pipe, butt strap, fittings, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. 11+ 00 26 700.00 26, 700.00 (Warner Avenue). 1 EA $� $ 14. Connect proposed 12" DI CL250 well line at sta 142+42.23, including all fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as 13 300.00 13, 300.00 shown on these plans, complete and operative in place. 1 EA $ 15. 1 Connect proposed 16" DI CL250 well line at sta C-15 EEUD J:UfUN11114941SPEONewland Bid D Addendum 1 03-18-04.doa REVISED SCHEDULE D PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. Description Quantity.Unit Cost Cost SCHEDULE D ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT 142+55.83. Including all fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as 18 800.00 18,800.00 shown on these plans, complete and operative in place. 1 EA $� $ 16. 20" channel crossing at sta 148+86.62 to sta 149+46.72, including all piping, fittings, casing, pump out and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as 150,000.00 1501000.0 shown on these plans, complete and op erative in place. 1 EA $ $ 17. Connect proposed 20" water transmission main to existing 24" main at sta 181+20±, including all fittings, appurtenances, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in 9,600.00 9,600.00 lace. 1 EA $ $ 18. Connect proposed 20" water transmission main to existing 24" main at sta 182+07± including all fittings, appurtenances, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in 1,900.00 21,900.00 lace. 1 EA $ $ 19. 16" channel crossing at sta 172+02t per City STD 621, including all piping, fittings, casing, pump out and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, 9, 400.00 19,400.00 surface repair, and thrust restraint, as shown on these Tans, complete and operative in place. 1 EA $ $ 20. 12" channel crossing at sta 173+00i per City STD 621, including all piping, fittings, casing, pump out and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, 4, 000.00 44, 000.00 surface repair, and thrust restraint, as shown on these Tans, complete and operative in place. 1 EA $ $ C-16 ADDENDUM 1 l,� Nni 149ASPEONewland Bid D Addendum 1 03-18-04.doc REVISED SCHEDULE D PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. Description Quantity Unit Cost Cost SCHEDULE D ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT 21. Furnish and install pump out assemblies, including all valving, fittings, and appurtenances, as shown on these 11,900.00 107,100.00 plans, complete and in place per Detail 7 Sheet 15. 9 EA $ $ 22. Furnish and install air and vacuum assemblies, including all valving, fittings, and appurtenances, as shown on these 700.00 45, 600.00 Tans, complete and in place. 8 EA $ $ 23. Cut, cap/plug and abandon existing waterline, including all appurtenances, as shown on these plans, complete and 00.00 $ 22, 000.00 in place. 10 EA $ 24. Abandon valve in closed position, including removal and disposal of valve box and cover, backfill, and surface 700.00 8,400.00 repair, complete and in place. 12 EA $ $ 25. Remove and Salvage Valve, including removal and disposal of interfering pipeline, and cutting and sealing of pipe ends, complete and in lace. 6 EA $5 00.00 15, 000.00 $ 26. Remove and replace concrete cross gutter, as shown on 35.00 4,200.00 these plans, complete and in place. 120 LF $ $ 27. Remove and replace concrete gutter, as shown on these Tans, complete and in lace. 105 LF 47.00 $ 4,935.00 $ 28. Remodel sewer connection per APWA STD 223-1, including pipe, all fitting and appurtenances, pavement saw cutting and removal, excavation, backfill, surface 7 400.00 repair as shown on these plans, complete and in lace. 14 EA $100.00 29. Reconstruct traffic signal loop detector per the standard 650.00 18, 200.00 special provisions for the construction of traffic signals 28 EA $ $ and lighting systems in Huntington Beach-2001 edition. 30. Chlorination and testing of all new water mains and 28 , 200.00 28, 200.00 appurtenances, complete and in lace. 1 LS $ $ 31. Prepare Traffic Control Plan and provide traffic control 1 LS $ $ throughout work area. 15 , 300.00 151 300.00 32. Furnish and install asphalt slurry seal in accordance with the specifications, including but not limited to, area over C-17 ADDENDUM 1 JAHUN i 1494NUMNewland Bid D Addendum 103-18-04.doc -REVISED SCHEDULE D PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. Description Quantity Unit Cost Cost SCHEDULED ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT trench and "t" section, and all appurtenant material, 1 .55 300.00 equipment and labor. 106,000 SF $ $64, 33. Cathodic Protection System includes anodes, wiring, test boxes, junction boxes, testing, appurtenances, pavement sawcutting and removal, excavation, and backfill surface 104 800.00 104,800.00 repair as shown on these plans, complete in place. 1 ILS $ 34. Shoring, Sheeting, and/or Bracing as required. 1 ILS 6A 600.00 $ 62 600.00 35. Demobilization and Cleanup 1 I LS 000.00 $ 90 000.00 Total Amount for Schedule D OC-9 Water Transmission Main Replacement �o City of Huntington Beach $ O Total Amount for Schedule D All Bid Items in Words Notes: All extensions of unit prices will be subject to verification by the Owner. In case of variation between the unit price and the extension, the unit price will govern. The Owner reserves the right to reject any or all proposals and bid items. C-18 ADDENDUM 1 JAHUNT1114941SPEONewland Bid D Addendum 3 03-18.04.doe REVISED BID SUMMARYY Schedule A - Base Bid PVC Pipe Transmission Main Schedule B — Base Bid Pressure Reducing Station $ 311,800.00 Schedule C — Base Bid Distribution Main $ 1, 270, 610.00 Total Bid (A, B, Q $ Schedule D — Alternate Bid Ductile Iron Pipe Transmission Main $ S� 2'T/ za Schedule B — Base Bid Pressure Reducing Station $ 311,800.00 Schedule C — Base Bid Distribution Main $ 1, 270, 610.00 Total Bid (D, B, Q $ ot 01 4>0 Note: Proposal can include TOTAL BID (AAQ and/or TOTAL BID (D, B, Q (i.e. either one or both). JAHUNTU 149ASPEONewland Bid Summary 03-18-04.doe C-19 GDENDUM:1) w If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY'S option, be considered null and void. Accompanying this proposal of bid, find Bid Bond in the amount of $10 % of bid which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond", as the case may be). Bidder shall signify receipt of all Addenda here, if any: Addenda No. Date Received Bidder's Sin re 1 March 26, 2004 Ck C-20 CFF 1 REVISED 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 Paving Atkinson Grading & Equipment 4592 Orion Huntington Beach CA 92649 408174 Electric Harbor Electric, Inc. 761 Basin St., San Pedro CA 90731 639135 Survey Bill Carr Surveys 16412 Eagle Lane, Huntington Beach CA 9264 LS5410 By submission of this proposal, the Bidder certifies: 1. That he is able to and will perform the balance of all work which is not covered in the above subcontractors listing. 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. C-21 ADDENDUM 1 REVISED NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of Orange Stephen A. Hay , being first duly sworn, deposes and says that he or she is Vice President of ARB, 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, filrther, 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. ARB, Inc. Name of Bidder Steven A. Hay, Vice President Signature of Bidder 26000 Commercentre Drive Lake Forest CA 92630 Address of Bidder Subscribed and sworn to before me this 2 9 th day of _ Q.o Commission #t 1461053 Molory AAA'c - CoW& Mo _ NOTARY PUBLIC �� Am e, NOTARY SEAL C-22 ADDENDUM 1 REVISED 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 OC-9 WATER TRANSMISSION MAIN REPLACEMENT in Newland Street from Warner Avenue to Edinger Avenue and 12" WATER DISTRIBUTION MAIN IMPROVEMENT in Newland Street from Warner Avenue to Heil 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. ARB, Inc. Contractor By Stephen A. Hay Vice President Title Date: March 29, 2004 C-23 ADDENDUM D1 REVISED 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 3 No If the answer is yes, explain the circumstances in the space provided. Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-24 ADDENDUM 1 REVISED 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: March 26, 2004 ARB, Inc. Contractor Stephen A. Hay Vice President Title C-25 GEUM:1 REVISED UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-422-4133 a minimum of two working days before scheduled excavation. Dig Alert Identification Number: Contractor Lo Title Date: Note: This form is required for every Dig Alert Identification Number issued by U.S.A. during the course of the Work. Additional forms may be obtained from the AGENCY upon request. C-26 EFDENfM 1 N REVISED BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: ARB, Inc, Bidder Name 26000 Commercentre Drive Business Address Lake Forest California 92630 City, State Zip (949 )598-9242 Telephone Number 194079 A, B, C-4, C36, C51, HIC State Contractor's License No. and Class July 21, 1960 Original Date Issued March 31, 2005 Expiration Date The work site was inspected by Guillermo Gard[ our office on March 22 , 2004 The following are persons, firms, and corporations having a principal interest in this proposal: ARB, Inc. OFFICERS Chief Executive Officer Brian Pratt President, Chief Operating Officer Bert Sandman Chief Financial Officer Alfons Theenwea Sr. Vice President, Secretary/Treasurer John P. Schauerman Senior Vice President Scott E. Summers Senior Vice President Timothy R. Healy Vice President, General Counsel John M. Perisich Vice President, Controller Ken Borja Vice President Donald K. Brown Jose Cabezas Vice President Stephen A. Hay -Vice P.mident J Vice President Robert A. Riess Vice President Martha C. Walda C-27 FDENDDUM1 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. ARB, Inc. Company NaRie G. Signature of Bidder Stephen A. Hay, Vice President Printed or Typed Signature Subscribed and swornto before me this 2 9 t4ay o f March , 2004. PAULA SHIMMIN w . CoMMWon #� 1461053 Notary PubNc CaNtomia ' 6 NOTARY PUBLIC , A , a L _5 , Comm. �°,a� ,� 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. Orange County Sanitation District, 10844 Ellis Ave, Fountain Valley CA Name and Address of Public Agency Name and Telephone No. of Project Manager: Harda t Khub l a l l (714) 5 9 8- 7 3 7 7 $5,089,040 CIPP Sewer Rehabilitation March, 2004 Contract Amount Type of Work Date Completed 2. Mt. San Antonio Community College, 1100 N Grand Ave, Walnut CA Name and Address of Public Agency Name and Telephone No. of Project Manager: Jerry ,zones (909) 594-561 1 Relocate water system, install storm $432,408 drain, nat, gas sys.& telecom conduit November 2003 Contract Amount Type of Work Date Completed 3. Moulton Niguel Water District, 27500 LaPaz Road, Laguna Niguel CA Name and Address of Public Agency Name and Telephone No. of Project Manager: Carlo H. Habash (949) 448-41 33 $10,000,000 103,000' of Waterline various diameters 2002 Contract Amount Type of Work Date Completed C-28 ADDENDUM 1 i BID ADDENDUM No. 1 CITY OF HUNTINGTON BEACH OC-9 WATER TRANSMISSION MAIN REPLACEMENT in Newland Street from Warner Avenue to Edinger Avenue and 12" WATER DISTRIBUTION MAIN IMPROVEMENT in Newland Street from Warner Avenue to Heil Avenue CONSTRUCTION CONTRACT NO. CC1187: PHASE I March 23, 2004 The following ADDENDUM 1 shall be made part of the Contract Documents, and the bidder shall acknowledge receipt thereof as specified below. Revisions are made to the Contract Documents as specified on the following pages. Each bidder shall acknowledge receipt and acceptance of this Addendum 1 by signing in the space provided below. Bidder shall submit the signed acknowledgement with their bid. Sincerely, CITY OF H A AlLA1IN, 1 W-1101 l gineer Gary D. epke, P.E. R.C.E. No. 48693 Receipt acknowledged and conditions agreed to this 26th day of March, 2004. _! W—j Sigr9ature Vice President Title Page 1 of 33 �. no No. 48693 )'[' Exp. 6.30.04 civil. 1 D \Documents and Settings\debowdlocal Settings\Temporary Internet Res\01.KMADDENDUM 1 doc Addendum 1 2000 MAIN STREET ! 22&z l o , 2004 To: CALIFORNIA 92648 Enclosed please find your original bid bond issued by &-Z na7� &,s a r cc C . for &Z Ze-�-2,j City Clerk Enclosure g/followup/cashcont/returnbidbond.doc (Telephone: 714-536-5227) BID BOND KNOW ALL BY THESE PRESENTS, That we, ARB, Inc of Lake Forest, California (hereinafter called the Principal), as Principal, and Liberty Mutual Insurance Company (hereinafter called the Surety), as Surety are held and firmly bound unto City of Huntington Beach (hereinafter called the Obligee) in the penal sum of Ten Percent of Bid Amount---------------------------------- ------------------------------------------------------------- Dollars($ 10% ofBidAmount ) 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 OC-9 Water Transmission Main and 12" Water Distribution Main 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 th.- faithful performance of the said Contract, then this obligation shall be void, otherwise to remain in full force and effect. Signed and sealed this 26th day of March 2004 AR , Inc. _(Seal) I Principal Witness Title er Libe Mutual nsurance Company 11-�' 7 Witness By - U 6 r�o� Donna J Frowd Attorney -in -Fact S-0053/GEEF 10/99 a CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT l:iYSiC`�yC_s'1C;^C'.,�"%C�S:i_CF;�.c� '^ -__: !`:`l�Y"•"\^;� --`^r,`C'.; �. �'� ..n. ^• State of California ss. County of Marin On March 26, 2004 before me, Donna L. Welsh, Notary Public Date Name and Title of Officer (e g , "Jane Doe, Notary Public-) personally appeared Donna J. Frowd Name(s) of Signer(s) DONNA, L WELSH D CCV . ='318402 NCTARY = 2C-CALIFORNIA 0 11 personally known to me ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their 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. ITNESS h ici 1 s Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent f fraudulent removal and reattachment of this form to another document. ; Description of Attached Document Title or Type of Document - Document Date: Signer(s) Other Than Named Above• Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual ❑ Corporate Officer — Title(s): _ ❑ Partner — ❑ Limited ❑ General KI Attorney -in -Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other Signer Is Representing Ki k? i' Number of Pages-QI ' I� Top of thumb here i. ��I �ZI Ili i-' l �d O 1999 National Notary Association - 9350 De Soto Ave , P 0 Box 2402 - Chatsworth, CA 91313 2402 - www nationalnotary org Prod No 5907 Reorder Call Toll -Free 1-800 876-6827 THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. 1422466 This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. LIBERTY MUTUAL INSURANCE COMPANY BOSTON,MASSACHUSETTS POWER OF ATTORNEY KNOW ALL PERSONS BY THESE PRESENTS: That Liberty Mutual Insurance Company (the "Company"), a Massachusetts stock insurance company, pursuant to and by authority of the By-law and Authorization hereinafter set forth, does hereby name, constitute and appoint MICHAEL B. MCGOWAN, SUSAN J. MCGOWAN, DONNA L WELSH, DONNA J. FROWD, WILLIAM P. MCGOWAN, RICHARD A. CLAYTON, ALL OF THE CITY OF NOVATO, STATE OF CALIFORNIA............................................................. ............................................................................................................................................................................................... , each individually if there be more than one named, its true and lawful attomey-in-fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations in the penal sum not exceeding SEVENTY-FIVE MILLION AND 00/100* ****************** DOLLARS ($ 75,000,000.00***** ) each, and the execution of such undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents, shall be as binding upon the Company as if they had been duly signed by the president and attested by the secretary of the Company in their own proper persons. That this power is made and executed pursuant to and by authority of the following By-law and Authorization, ARTICLE XIII - Execution of Contracts: Section 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attomeys-in-fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such z attomeys-in-fact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be i as binding as if signed by the president and attested by the secretary. S By the following instrument the chairman or the president has authorized the officer or other official named therein to appoint attorneys -in -fact. i Pursuant to Article XIII, Section 5 of the By -Laws, Garnet W. Elliott, Assistant Secretary of Liberty Mutual Insurance Company, is hereby i authorized to appoint such attorneys -in -fact as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. C1 f That the By-law and the Authorization set forth above are true copies thereof and are now in full force and effect i IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Company and the corporate seal of O Liberty Mutual Insurance Company has been affixed thereto in Plymouth Meeting, Pennsylvania this 22nd day of December 2003 Q o" LIBERTY MUTUAL INSURANCE COMPANY Garnet W. Elliott, Assistant Secretary y COMMONWEALTH OF PENNSYLVANIA ss COUNTY OF MONTGOMERY ` On this 22nd day of Dec@mber 2003 , before me, a Notary Public, personally came Garnet W. Elliott, to me known, and acknowledged that he is an Assistant Secretary of Liberty Mutual Insurance Company; that he knows the seal of said corporation; and that he executed the above a Power of Attorney and affixed the corporate seal of Liberty Mutual Insurance Company thereto with the authority and at the direction of said corporation. IN TESTIMONY WH u first above written. .Y OlgVW, �{ OF CERTIFICATE tr4 subscribed my name and affixed my notarial seal at Plymouth Meeting, Pennsylvania, on the day and year s `.if Co L"t s - - _ J2 L`6 By %�/ O si. Ter sa Pastella, Notary Public v 0 I, the undersigned, Assistant Secretary of Liberty Mutual Insurance Company, do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy, is in full force and effect on the date of this certificate; and I do further certify that the officer or official who executed the said power of attorney is an Assistant Secretary specially authorized by the chairman or the president to appoint attomeys-in-fact as provided in Article XIII, Section 5 of the By-laws of Liberty Mutual Insurance Company. This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the following vote of the board of directors of Liberty Mutual Insurance Company at a meeting duly called and held on the 12th day of March, 1980. VOTED that the facsimile or mechanically reproduced signature of any assistant secretary of the company, wherever appearing upon a certified copy of any power of attorney issued by the company in connection with surety bonds, shall be valid and binding upon the company with the same force and effect as though manually affixed IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said company, this 26th day of March 2004 By , Dav16 M. Carey, AssLw6it Secretary NOTICE FROM SURETY REQUIRED BY TERRORISM RISK INSURANCE ACT OF 2002 In accordance with the Terrorism Risk Insurance Act of 2002 (referred to hereinafter as the "Act"), this disclosure notice is provided for surety bonds on which one or more of the following companies is the issuing surety: Liberty Mutual Insurance Company; Liberty Mutual Fire Insurance Company; LM Insurance Corporation; The First Liberty Insurance Corporation; Liberty Insurance Corporation; Employers Insurance Company of Wausau (formerly "EMPLOYERS INSURANCE OF WAUSAU A Mutual Company"); Peerless Insurance Company; and any other company that is a part of or added to the Liberty Mutual Group for which surety business is underwritten by Liberty Bond Services (referred to collectively hereinafter as the "Issuing Sureties"). NOTICE FORMS PART OF BOND This notice forms part of surety bonds issued by any one or more of the Issuing Sureties. DISCLOSURE OF PREMIUM The premium attributable to any bond coverage for "acts of terrorism" as defined in Section 102(1) of the Act is Zero Dollars ($0.00). DISCLOSURE OF FEDERAL PARTICIPATION IN PAYMENT OF TERRORISM LOSSES The United States will reimburse the Issuing Sureties for ninety percent (90%) of any covered losses from terrorist acts certified under the Act exceeding the applicable surety deductible. LMIC-6539 2/03 Construction Co., Inc. License# 771279 Class A 5102 Gayhurst Avenue Baldwin Park, CA 91706-1814 Office: (626) 960-7787 Fax:(626) 960-7897 www.bubato.com info@bubato.com City of Huntington beach Department of Public Works 2000 Main Street Huntington Beach, CA 92648 (714) 536-5431 0C-9 Water `transmission Main Replacem4 Newland Street from Warner Avenue to Edinger Avenue 12" Water Distribution Improvement in Newland Street from Warner Avenue to Heil Avenue Construction Contract No,, 1187mwPhase 1 REVISED �`IbO4,,i4 SECTION C PROPOSAL for the OC-9 WATER TRANSMISSION MAIN REPLACEMENT in Newland Street from Warner Avenue to Edinger Avenue and 12" WATER DISTRIBUTION MAIN IMPROVEMENT in Newland Street from Warner Avenue to Heil Avenue CONSTRUCTION CONTRACT No. 11.87 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 90 calendar days, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 ADDENDUM 1 REVISED SCHEDULE A PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. Description Quantity Unit Cost Cost SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT 1. Mobilization 1 LS $ b6b S Oao 2. Furnish and install 30-inch PVC pipeline C905, CL235 pipeline with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these Tans, complete and in place. 60 LF $� $ 3. Furnish and install 24-inch PVC pipeline C905, CL235 with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these Tans, complete and in lace. 886 LF $ $ �%2 3$d 4. Furnish and install 20-inch PVC pipeline C905, CL235 with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, ! 615 VO, surface repair, and thrust restraint, as shown on these i � plans, complete and in lace. 4417 LF . $ $ 5. Furnish and install 20-inch PVC pipeline C905, CL235 with nitrile (NBR) (San Diego Freeway 405 crossing) gaskets, including all fittings, and appurtenances, insulators, pipe seals, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, jacking pit, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. 256 LF 6. Furnish and install 30-inch ID steel casing, 0.25" wall thickness (San Diego Freeway 405 crossing) including all fittings, and appurtenances, insulators, pipe seals, pavement sawcutting and removal, excavation, jacking pit, backfill, and surface repair as shown on these plans, p� )38 2'f0 complete and in lace. 256 LF $ $ 7. Remove existing 22" CML and C steel pipe from existing 36" ID casing San Diego Freeway 405),- including C-2 ADDENDUM 1 DADocuments and Settings\debowd%Uca1 Settings\Temporary Intemet Is1a\0LK8B\New1and Bid A Addendum 103-18-04.doc REVISED SCHEDULE A PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. Description Quantity Unit Cost Cost SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT pavement sawcutting and removal, excavation, backfill, surface repair and disposal of pipe, cleaning of the inside of 36" casing for receiving the 30" ID casing as shown on these plans, internal inspection of existing casing, 1 LS $16,060 $ /6)oon", complete and in place. 8. Furnish and install 30" butterfly valve, including valve box and appurtenances, complete and in place. 4 1 EA $ $ Q) ova 9. Furnish and install 24" butterfly valve, including valve box and appurtenances, complete and in place. 2 EA $ 10. Furnish and install 20" butterfly valve, including valve box and appurtenances, complete and in place. 6 EA $4,9ao $ tq,4 o� 11. Furnish and install 16" butterfly valve, including valve box and appurtenances, complete and in place. 1 EA 40 $ �0 $ A, ao 12. Furnish and install 12" resilient wedge gate valve, including valve box and appurtenances, complete and in 1fto !> lace. 1 EA $ $ 13. Furnish and install 24" cut -in valve including valve, valve box and appurtenances, removal of existing pipe, butt strap, fittings, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. 11+ 00 43,3m Warner Avenue). 1 EA $43�3a'� $ 14. Connect proposed 12" PVC well line C900 CL200 at sta 142+42.23, including all fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 1 EA $ I 15. Connect proposed 16" PVC well line C905 CL235 at sta 142+55.83. Including all fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 1 EA $ �� boob $ 1A G00 16. 20" channel crossing at sta 148+86.62 to sta 149+46.72, including all piping, fittings, casing, pump out and C-3 ADDENDUM 1 D:\Documents and Settings\debowd\Local Settings\Temporary Internet Files\OLKSEWewlend Bid A Addendum 1 03-1".doc REVISED SCHEDULE A PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. Description Quantity Unit Cost Cost SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 1 EA $ 717ocr $ 7i ?oo"� 17. Connect proposed 20" water transmission main to existing 24" main at sta 181+20-+ including all fittings, appurtenances, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in 0w lace. 1 EA $4 $'6 18. Connect proposed 20" water transmission main to existing 24" main at sta 182+07f including all fittings, appurtenances, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in ��� Obi lace. 1 EA $�� OOa $ 19. 16" channel crossing at sta 172+02f per City STD 621, including all piping, fittings, casing, pump out and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these Tans, complete and operative in place. 1 EA 20. 12" channel crossing at sta 173+00± per City STD 621, including all piping, fittings, casing, pump out and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these Tans, complete and operative in place. 1 EA $%A 00' $ / k 6d0 21. Furnish and install pump out assemblies, including all valving, fittings, and appurtenances, as shown on these /63 Tans, complete and in place per Detail 7 Sheet 15. 9 EA $ /%d $ 22. Furnish and install air and vacuum assemblies, including all valving, fittings, and appurtenances, as shown on these $��, Tans, complete and in lace. 8 EA $ $ 23. Cut, cap/plug and abandon existing waterline, including all appurtenances, as shown on these plans, complete and in lace. 10 EA $11i 0-1$ oZ41 O60 C-4 ADDENDUM 1 MDocuments and SeuingaWebuwd\Local SettingATempontry Internet FileskOLKSONewland Bid A Addendum 103-1".doc REVISED SCHEDULE A PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. Description Quantity Unit Cost Cost SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT 24. Abandon valve in closed position, including removal and disposal of valve box and cover, backfill, and surface repair, complete and in place. 12 EA $ & $ % 2 b 25. Remove and Salvage Valve, including removal and disposal of interfering pipeline, and cutting and sealing of pipe ends, complete and in place. 6 EA I $1)9oa $ 11,400 26. Remove and replace concrete cross gutter, as shown on these plans, complete and in place. 120 LF $ 42.00 $ 7,44 27. Remove and replace concrete gutter, as shown on these plans, complete and in place. 105 LF $ $ 5, is 28. Remodel sewer connection per APWA STD 223-1, including pipe, all fitting and appurtenances, pavement saw cutting and removal, excavation, backfill, surface � repair as shown on these plans, complete and in place. 14 EA $ $ $, `/ 29. Reconstruct traffic signal loop detector per the standard special provisions for the construction of traffic signals ��� 0� and lighting systems in Huntington Beach-2001 edition. 28 EA $ $ i 30. Chlorination and testing of all new water mains and �iteo0� a urtenances, complete and in place. 1 LS $ $� qw 31. Prepare Traffic Control Plan and provide traffic control 1 LS $ $ throughout work area. 11'00 ,� 7Z� 32. Furnish and install asphalt slurry seal in accordance with the specifications, including but not limited to, area over trench and "t" section, and all appurtenant material, -01 e ui ment and labor. 106,000 SF $ .30 $?jl 800 33. 1 Shoring, Sheeting, and/or Bracing as required. 1 LS $ 000 $ 34. 1 Demobilization and Cleanup 1 LS $ f. off' $ coo' Total Amount for Schedule A OC-9 Water Transmission Main Replacement Cityof Huntington Beach $ i ��..1 �O� 1 Tot Amount for Schedul All id It s'i Word&f C-5 ADDENDUM 1 DADocuments and Settings\debowd\Local SettingATempomry Intemet Fi1es\OLK8E\Newland Bid A Addendum 1 03-18-04.doc REVISED SCHEDULE A PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. Description Quanti Unit Cost Cost SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT Notes: All extensions of unit prices will be subject to verification by the Owner. In case of variation between the unit price and the extension, the unit price will govern. The Owner reserves the right to reject any or all proposals and bid items. C-6 [EE) DADocuments and Settinga\debowd\Local Settings\Temporary Internet FileAOLKBB\Newland Bid A Addendum 103-18-04.doc REVISED SCHEDULE B PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. Description Quantiq Unit Cost Cost SCHEDULE B BASE BID PRESSURE REDUCING STATION WEST ORANGE COUNTY WATER BOARD 1. Mobilization 1 LS $ 7 ocu 2. Furnish and install pressure reducing and meter station including 14" pressure reducing valve, 14" flow meter, steel piping from sta 191+01.88 to sta 191+61.70, hinges and appurtenances, air and vacuum releases, retaining wall, chain link fence, conduit piping, concrete pad, sidewalk, driveway, pavement sawcutting and removal, � / GaU excavation, backfill, surface repair and thrust restraint as shown on these plans, complete and in place. 1 EA $ $� 3. Furnish and install electrical service controls and SCADA system including all panels, wiring, conduits, antenna, antenna pole, cabinets and appurtenances, driveway, sidewalk and pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. 1 EA $ 3 0oo;' $ dw 4. Chlorination and testing of all new water mains and appurtenances, complete and in place. 1 LS $o�� $ 5. Prepare Traffic control plan and provide traffic control 1 EA $ $ throe out work area. Ado 6. 1 Shoring, Sheeting, and/or Bracing as required. 1 ILS $ $ko $ ow 7. 1 Demobilization and Cleanup 1 ILS $ 3 0v` Total Amount for Schedule B o l �� �J Pressure Reducing Station ) West Orange County Water Board $ (060 Total Amount for schedule B for All 2B'd I ms ' ord Notes: �ac.0 ,aHG / All extensions of unit prices will be subject to verification by the Owner. In case of variation 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. J:\HUN1111494\SPEC1Newland Bid B 03.18-04.doe C-7 ADDENDUM 1 � w REVISED SCHEDULE C PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Description Size Unit Total No. Quantity Unit Cost Cost SCHEDULE C BASE BID 12" WATER DISTRIBUTION MAIN IMPROVEMENTS 1. Mobilization 1 LS $ oab $ 6bC� 2. Furnish and install 12-inch PVC C900-CL200 pipeline with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these Tans, complete and in place. 3190 LF $ Ko " s44(, &e* 3. Furnish and install 8-inch PVC C900-CL200 pipeline with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these Tans, complete and in place. 280 LF $ 135 $ 37 8«a 4. Furnish and install 6-inch PVC C900-CL200 pipeline with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these Tans, complete and in place. 280 LF $ ��� $ oZ$ OLb' 5. Furnish and install 12" resilient wedge gate valve, including valve box and appurtenances, complete and in lace. 8 EA $Apdo � $ ((P ow 6. Furnish and install 8" resilient wedge gate valve, including valve box and appurtenances, complete and in place. 4 EA $1 w, 7. Furnish and install 6" cut -in valve including valve, valve box and appurtenances, removal of existing pipe, fittings, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these Tans, in complete and place. 1 7 EA C-8 ADDENDUM 1 REVISED SCHEDULE C PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Description Size Unit Total No. Quantity Unit Cost Cost SCHEDULE C BASE BID 12" WATER DISTRIBUTION MAIN IMPROVEMENTS 8. Furnish and install 8" cut -in valve including valve, valve box and appurtenances, removal of existing pipe, fittings, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these fans, complete and in place. 9 EA $ 5 m" $ 4 $o 9. Furnish and install 12" cut -in valve including valve, valve box and appurtenances, removal of existing pipe, fittings, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, com lete and in place. 1 EA $ Tom, $ 60,20 10. Furnish and install temporary inverted siphon with no valves and pumpout Sta 22+96f including pipe, fittings, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as D ,� shown on these plans, complete and in place. 1 EA $1,000 $ T 11. Connect proposed 12" water main to existing 8" main, Sta 09+61+, including all fittings, temporary blowoffs, pressure testing, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and ti lco (0,/00 operative in place. 1 EA $ $ 12. Connect proposed 12" water main 20" transmission main,Sta 11+10f, (Warner Ave.) including all fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, CA complete and operative in lace. 1 .W $ )0, Owl$ �V p00 C-9 GHUMD, REVISED SCHEDULE C PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Description Size Unit Total No. Quantity Unit Cost Cost SCHEDULE C BASE BID 12" WATER DISTRIBUTION MAIN IMPROVEMENTS 13. Connect proposed 12" water main at existing 8" main, Sta 12+13f, (Glasslow Circle) including valve, all fittings, and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these 3 plans, complete and operative in lace. 1 EA $.3'.� $ 14. Connect proposed 12" water main at existing 8" main, Sta 13+15± (Tamara Dr.), including valves, all fittings, inverted siphon, temporary connection to existing 4" ACP and appurtenances, temporary blow off, pressure tests, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these 10`bp4 i0, Tans, complete and operative in place. 1 EA $ $ 15. Connect proposed 12" water main at existing 6" main, Sta 15+02f (Merle Cir.), 22+05t (Howard Circle) 24+07t (Orinda Circle), 30+04f (Judy Circle), 32+59f (Donald Circle), 35+18t (Lois Circle), including all valving, fittings, temporary blowoffs, pressure testing, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 6 EA $ 3 ` $ o22 16. Furnish and install siphon with no valves Sta 17+09f to Sta 17+49f including pipe, fittings, and appurtenances, temporary blow off, pressure test, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in I I lace. 1 I EA $ $ C-10 ADDENDUM 1 REVISED SCHEDULE C PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Description Size Unit Total No. Quantity Unit Cost Cost SCHEDULE C BASE BID 12" WATER DISTRIBUTION MAIN IMPROVEMENTS 17. Connect proposed 12" water main at existing 8" main, Sta 19+00± (Arnett Dr.), including valves, all fittings, inverted siphon, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 1 EA $ I (� $ f / 0 18. Connect proposed 12" water main at existing 6" main, Sta 25+53f and 32+05f Fire Hydrant Leads, including all fittings, inverted siphon, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, 3 20� com lete and operative in place. 2 EA $ $ 19. Connect proposed 12" water main at existing 8" main, Sta 27+39f (Lamar Dr.), including valves, piping, all fittings and appurtenances, temporary blow off, pressure test, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these Tans, complete and operative in place. 1 EA 20. Connect proposed 12" water main at existing 6" main, Sta 31+50f (Brush Ave.), including valve, piping, all fittings, inverted siphon, and appurtenances, temporary blow off, pressure test, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 1 EA $ $ (3 21. Connect proposed 8" water main bypass at existing 8" main, Sta 36+60f (Heil Ave.), including all temporary valving, permanent valves, piping, fittings, temporary connection to existing 8" water main, and appurtenances, temporary blow off, pressure test, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 1 1 EA $71,aw $ a7 Odd C-11 ADDENDUM 1 REVISED SCHEDULE C PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Description Size Unit Total No. Quantity Unit Cost Cost SCHEDULE C BASE BID 12" WATER DISTRIBUTION MAIN IMPROVEMENTS 22. Connect proposed 12" water main at existing 12" main, Sta 15+48f, (Edinger Avenue), including all fittings, temporary blowoffs, pressure test, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 1 EA 23. Furnish and install new fire hydrant assembly, including fire hydrant, bury, piping, appurtenances, excavation, backfill and surface repair, as shown on these plans, 1l,��� s 000 complete and in lace. 1 EA $ Tw $ 24. Furnish and install air and vacuum assemblies, including all valving, fittings, and appurtenances, as shown on these Tans, complete and in place. 3 EA $ $ /s 25. Furnish and install new 1" polyethelyne water service, including piping, fittings, valving, abandonment of existing line, trench excavation, pipe bedding, backfill, compaction, reconnection to customer side, and appurtenances, complete and operative in place. 29 EA $ 3'&Oo $ 1 i 0)%W 26. Cut and cap/plug existing waterline, including all appurtenances, as shown on these plans, complete and in .100 1 �l 84O lace. 23 EA $ $ 27. Abandon valve in closed position, including removal and disposal of valve box and cover, backfill, and surface repair, complete and in place. 3 EA $ w $ l $60 28. Remove and salvage valve, including removal and disposal of interfering pipeline, and cutting and sealing of pipe ends, complete and in place. 3 EA $ A, 000' $ co 000 � 29. Remove and replace concrete cross gutter, as shown on these plans, complete and in place. 80 LF $ $ 30. Remove and replace concrete gutter, as shown on these i Tans, complete and in place. 1 80 LF $ $ C-12 ADDENDUM 1 REVISED SCHEDULE C PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Description Size Unit Total No. Quantity Unit Cost Cost SCHEDULE C BASE BID 12" WATER DISTRIBUTION MAIN IMPROVEMENTS 31. Chlorination and testing of all new water mains and appurtenances, complete and in place. 1 LS $ 4 'dos � $ led 32. Prepare Traffic Control Plan and provide traffic control 1 EA $ $ throughout work area. I I '21'coe 7M 0 000 33. Shoring, Sheeting, and/or Bracing as required. 1 LS $ b1* $ G 001 34. Demobilization and cleanup. 1 LS $ 00 $ glow Total Amount for All Base PVC Pipe Bid Items 12" Water Distribution Main Improvements $ o v p d Tota]4mount for All Bid Itemords�.. ^ �„ a..cf,/ cco Notes: All extensions of unit prices will be subject to verification by the Owner. In case of variation between the unit price and the extension, the unit price will govern. The Owner reserves the right to reject any or all proposals and bid items. C-13 ADDENDUM 1 .REVISED SCHEDULE D PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. DescrijRtion Quantity Unit Cost Cost SCHEDULED ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT 1. Mobilization 1 LS $ $ 2. Furnish and install 30-inch DI pipeline CL250 pipeline with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow off, pressure testing,., c , pavement sawcutting and removal, excavation660 surface repair, and thrust restraint, as showntie Tans, complete and in lace. LF $ $ 3. Furnish and install 24-inch DI pipeline CL250 th e (NBR) gaskets, including all fitting , and appurte ces, temporary blow off, pressure testing J ment cutting and removal, excavation, backfill Efface epair, and thrust restraint, as shown on th ans, plete and in lace. 886 LF $ $ 4. Furnish and install 20-inch DI pipeliq4CL250 with nitrite (NBR) gaskets, including all fitt' s, and appurtenances, temporary blow off, pressure to g, pavement sawcutting and removal, excavation, kfill, surface repair, and wn thrust restraint, as shothese plans, complete and in lace. 4417 LF $ $ 5. stall 2 ch DI pipeline, CL250 with nitrite Fu/tempy (NDi Freeway 405 crossing) gaskets, infi gs, and appurtenances, insulators, pipe sey blow off, pressure testing, pavement sad removal, excavation, jacking pit, backfill, sur, and thrust restraint, as shown on these plte and in place. 256 LF $ $ 6. Furnish and install 30-inch ID steel casing, 0.25" wall thickness (San Diego Freeway 405 crossing) including all fittings, and appurtenances, insulators, pipe seals, pavement sawcutting and removal, excavation, jacking it, C-14 ADDENDUM 1 J:\HUNTI 1494\SPEC\N9WWA Bid D Addendum 103-18.04.doo REVISED SCHEDULED PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item . Size Unit Total No. Description Quantity TA/it Cost Cost SCHEDULE D ALTERNATE BID DUCTILE IRON PIP OC-9 WATER TRANSMISSIO P CEMENT backfill, and surface repair as shown on the lat, complete and in lace. 256 LF $ $ 7. Remove existing 22" CML and C steel pipe from tin 36" ID casing (San Diego Freeway 405), in ud' pavement sawcutting and removal, exca a on, ba 11, surface repair and disposal of pipe, clp th side of 36" casing for receiving the 30" ownon Ttl4aas these plans, internal inspection of exin c complete and in place. 1 LS $ $ 8. Furnish and install 30" butterfly valve, cluding valve box and appurtenances, complete and ' lace. 4 EA $ $ 9. Furnish and install 24" butterfly v e, including valve box and appurtenances, complete in lace. 2 EA $ $ 10. Furnish and install 20" butte valve, including valve box and appurtenances, compljfe and in place. 6 EA $ $ 11. Furnish and install 16" buArfly valve, including valve box and appurtenances, cqAplete and in place. 1 EA $ $ 12. Furnish and install resilient wedge gate valve, including valve box d appurtenances, complete and in lace. 1 EA $ $ 13. Furnish and in 24" cut -in valve including valve, valve box and app enances, removal of existing pipe, butt strap, fitt' , pavement sawcutting and removal, excavatio ackfill, surface repair, and thrust restraint, as shown these plans, complete and in place. 11+ 00 W r Avenue). 1 EA $ $ 14. Connect proposed 12" DI CL250 well line at sta 142+42.23, including all fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 1 EA $ $ 15. Connect proposed 16" DI CL250 well line at sta C-15 ADDENDUM 1 J'.URJN7V 14941SPHC\Ncw1=d Bid D Addendum 103.1&04.doc REVISED SCHEDULE D PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH 09 Item Size UnipoOr Total No. Description Quantity Unit st Cost SCHEDULE D ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACE 142+55.83. Including all fittings, temporary blowoffs, and or appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, shown on these plans, complete and operative in place.5 11 EA $ $ 16. 7 20" channel crossing at sta 148+86.62 to sta 149+46Vce.t*' including all piping, fittings, casing, puappurtenances, pavement sawcutting anexcavation, backfill, surface repair, and thrusshown on these lans, con lete and o erative 1 EA $ $ 17. Connect proposed 20" water transmis/maiexisting 24" main at sta 181+20t, inclfittings, appurtenances, excavation, backfill, air, and thrust restraint, as shown on these ple and in lace. 1 EA $ $ 18. Connect proposed 20" water trans ionmain to existing Znl 24"main at sta 182+07fuding all fittings, appurtenances, excavation, ba 11, surface repair, and thrust restraint, as shown on ese plans, complete and in lace. 1 EA $ $ 19. 16" channel crossing at to 172+02t: per City STD 621, fittings, casing, pump out and including al/and appurtenancery blow off, pressure testing, pavement sad removal, excavation, backfill,surface repaust restraint, as shown on theseTans, con 1ative in place. 1 EA $ $ 20. at sta 173+OOt per City STD 621, l piping, fittings, casing, pump out and /channcrossing s, temporary blow off, pressure testing, wcutting and removal, excavation, backfill, ir, and thrust restraint, as shown on these plans, complete and operative in place. 1 1 EA I $ I $ C-16 CEE M 1 J:\HUNT\l 1494�SPECWewland Bid D Addendum 103-18.04.doa REVISED SCHEDULE D PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEME CITY OF HUNTINGTON BEACH Item Siz Unit Total No. Description u ti Unit Cost Cost SCHEDULE D ALTERNATE BID DUCTILE IRON PIP OC-9 WATER TRANSMISSION REPLACEMENT 21. Furnish and install pump out assemblies, including 1 valving, fittings, and appurtenances, as shown on ese Tans, complete and in place per Detail 7 Shjp4 15. 9 EA $ $ 22. Furnish and install air and vacuum asse , ' cluding all valving, fittings, and appurtenan , o on these Tans, complete and in lace. ` 8 EA $ $ 23. e, including Cut, cap/plug and abandon exis ' ate6complete all appurtenances, as shown on the pl and in place. 10 EA $ $ 24. Abandon valve in closed po ' n/in uding removal and disposal of valve box kfill, and surface repair, complete and in la . 12 EA $ $ 25. Remove and Salvage Va . e, cluding removal and disposal of interfering pipelin and cutting and sealing of pipe ends, complete and in ce. 6 EA $ $ 26. Remove and replace conc to cross gutter, as shown on these plans, complete ann lace. 120 .LF $ $ 27. Remove and replace ncrete gutter, as shown on these Tans, com fete and ' lace. 105 LF $ $ 28. ection per APWA STD 223-1, Remodel seAon including piing and appurtenances, pavement saw cuttingval, excavation, backfill, surface repair as shoe plans, complete and in Rlace. 14 EA $ $ 29. Reconstruct affic signal loop detector per the standard special pr9fisions for the construction of traffic signals 28 EA $ $ and lightidg systems in Huntington Beach-2001 edition. 30. Chlori9ftion and testing of all new water mains and appugrenances, complete and in place. 1 LS $ $ 31. Pr are Traffic Control Plan and provide traffic control 1 LS $ $ ou out work area. 32. Furnish and install asphalt slurry seal in accordance with the specifications, including but not limited to, area over C-17 ADDENDUM 1 J-,UR Nn114941SPE0Newlmd Bid D Addendum 1 o3-1844.doc REVISED SCHEDULE D PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size nit Total No. Description QuantityUnit Cost Cost SCHEDULED ALTERNATE BID /MENT DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLA trench and "t" section, and all appurtenant material, J16/0 equipment and labor. A SF $ $ 33. it I Cathodic Protection System includes anodes, w' , t boxes, junction boxes, testing, appurtenances, sawcutting and removal, excavation, and backfil s ac repair as shown on these plans, complete in place. 1 LS $ $ 34. Shoring, Sheeting, and/or Bracingas required. 1 LS $ $ 35. Demobilization and Cleanup 1 LS $ $ Total Amount for Schedule D OC-9 Water Transmission Main Replacement "INAY Cityof Huntington Beach $ Total Amount for Schedule D All Bid Items in ords Notes: All extensions of unit prices will be ject to verification by the Owner. In case of variation between the unit price and the extension, the unit pri will govern. The Owner reserves the right t e'ect an or all proposals and bid items. C-18 ADDENDUM 1 IAMMU 149ASPEONewiend Bid D Addendum 103-19-04.doo REVISED BID SUMMARY 00 Schedule A - Base Bid PVC Pipe Transmission Main 1v\ Loa.00 A. Schedule B — Base Bid Pressure Reducing Station $ Schedule C — Base Bid Distribution Main $ , d l 3 �bd • od . Total Bid (A, B, Q $ 4 ( a ,, Schedule D — Alternate Bid Ductile Iron Pipe Transmission Main $ A/0 Z '� Schedule B — Base Bid Pressure Reducing Station Schedule C — Base Bid Distribution Main $ A'o �31 $. -Al, /3t Total Bid (D, B, Q $ /V d Al( --- Note: Proposal can include TOTAL BID (A.B. Q andlor TOTAL BID (D. B. Q (i.e. either one or both). J.-UWNTU 14941SPEQNewleed Bid Summery 03.1 B-04.dm; C-19 EED 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'RID 5Nb in the amount of $ 1&0 ok- M 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: C-20 ADDENDUM 1 REVISED 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. By submission of this proposal, the Bidder certifies: 1. That he is able to and will perform the balance of all work which is not covered in the above subcontractors listing. 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. C-21 ADDENDUM 1 REVISED NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of t-os "I" 1 +� a being first duly sworn, deposes and says that he or -she is SEuZr �ti of 9t C3U� GaNSi P-t1GRo -the party making the foregoing bid that the bid is not made in the interest of, or on the behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Name of Bidder Signature of Bidder s.UAW •u, Addressof •• Subscribed and sworn to before me this &W day of PA R-' , 20 NOTARY PUBLIC HEIDI & of"Ic Con r&Won i t 352M8 Nglilry PUW - caNamh Los AnOw Cou* . C-22 � ADDENDUM 1 REVISED 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 OC-9 WATER TRANSMISSION MAIN REPLACEMENT in Newland Street from Warner Avenue to Edinger Avenue and 12" WATER DISTRIBUTION MAIN IMPROVEMENT in Newland Street from Warner Avenue to Heil 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 farther 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. ZLM�_B_��E� UK-k—, �13A W �7Pk, Contractor �v BY Title C-23 ADDENDUM 1 REVISED 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 "ZVo If the answer is yes, explain the circumstances in the space provided. Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-24 ADDENDUM 1 REVISED 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. I�. /i,:%L' �'�- ... 6xteA1,9 M�-�K Contractor By Title C-25 ADDENDUM 1 REVISED 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. Dig Alert Identification Number: MjLJ-.L [gtA&A�to Gyngsm�c,-CiE*j .,We, Contractor By Title , Date: "AAA.k �D{ Note: .This form is required for every Dig Alert Identification Number issued by U.&A. during the course of the Work. Additional forms may be obtained from the AGENCY upon request. C-26 EFDENDUM 1 REVISED BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Bidder Name Business Address (Zal--4) gb15- 77 8� Telephone Number 7 -7 12--7 , , 4 Class State Contractor's License No. and Original Date Issued r/?a%- Expiration Date The work site was inspected by JW/ 77/of our office on � Z8° 20051' The following are persons, firms, and corporations having a principal interest in this proposal: now W'm-4 C-27 [EUDM, 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. Name Signature of Bidder �� �it� Printed or Typed Signature Subscribed and sworn to before me this 30 day of /'1!- RZAI , 200 0 HEIDI S. GRANIC Comm Won # 130M Nohry Pubile - CAROMIa L m Mor1W County NOTARY PUBLIC L41.16 Wcom Fmm 1�, 2ooa 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: 2. 3. v 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 C-28 ADDENDUM 1 Statement of Qualifications for Public Works construction Contract Fulfillment: Mike Bubalo Construction Co., Inc. has the ability to perform the contract in a timely, competent and acceptable manner, including, but not limited to, having available and committed to performance of the contract: a. Adequate financial resources; b. Necessary licenses, organization, experience, accounting controls and operational controls; C. Sufficient personnel with the necessary expertise and technical skills; d. Necessary production, construction, and technical equipment and facilities; and e. Contracts or other binding arrangements with responsible subcontractors to do all work not to be performed by the prime bidder. History of Contract Performance: Mike Bubalo Construction Co., Inc. has a record of satisfactory performance on contracts for the life of the firm, and by their officers, including, but not limited to: a. No suspension or revocation of any relevant professional license, or significant fines or penalties, for failure to comply with substantive licensing requirements; b. No termination for default of any contract, nor significant failure to perform timely or in accordance with the proposal, pans and/or specifications; C. No significant failure to comply with labor laws and regulations, including, but not limited to, laws pertaining to timely payment of wages, payment of prevailing wages, sexual harassment, child labor and timely payment of all obligations to subcontractors, vendors, suppliers and truckers; d. No significant disregard for the personal safety of employees, other personnel on construction sites, or the public (repeated or multiple failures to comply with safety rules, regulations, or requirements can be considered as significant); e. No significant violation of Workers' Compensation laws; f. No significant failure to comply with laws and regulations prohibiting discrimination or promoting equal employment opportunity; and g. No significant violation of local, state o federal environmental protections laws, rules, regulations, or requirements including those related to the unauthorized or un- permitted discharge of pollutants, including wastewater. Record of Ethics and Business Practice: Mike Bubalo Construction Co., Inc. has a satisfactory record of integrity and business ethics for the life of the firm and by their officers, including, but not limited to: a. No conviction of a crime involving bidding upon or performance of a local, state or federal government contract; b. No conviction of a crime involving serious moral turpitude, a fundamental lack of integrity, or the knowing disregard of the law; and C. The absence of repeated failures to demonstrate the required good faith efforts to satisfy the City's subcontractor outreach program. Subcontractor Relations: Mike Bubalo Construction Co., Inc. has a proven record of appropriate business ethics toward subcontractors, including, but not limited to, the following: a. Demonstrated knowledge of and compliance with federal, state and City of Los Angeles laws and regulations pertaining to utilization of subcontractors and business practices toward subcontractors; b. Demonstrated commitment to practices of good faith and fair dealing toward subcontractors; and C. Demonstrated record of satisfactory performance of contractual obligations owing to subcontractors, including timely payment. The following subcontractors have performed satisfactory work on our previous projects: Subcontractor Firm PCI, Inc. Toomey Industries Cut Core Demolition West Coast Concrete Cutting Honcho Construction LnA Concrete All American Asphalt Lowers Welding Barney's Hole Digging BDK Trucking Work Performed Pavement Delineation Traffic Control Maintenance Saw cutting Saw cutting Concrete Structures/Flatwork Concrete Structures/Flatwork Asphalt Paving Welding Auger Drilling Trucking Bonding & Insurance: Mike Bubalo Construction Co., Inc., has not failed to submit all required bonds and insurance documents upon notifications of award of the contract by the awarding agency and in the time frame designated in the bid documents. Bidding History:, Mike Bubalo Construction Co., Inc., has not failed to submit requested, additional information by the date and time specified by staff after receipt of bids or proposals but prior to the award of the contract. Mike Bubalo Construction Co., Inc. Company History: Mike Bubalo Construction Co., Inc. began work under its present organization as a corporation in 1999. Presently we have 7 projects with government agencies. Mike Bubalo, owner, and Dave Sorem, General Manager, have extensive underground construction experience. Mike Bubalo Construction Company has been in business since 1974 as an individual general contractor and performing construction services for Steve Bubalo Construction Co., Inc. prior to incorporation. Key Personnel. - Mike Bubalo was General Superintendent for Steve Bubalo Construction Co., Inc. whose responsibilities included supervision of construction projects that ranged in cost from $500,000 to $14,000,000. Mike Bubalo has owned and operated his company since 1974. Dave Sorem is General Manager of Mike Bubalo Construction Co., Inc. Dave was also employed by Steve Bubalo Construction Co. Inc. as Project Manager from 1992 to 1999. His responsibilities included project management, estimating and engineering duties for all construction projects. Prior to employment with Steve Bubalo Construction Co., Inc. Dave Sorem worked for the Los Angeles County Department of Public Works, Design Division from 1982 to 1992 as a Civil Engineer III/Section Head. Anton Brkic is Project Coordinator for Mike Bubalo Construction Co., Inc. Anton was also employed by Steve Bubalo Construction Co. Inc. as Project Coordinator from 1993 to 1999. His responsibilities included project scheduling, permit review, submittals, loss control and procurement for all construction projects. Technical Qualifications. Mike Bubalo Construction Co., Inc. has the unique ability to perform all of the required elements for a successful and prompt construction project "in-house". We have the ability to provide civil engineering tasks that include: Shoring design CPM Scheduling (Suretrak 3.0) SWPPP Preparation Utility conduit design Dewatering & Bypass Design Traffic Control Detour Plans Underground structure design Site specific safety plans In addition to these skills, we have assisted utility owners in liaison coordination and permit review. Emergency repairs that might require participation from agencies outside of the City's control will benefit from our experience with various federal, state and local agencies. Current Manpower Resources: Mike Bubalo Construction Co., Inc. is signatory to the Operating Engineers Union and Laborers Union. All of our current field personnel have a minimum of 10 years experience. We have supervisory and field personnel trained and certified to work in hazardous material zones (HAZWOPR certified). Field Supervision/Foreman Steve Bubalo, Nick Bubalo DAVID D. SOREM, P.E. EDUCATION University of Southern California, Los Angeles, CA 8/84 to 5/85, graduate courses, Advanced Steel and Concrete Design California State University of Los Angeles, Los Angeles, CA 4/83 to 12/83, graduate courses, Engineering Application of Computers and Advance Structural Analysis. North Dakota State University, Fargo, ND Bachelor of Science, Civil Engineering, 11/81 Moorhead State University, Moorhead, MN Pre -engineering, 8/77 to 8/80 EXPERIENCE Mike Bubalo Construction Co., Inc. 1/00 to present Manager and Partner of Mike Bubalo Construction Co., Inc. Responsibilities include management, estimating, engineering and general operation of the corporation. Steve Bubalo Construction Co., Inc. 6/92 to 12/99 Project Manager Responsibilities include staff support and estimating for the construction of sewers, storm drains and water lines. Los Angeles County Department of Public Works (formerly Los Angeles County Flood Control District), Alhambra, CA 4/89 to 6/92 Section Head — Design Division, Contracting Section Responsibilities include the supervision of engineering staff for the preparation of plans and specifications for Public Works projects, the review and selection of consultants and negotiating contracts for their engineering services. Additional responsibilities include providing technical assistance to County Counsel and the presentation of projects to County Administration and other agencies. Total construction dollar amount - $90 million. 4/88 to 4/89 Unit Head — Design Division, Contracting Unit Same responsibilities listed above as Section Head. Total construction dollar amount - $20 million. 8/87 to 4/88 Project Engineer — Design Division, Technical Support section Act as the Department's Project Engineer/Manager for the planning and design of drainage and roadway projects. Encompasses instructing and advising Consultants that prepare construction drawings for the Department, Processing change orders and seeing that the overall project is on schedule. Partial list of projects as Project/Manager include: -Lincoln-Pico-Kanter Low Flow Bypass Department's portion ( $430,000) -Harbor City Relief Drain ($8,300,000) 11/85 to 8/87 Project Engineer/Civil Engineer 1— Design Division. Worked both in Structural Analysis Group and Technical Support Section. Same responsibilities as described previously in Project Engineer — Design Division. Technical Support Section with additional tasks of the Structural Analysis Group, which include analysis and preparation of construction drawings and specifications for Public Works projects. Worked as structural consultant to other Divisions and Administration within the Department. Performed structural review of permit submittals from private companies and public agencies. Partial list of projects as Project Engineer include- -Adams Blvd. Drain, Unit 1 and 2 ($6,200,000) -Poplink Drain, Unit 1 ($2,600,00) -Adams Blvd. Drain, Unit 3 ($6,250,000) -No. Torrance Relief Drain Concept Report -Adams Blvd. Drain, Unit 4 Concept Report -Little Tujunga Wash Bridge Stabilizer ($490,000) -White Canyon Road; Phase 1 ($5,300,000) 12/83 to 11/85 Senior Civil Engineering Assistant, promoted to Civil Engineer 1, 2/85 — Design Division, Structural Analysis Group. Same responsibilities as described above for the Structural Analysis Group 7/83 to 12/83 Senior Civil Engineering Assistant — Design Division, Project Design Section Performed design work for flood control projects. Typical assignments consisted of alignment, grading, hydraulic and structural analysis for storm drains, channels, debris basin and other flood control facilities. 2/82 to 7/83 Civil Engineering Assistant, Operation and Maintenance Division. Responsibilities included engineering for the maintenance and repair of dams, debris basins, spreading grounds, channels, and debris disposal areas. LICENCE State of California, RCE No. 38784 Project History 99-1 5th Street Interceptor Sewer, Broadway Trunk Sewer Replacement/Rehabilitation $792,091.21 Owner: City of Long Beach Water Department contract#WD-2350 Descaption: 2,317 feet of 21" to 18" VCP Sewers Date completed.- 6/00 Percent completed.- 100% contact. - Robert Villanueva, Project Engineer (562) 570-2340 1800 East Wardlow Road Long Beach, CA 90807-4994 99-2 Kagel Canyon Waterline to West Tank $209,070.00 Owner: Los Angeles County Department of Public Works Contract# 1985 Descnptlon: 1,415 feet of 12" DIP and Steel pipe waterlines Date Completed.• 3/00 Percent Completed.- 100% contact: - Ms. Angela George, Project Engineer (626)458-4575 P.O. Box 1460 900 South Freemont Avenue Alhambra, CA 91802-1460 00-1 Kendall Drive Storm Drain $105,000.00 Owner: City of San Gabriel 425 S. Mission Drive San Gabriel, CA 91778-0130 (626) 308-2800 Engineer. Norris-Repke, Inc., 600 N. Tustin Avenue, Suite 250, Santa Ana, CA 92705-3736 (714)973-2230 Description: 500 feet of 36", 24" & 18" RCP Storm Drain and appurtenant structures Expected Date Comp/eted.- 8/00 Percent Completed? 100% Contact* Douglas Benash, P.E., Senior Civil Engineer (626) 308-2800 00-2 Joint Outfall ''C Unit 4C Replacement Trunk Sewer, Section 1 $4,832,000.00 Owner: County Sanitation Districts of Los Angeles County Description: 5,169 feet of 54" RCP Sewers Expected Date Completed., 2/03 Percent Completed- 95% Contact - Jim Hansen, Resident Engineer (310)830-8050 24501 South Figueroa Street Carson, CA 90745 00-3 Pump Station SD-13 Emergency Repair $35,600.00 Owner: City of Long Beach Water Department Descnption: Repair of 36" RCP Inlet Structures Date Completed.• 5/00 Percent Completed- 100% Contact: Robert Villanueva, Project Engineer (562) 570-2340 1800 East Wardlow Road Long Beach, CA 90807-4994 00-4 12" Private Wastewater Sewer $130,000.00 Owner: Platinum Dyeing & Finishing, Inc. 355 North Vineland Avenue City of Industry, CA 97146 Design/Build Contractor: Mike Bubalo Construction Co., Inc. Descnption: 550 feet of 12" DIP Wastewater Sewer line and appurtenant structures Date Completed.- 7/00 Percent Completed.- 100% Contact - Mr. Young S. Hwang, President (626)336-5161 00-5 Project 9037 Unit 2 Storm Drain $117,720.00 Owner and Engineer.* Los Angeles County Department of Public Works Contract Description: 815 feet of 24" RCP Storm Drain Date Completed: 7/00 Percent completed.* 100% Subcontract For. - Andrew Papac & Sons 00-6 Project 9037 Unit 2 Maine Ave Sewer Replacement $115,000.00 Owner and Engineer: Los Angeles County Department of Public Works Contract Description: 800 feet of 8" VCP Storm Drain Date Completed.- 8/00 Percent Completed.- 100% Subcontract For. - Andrew Papac & Sons 00-7 Cryogenic Oxygen Plant Sewer Replacement $165,000.00 Owner: County Sanitation Districts of Los Angeles County Description: 649 feet of 15" VCP Sewer Date completed.- 09/00 Percent completed.• 100% contact. - John Joyce, Resident Engineer (310)830-8050 24501 South Figueroa Street Carson, CA 90745 00-9 S-12 Force Main, Belmont Shores/Heights Trunk Relief Sewer $2,165,181.00 Owner: City of Long Beach Water Department Description: 3,724 feet of 24" VCP and 4,288 feet of 12" DIP Sewers Date Completed.• 04/02 Percent Completed.• 100% Contact: Robert Villanueva, Project Engineer (562)570-2340 1800 East Wardlow Road Long Beach, CA 90807-4994 01-01 Spring & Temple Emergency Sewer Repair $33,711.16 Owner: City of Long Beach Water Department Desorption: Emergency repairs to 120 feet of 8" VCP Date Completed.• 02/01 Percent completed.- 100% Contact., Robert Villanueva, Project Engineer (562)570-2340 1800 East Wardlow Road Long Beach, CA 90807-4994 01-02 Vista Metals Foundation Excavation $143,648.23 Owner: Vista Metals Corporation John McGovern 13425 Whittram Avenue, Fontana, CA 921335 (909)823-4278 Prime Contractor: UDC Corporation. Description: Design and installation of a 47 foot deep by 20 foot square foundation shaft. Date Completed.• 04/01 Percent Completed. 100% Contact. - UDC Corporation Kenny Dougher, Project Engineer (909) 737-8580 1041 Kraemer Place Anaheim, CA 92806 01-03 15th Street Waterline Replacement $187,000.00 Owner: Los Angeles County Department of Public Works Tony Tagalli, Project Engineer 900 South Freemont Avenue Alhambra, CA 91802-1460 (562)904-6157 Description: on. feet of 8" DIP Waterline and appurtenant structures. Date Completed.- 6/01 Percent Completed., 100% 01-07 215t Street Storm Drain $190,664.00 Owner: City of Manhattan Beach 3621 Bell Avenue Manhattan Beach, CA 90266 (310) 802-5358 Descnotion: 960 of 18" to 48" RCP and appurtenant structures Date Completed.- 11/01 Percent Completed.- 100% Contact., Ed Kao, Project Engineer City of Manhattan Beach 3621 Bell Avenue Manhattan Beach, CA 90266 (310)802-5358 01-08 Live Oak Springs Canyon Drain Unit II $1,968,600.00 Owner: Los Angeles County Department of Public Works Contract 900 South Freemont Avenue Alhambra, CA 91802-1460 (626)458-3144 Descnption: 890 feet of RCB, 1,400 of 18" to 48" RCP and appurtenant structures Expected Date Completed.• 03/02 Percent Completed.- 100% Contact.' Los Angeles County Department of Public Works Contract Mark Bruschaber, Project Inspector 900 South Freemont Avenue Alhambra, CA 91802-1460 (626)458-3100 01-09 Figueroa Street Trunk Sewer $1,748,667.00 Owner: County Sanitation Districts of Los Angeles County 1955 Workman Mill Road, Whittier CA (562)369-7411 Description: 6,150 feet of 10" to 27" VCP and appurtenant structures Expected Date Completed., 09/02 Percent Completed: 99% Contact - Alex Manesh, Project Engineer Carson Field Office, 24501 Figueroa Street Carson, CA 90745 (310)830-8050 02-01 Limekiln Invert Access Repair $230,500.00 Owner: Los Angeles County Department of Public Works Contract 900 South Freemont Avenue Alhambra, CA 91802-1460 (626)458-3144 Description: 320 feet of Invert Access ramp and road/driveway. Expected Date Comp/eted.- 09/02 Percent Comp/eted.- 95% Contact - Chandra McLoud, Office Engineer Los Angeles County Department of Public Works Contract 900 South Freemont Avenue Alhambra, CA 91802-1460 (626)458-4967 02-02 Dominguez Gap Barrier Casing $68,000.00 Owner: Los Angeles County Department of Public Works Contract 900 South Freemont Avenue Alhambra, CA 91802-1460 (626)458-3144 Prime Contractor., Beylik Drilling, Inc. 555 S. Harbor Blvd. La Habra, CA 90631 (562) 691-0903 Description: 160 feet of steel casing pre -installed for future jacking. Expected Date Completed., 08/02 Percent Completed: 100% Contact:.* Bob Beylik Beylik Drilling, Inc. 555 5. Harbor Blvd. La Habra, G4 90631 (562) 691-0903 02-03 Hermosa Avenue Storm Drain $2,065,020.00 Owner: City of Rancho Cucamonga 10500 Civic Center Drive P.O. Box 807 Rancho Cucamonga, CA 91730 (909) 477-2700 Description: 1,200 feet of Reinforced Concrete Box and Pipe and related structures. Date Completed: 02/03 Percent Completed.- 100% Contact., Richard Carillo, Sr. Inspector City of Rancho Cucamonga 10500 Civic Center Drive P.O. Box 807 Rancho Cucamonga, CA 91730 (909)477-2700 . .. r 02-04 Charter Oak Invert Access Repair $119,496.00 Owner: Los Angeles County Department of Public Works Contract 900 South Freemont Avenue Alhambra, CA 91802-1460 (626)458-3144 Descnption: 270 feet of Invert Access ramp and road/driveway. Expected Date Completed.* 09/02 Percent Completed.- 85% Contact:, Jaime Engler, Sr. Assistant Engineer Los Angeles County Department of Public Works Contract 900 South Freemont Avenue Alhambra, CA 91802-1460 (626)458-4955 02-05 Hollyhills Drain Unit 7 $6,998,871.00 Owner: Los Angeles County Department of Public Works Contract 900 South Freemont Avenue Alhambra, CA 91802-1460 (626)458-3144 Descnption: 10,438 feet of RGRCP Pipe and related structures (18" 0 to 90" 0) Expected Date Completed., 09/03 Percent Completed.• 0% Contact - Hector Hernandez, Office Engineer Los Angeles County Department of Public Works Contract 900 South Freemont Avenue Alhambra, CA 91802-1460 (626) 458-3100 CITY OF HUNTINGTON BEACH 2000 MAIN STREET OFFICE OF THE CITY CLERK 200 4 �J %/ 706 CALIFORNIA 92648 Enclosed lease find your in b F/J ELJ �' S r y r original `Ir fJ�n� Issued y GIJ�� for J City Clerk Enclosure g:/followup/cashcont/retumbidbond doc (Telephone: 714536-5227 MAR. -29' 000N) 11:01 A LAWREV' ASSOC. TEL:1 818 31 ,472 P. 002 fidelity and Deposit Company POST OFFICE BOX 1227 OF MARYLAND BALlTMORE, MD 21203-1227 BID BOND KNOW ALL MEN BY THESE PRESENTS_ aid Date: Marcch_30.2004 That we, Mike Bubalo Construction Co.. Inc.. 5102 Gayhurst Avenue, Baldwin Park, CA 91T06 as Principal, (hereutaRer called the "Principal"), and the FIDELITY AND DF.POSTT COMPANY OF MARYLAND P O. Box 1227, Baltimore, Maryland 21203, a corporation drily organized under the laws of the State of Maryland, as Surety, (hereinafter called the "Surety`% are held and fumly bound unto City of Huntington Beach. 2000 Main Street, P. O. Box 190, Huntineton Beach. CA 92649 Obligee (hereinafter called the "Obligee"), in the sum of Ten Percent Of Total Amount Bid Dollars IU% for the payment of which sum well and truly to be made, the said Pnncipal and the said Surety, bind ourselves our heirs, executors, adr-umstrators, successors and assigns, jointly and severally, Emily by these presents. WHEREAS, the Principal has submitted a bid for OC-9 Water Transmission Main Replacement Newland Street from Warner Avenue to Edinger Avenue and 12" Water Distribution Main Improvement in Newland Street from Warncr Avenue to Heil Avenue — Construction Contract No. 1187 — Phase 1 NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a contract with the Obligee in accordance with the terms of such bid and give such bond or bonds as may be specified m 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 into 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 scaled this 29th day of March A.D.. 2004 Mike Buhalo, President Tine FIDELITY AND DEPOSIT C MPANSt OF MARYLAND surcti ----------------------witness I �.v (, �l C Michael Henley, Attorney in a 02sf-sm 1.11136374 twh mt x 6m wx Inatute of k4h°em Dommot A-31D ftbmvy 1976 tduroe Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the State of Maryland, by PAUL C. ROGERS, Vice President, and T. E. SMITH, Assistant Secretary, in pursuance of authority granted by Article VI, Section 2, of the By -Laws of said Company, w set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof d s ate, constitute and appoint C. Michael HENLEY, of Canoga Park, California, its true a e A -Fact, to make, execute, seal and deliver, for, and on its behalf as surety, and a d undertakings and the execution of such bonds or undertakings in purs 9 entq g upon said Company, as fully and amply, to all intents and purposes, a e wledged by the regularly elected officers of the Company at its office in , ' � ns. This power of attorney revokes that issued on behalf of C. Michae,Fain The said Assistant Section 2, of the By-: that the extract set forth on the reverse side hereof is a true copy of Article VI, , and is now in force. IN WITNESS WIltR�OF, the said Vice -President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 15th day of April, A.D.2003. ATTEST: 'gyp DfPpS�t W It9Q State of Maryland I ss: City of Baltimore FIDELITY AND -DEPOSIT COMPANY OF MARYLAND T E. Smith Assistant Secretary By: z4; , 2� Paul C. Rogers Vice President On this 15th day of April, A.D. 2003, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came PAUL C. ROGERS, Vice President, and T. E. SMITH, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and saith, that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. Sandra Lynn Mooney Notary Public My Commission Expires: January 1, 2004 POA-F 012-4874 State of California County of Los Angeles On, 0 — 1Z r, — �4 before me, Veronica Lynn Sognalian, Notary Public, personally appeared C. Michael Henley who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. WITNESS my hand and official seal. Veronica Lynn Sod lia'n\,"�- Notary Public Gni NV Cwm 7-2, 2CM, CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California SS. County of Los Angeles On 0"6W before me, Heidi S . Granic, Nota y Public, personally appeared Mike Bubalo, personally known to me to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. Witness my hand and official seal. Heidi S. Granic, Notary Public H 4 I GRANIC Garn•r<< scsn 1 1352046 iZ Calftmia z . has n: + ,'Aunty ,;pro,. Expazn'4.�s.=ay 15, 2W6 4 REVISED SECTION C PROPOSAL for the OC-9 WATER TRANSMISSION MAIN REPLACEMENT in Newland Street from Warner Avenue to Edinger Avenue and 12" WATER DISTRIBUTION MAIN IMPROVEMENT in Newland Street from Warner Avenue to Heil Avenue CONSTRUCTION CONTRACT No. 1187 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 90 calendar days, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 �z7 DENDUM 1 REVISED SCHEDULE A PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. Description Quantity Unit Cost Cost SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT 1. Mobilization 1 LS $ $ 2. Furnish and install 30-inch PVC pipeline C905, CL235 pipeline with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these 5O.- plans, complete and in place. 60 LF $ 2 $ 1`a►��a 3. Furnish and install 24-inch PVC pipeline C905, CL235 with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. 886 LF $ 4. Furnish and install 20-inch PVC pipeline C905, CL235 with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. 4417 LF 5. Furnish and install 20-inch PVC pipeline C905, CL235 with nitrile (NBR) (San Diego Freeway 405 crossing) gaskets, including all fittings, and appurtenances, insulators, pipe seals, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, jacking pit, backfill, surface repair, and thrust restraint, as shown on �gU these plans, complete and in place. 256 LF $ 331 6. Furnish and install 30-inch ID steel casing, 0.25" wall thickness (San Diego Freeway 405 crossing) including all fittings, and appurtenances, insulators, pipe seals, pavement sawcutting and removal, excavation, jacking pit, backfill, and surface repair as shown on these plans, 4/5C." ate' complete and in place. 1 256 1 LF $ $ 7. Remove existing 22" CML and C steel pipe from existing 36" ID casing San Diego Freeway 405), including C-2 ADDENDUM 1 D:\Documents and Settings\debowdUcal SettingsUemporary Internet Fi1es\0LK8E\New1and Bid A Addendum 103-18-04.doc REVISED SCHEDULE A PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. Description Quantity Unit Cost Cost SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT pavement sawcutting and removal, excavation, backfill, surface repair and disposal of pipe, cleaning of the inside of 36" casing for receiving the 30" ID casing as shown on 0. these plans, internal inspection of existing casing, 1 LS $3a� _ $ complete and in place. 8. Furnish and install 30" butterfly valve, including valve box and a urtenances, complete and in place. 4 EA V oltoo. $ Loce* 9. Furnish and install 24" butterfly valve, including valve box and appurtenances, complete and in place. 2 1 EA _ $ 6, ° $ 10. Furnish and install 20" butterfly valve, including valve box and appurtenances, complete and in place. 6 EA $ 3,5w•" $ 21 c)oor 11. Furnish and install 16" butterfly valve, including valve box and appurtenances, complete and in place. 1 EA $ 2, Sad •- $ .2 SaD,- 12. Furnish and install 12" resilient wedge gate valve, including valve box and appurtenances, complete and in lace. 1 EA $ I Sn0•- 13. Furnish and install 24" cut -in valve including valve, valve box and appurtenances, removal of existing pipe, butt strap, fittings, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. ll+ 00 (Warner Avenue). 1 EA $12,0no - $ ► 2 CSC; 14. Connect proposed 12" PVC well line C900 CL200 at sta 142+42.23, including all fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 1 EA $ 5 cW • $ 5, C)no'- 15. Connect proposed 16" PVC well line C905 CL235 at sta 142+55.83. Including all fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 1 EA $ 5, 0ev $ 5000 .- 16. 20" channel crossing at sta 148+86.62 to sta 149+46.72, including all piping, fittings, casing, pump out and C-3 ADDENDUM 1 DADocuments and Settings\debowd\Local Settings\Temporary Internet Fi1es\0LK8EWew1and Bid A Addendum 1 03-18-04.doc REVISED SCHEDULE A PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. Description Quantity Unit Cost Cost SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 1 EA 17. Connect proposed 20" water transmission main to existing 24" main at sta 181+20t including all fittings, appurtenances, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in lace. 1 EA $ 6 C?00,- $ 18. Connect proposed 20" water transmission main to existing 24" main at sta 182+07t including all fittings, appurtenances, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in lace. 1 EA $ 6 000-- $ 6 0a- 19. 16" channel crossing at sta 172+02± per City STD 621, including all piping, fittings, casing, pump out and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 1 EA sl OOO.- $ /z�5 noo r 20. 12" channel crossing at sta 173+00± per City STD 621, including all piping, fittings, casing, pump out and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these Tans, complete and operative in place. 1 EA W-OW.- $ (z ew.r 21. Furnish and install pump out assemblies, including all valving, fittings, and appurtenances, as shown on these lans, complete and in place per Detail 7 Sheet 15. 9 EA $ 7,000ri $ 63 22. Furnish and install air and vacuum assemblies, including all valving, fittings, and appurtenances, as shown on these Tans, complete and in place. 8 EA $3 00,- $ CoOO _., 23. Cut, cap/plug and abandon existing waterline, including all appurtenances, as shown on these plans, complete and in place. 10 EA $ oco.- $ C-4 ADDENDUM 1 DMocuments and Scttings\debowd\Local Settings\Temporary Internet Fi1es\0LK8E\New1and Bid A Addendum 1 03-1 ".doc REVISED SCHEDULE A PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. Description Quantity Unit Cost Cost SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT 24. Abandon valve in closed position, including removal and disposal of valve box and cover, backfill, and surface repair, complete and in place. 12 EA $2mo.- $ )y C\Gd.- 25. Remove and Salvage Valve, including removal and disposal of interfering pipeline, and cutting and sealing of i e ends, complete and in place. 6 EA $ �er'- $ 4ba;- 26. Remove and replace concrete cross gutter, as shown on these plans, complete and in place. 120 LF $ S.'- $ 960 - 27. Remove and replace concrete gutter, as shown on these Tans, complete and in place. 105 LF $ .' $ 9z/0,- 28. Remodel sewer connection per APWA STD 223-1, including pipe, all fitting and appurtenances, pavement saw cutting and removal, excavation, backfill, surface re air as shown on these plans, complete and in place. 14 EA $' SOD.- $ /6 800. 29. Reconstruct traffic signal loop detector per the standard special provisions for the construction of traffic signals and lighting systems in Huntington Beach-2001 edition. 28 EA $ r,O•' $ // 200 - 30. Chlorination and testing of all new water mains and appurtenances, complete and in place. 1 LS $ Sogb.' $ 5 ow- 31. Prepare Traffic Control Plan and provide traffic control 1 LS $ $ throughout work area. 32. Furnish and install asphalt slurry seal in accordance with the specifications, including but not limited to, area over trench and "t" section, and all appurtenant material, So4 - equipment and labor. 106,000 SF $ • $7�� 33. Shoring, Sheeting, and/or Bracing as required. 1 1 LS $ Y $ 3 S 34. Demobilization and Cleanup 1 LS $ I a per.- $ Total Amount for Schedule A OC-9 Water Transmission Main Replacement i /� 4�/ /� Cityof Huntington Beach $ / l0 Total Amount for Schedule A All Bid Items in Words /iv�Att'o C-5 ADDENDUM 1 WDocuments and Settings\debowd\Local Settings\Temporary Internet FilcAOLKSE\Newland Bid A Addendum 1 03-18-04.doc REVISED SCHEDULE A PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. Description Quantity Unit Cost Cost SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT Notes: All extensions of unit prices will be subject to verification by the Owner. In case of variation between the unit price and the extension, the unit price will govern. The Owner reserves the right to reject any or all proposals and bid items. C-6 D:\ADDENDUM 1 Documents and Settings\debowd\Loca1 Settings\Temporary Internet Fila\OLK8E\Newtand Bid A Addendum 103-18-04.doc REVISED SCHEDULE B PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. Description Quantity Unit Cost Cost SCHEDULE B BASE BID PRESSURE REDUCING STATION WEST ORANGE COUNTY WATER BOARD 1. Mobilization 1 LS $ $ 2. Furnish and install pressure reducing and meter station including 14" pressure reducing valve, 14" flow meter, steel piping from sta 191+01.88 to sta 191+61.70, hinges and appurtenances, air and vacuum releases, retaining wall, chain link fence, conduit piping, concrete pad, sidewalk, driveway, pavement sawcutting and removal, excavation, backfill, surface repair and thrust restraint as 60)0 shown on these plans, complete and in place. 1 EA $ $ 6eq com• — 3. Furnish and install electrical service controls and SCADA system including all panels, wiring, conduits, antenna, antenna pole, cabinets and appurtenances, driveway, sidewalk and pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. 1 EA $ 1GYM f1Q 4. Chlorination and testing of all new water mains and appurtenances, complete and in place. 1 LS $50M- $ 5 oaa r 5. Prepare Traffic control plan and provide traffic control 1 EA $ $ throughout work area. I 1 -2coa- cco 6. Shoring, Sheeting, and/or Bracing as required. 1 LS $ GYI0 7. Demobilization and Cleanup 1 LS $ 2 .— 1 voo,— Total Amount for Schedule BG/!� Pressure Reducing Station West Orange County Water Board $ Total Amount for schedule B for All Bid Items in Words _ Notes: �� U d All extensions of unit prices will be subject to verification by the Owner. In case of variation 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. JAHUN i 1494\SPEONewland Bid B 03.18.04.doo C-7 =DENDUM REVISED SCHEDULE C PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Description Size Unit Total No. Quantity Unit Cost Cost SCHEDULE C BASE BID 12" WATER DISTRIBUTION MAIN IMPROVEMENTS 1. Mobilization 1 LS $ $ 2. Furnish and install 12-inch PVC C900-CL200 pipeline with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these Tans, complete and in place. 3190 LF 3. Furnish and install 8-inch PVC C900-CL200 pipeline with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these _ Tans, complete and in place. 280 LF $/GAG,'- $ cm. 4. Furnish and install 6-inch PVC C900-CL200 pipeline with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these Tans, complete and in place. 280 LF $/Cv•' $ 28wo.- 5. Furnish and install 12" resilient wedge gate valve, including valve box and appurtenances, complete and in lace. 8 EA $ I Ste•^ $ f ocb.- 6. Furnish and install 8" resilient wedge gate valve, including valve box and appurtenances, complete and in place. 4 EA800,- 7. Furnish and install 6" cut -in valve including valve, valve box and appurtenances, removal of existing pipe, fittings, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these lans, com lete and in place. 7 EA $ 3 ooa.- C-8 ADDENDUM 1 REVISED SCHEDULE C PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Description Size Unit Total No. Quantity Unit Cost Cost SCHEDULE C BASE BID 12" WATER DISTRIBUTION MAIN IMPROVEMENTS S. Furnish and install 8" cut -in valve including valve, valve box and appurtenances, removal of existing pipe, fittings, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these Tans, complete and in place. 9 EA $ ( a— $ 3� 9. Furnish and install 12" cut -in valve including valve, valve box and appurtenances, removal of existing pipe, fittings, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these Tans, complete and in place. 1 EA $ 600' 10. Furnish and install temporary inverted siphon with no valves and pumpout Sta 22+96± including pipe, fittings, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. 1 EA $ Qcco.' $ 12 ppoD.- 11. Connect proposed 12" water main to existing 8" main, Sta 09+61t, including all fittings, temporary blowoffs, pressure testing, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 1 EA $ 6, 600 - 12. Connect proposed 12" water main 20" transmission main,Sta 11+10±, (Warner Ave.) including all fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 1 LF $ cco $ l 000 C-9 GEUDM, REVISED SCHEDULE C PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Description Size Unit Total No. Quantity Unit Cost Cost SCHEDULE C BASE BID 12" WATER DISTRIBUTION MAIN IMPROVEMENTS 13. Connect proposed 12" water main at existing 8" main, Sta 12+13t, (Glasslow Circle) including valve, all fittings, and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 1 EA $ 660,— $- 14. Connect proposed 12" water main at existing 8" main, Sta 13+15t (Tamara Dr.), including valves, all fittings, inverted siphon, temporary connection to existing 4" ACP and appurtenances, temporary blow off, pressure tests, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 1 EA $ g 15. Connect proposed 12" water main at existing 6" main, Sta 15+02t (Merle Cir.), 22+05± (Howard Circle) 24+07t (Orinda Circle), 30+04± (Judy Circle), 32+59± (Donald Circle), 35+18± (Lois Circle), including all valving, fittings, temporary blowoffs, pressure testing, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 6 EA $ 60co.' $36 00D, 16. Furnish and install siphon with no valves Sta 17+09t to Sta 17+49± including pipe, fittings, and appurtenances, temporary blow off, pressure test, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in lace. 1 1 EA $ I DDm.— $' C-10 ADDENDUM 1 REVISED SCHEDULE C PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Description Size Unit Total No. Quantity Unit Cost Cost SCHEDULE C BASE BID 12" WATER DISTRIBUTION MAIN IMPROVEMENTS 17. Connect proposed 12" water main at existing 8" main, Sta 19+00± (Arnett Dr.), including valves, all fittings, inverted siphon, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 1 EA 18. Connect proposed 12" water main at existing 6" main, Sta 25+53f and 32+05f Fire Hydrant Leads, including all fittings, inverted siphon, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 2 EA $ g c v'— $ l(o 19. Connect proposed 12" water main at existing 8" main, Sta 27+39f (Lamar Dr.), including valves, piping, all fittings and appurtenances, temporary blow off, pressure test, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these fans, complete and operative in place. 1 EA $ 13oco -- 20. Connect proposed 12" water main at existing 6" main, Sta 31+50t (Brush Ave.), including valve, piping, allfittings, inverted siphon, and appurtenances, temporary blow off, pressure test, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 1 EA $ /eeco• $ /0,000. 21. Connect proposed 8" water main bypass at existing 8" main, Sta 36+60f (Heil Ave.), including all temporary valving, permanent valves, piping, fittings, temporary connection to existing 8" water main, and appurtenances, temporary blow off, pressure test, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 1 1 EA $19 ocv $ I oco C-11 ADDENDUM 1 REVISED SCHEDULE C PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Description Size Unit Total No, Quantity Unit Cost Cost SCHEDULE C BASE BID 12" WATER DISTRIBUTION MAIN IMPROVEMENTS 22. Connect proposed 12" water main at existing 12" main, Sta 15+48f, (Edinger Avenue), including all fittings, temporary blowoffs, pressure test, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these lans, com lete and operative in place. 1 EA $ /QCV0. - $- 23. Furnish and install new fire hydrant assembly, including fire hydrant, bury, piping, appurtenances, excavation, backfill and surface repair, as shown on these plans, complete and in place. 1 EA $ $ 3 soa- 24. Furnish and install air and vacuum assemblies, including all valving, fittings, and appurtenances, as shown on these Tans, complete and in place. 3 EA $ 25. Furnish and install new 1" polyethelyne water service, including piping, fittings, valving, abandonment of existing line, trench excavation, pipe bedding, backfill, compaction, reconnection to customer side, and appurtenances, complete and operative in place. 29 EA 26. Cut and cap/plug existing waterline, including all appurtenances, as shown on these plans, complete and in lace. 23 EA $/,- 27. Abandon valve in closed position, including removal and disposal of valve box and cover, backfill, and surface repair, complete and in place. 3 1 EA $ DD.- 28. Remove and salvage valve, including removal and disposal of interfering pipeline, and cutting and sealing of pipe ends, complete and in place. 3 EA $yam.- $ f. 29. Remove and replace concrete cross gutter, as shown on these plans, complete and in place. 80 LF $ S -- $ Gyd. 30. Remove and replace concrete gutter, as shown on these Tans, complete and in place. 1 80 1 LF $ S - $ Cy0 . C-12 ADDENDUM 1 REVISED SCHEDULE C PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Description Size Unit Total No. Quantity Unit Cost Cost SCHEDULE C BASE BID 12" WATER DISTRIBUTION MAIN IMPROVEMENTS 31. Chlorination and testing of all new water mains and appurtenances, complete and in place. 1 LS $ 5c+ .' $ -5 32. Prepare Traffic Control Plan and provide traffic control 1 EA $ $ throughout work area. I _ _ 33. Shoring, Sheeting, and/or Bracing as required. 1 LS $ E0 34. Demobilization and cleanup. 1 LS $ 5 cxa7: $ o. — Total Amount for All Base PVC Pipe Bid Items 12" Water Distribution Main Improvements $ Total Amount for All Bid Items in Words % ��f j�%� '����' 7 Notes: All extensions of unit prices will be subject to verification by the Owner. In case of variation between the unit price and the extension, the unit price will govern. The Owner reserves the right to reject any or all proposals and bid items. C-13 EE) REVISED SCHEDULE D PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. Description Quantity Unit Cost Cost SCHEDULE D ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT 1. Mobilization 1 LS $ $ 2. Furnish and install 30-inch DI pipeline CL250 pipeline with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these fans, complete and in place. 60 LF $��,— $ 156M; 3. Furnish and install 24-inch DI pipeline CL250 with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in lace. 886 LF $111760 4. Furnish and install 20-inch DI pipeline CL250 with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in lace. 4417 LF 5. Furnish and install 20-inch DI pipeline, CL250 with nitrile (NBR) (San Diego Freeway 405 crossing) gaskets, including all fittings, and appurtenances, insulators, pipe seals, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, jacking pit, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. 256 LF $ II/C.— $35 8yo, 6. Furnish and install 30-inch ID steel casing, 0.25" wall thickness (San Diego Freeway 405 crossing) including all fittings, and appurtenances, insulators, pipe seals, pavement sawcutting and removal, excavation, jacking it, C-14 ADDENDUM 1 J:1FiU M1149ASPEC'Newland Bid D Addendum 103-18-04.doo REVISED SCHEDULE D PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. Description Quantity Unit Cost Cost SCHEDULE D ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT backfill, and surface repair as shown on these plans, complete and in place. 256 LF $ 4 0 ' $ 115 2oc> 7. Remove existing 22" CML and C steel pipe from existing 36" ID casing (San Diego Freeway 405), including pavement sawcutting and removal, excavation, backfill, surface repair and disposal of pipe, cleaning of the inside of 36" casing for receiving the 30" ID casing as shown on these plans, internal inspection of existing casing complete and in place. 1 LS $ $ 3n �• "- 8. Furnish and install 30" butterfly valve, including valve box and appurtenances, complete and in place. 4 EA $ 2010co•- $ 20,*00 9. Furnish and install 24" butterfly valve, including valve box and appurtenances, complete and in place. 2 EA $ G e• $ ► 2, 00b• — 10. Furnish and install 20" butterfly valve, including valve box and appurtenances, complete and in place. 6 EA $ 3i560 CW, 11. Furnish and install 16" butterfly valve, including valve box and appurtenances, complete and in place. 1 EA $ 2, Sa' $ 2, 500-' 12. Furnish and install 12" resilient wedge gate valve, including valve box and appurtenances, complete and in lace. 1 EA $15c'• $ / 5 13. Furnish and install 24" cut -in valve including valve, valve box and appurtenances, removal of existing pipe, butt strap, fittings, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. ll+ 00 (Warner Avenue). 1 EA $►�,od° $ 12 000,"' 14. Connect proposed 12" DI CL250 well line at sta 142+42.23, including all fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 1 EA $ s, $ �• — 15. Connect proposed 16" DI CL250 well line at sta C-15 ADDENDUM 1 IMUNnl 149415PEONewland Bid D Addendum 1 03.1& CA= REVISED SCHEDULE D PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 121 WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. Description Quantity Unit Cost Cost SCHEDULE D ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT 142+55.83. Including all fittings, temporary blowoffs, and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 1 EA $ -5eco•— $ S,c�oc�•- 16. 20" channel crossing at sta 148+86.62 to sta 149+46.72, including all piping, fittings, casing, pump out and appurtenances, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as yd�or�o. shown on these plans, complete and operative in place. 1 EA $ $ 4o COO, 17. Connect proposed 20" water transmission main to existing 24" main at sta 181+20+, including all fittings, appurtenances, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in lace. 1 EA $ (ce*- — $ va0 '- 18. Connect proposed 20" water transmission main to existing 24" main at sta 182+07± including all fittings, appurtenances, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in Place. 1 EA $ /S coo: $ �$ 600 19. 16" channel crossing at sta 172+02f per City STD 621, including all piping, fittings, casing, pump out and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in lace. 1 EA $ 00�' $ (2 C00, 20. 12" channel crossing at sta 173+00± per City STD 621, including all piping, fittings, casing, pump out and appurtenances, temporary blow off, pressure testing, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and operative in place. 1 1 E I $ % ccv,. $ 7 C-16 ADDENDUM 1 MHUN i 1494\SPECWewland Bid D Addendum 103-18.04.doc REVISED SCHEDULE D PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. Description Quantity Unit Cost Cost SCHEDULE D ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT 21. Furnish and install pump out assemblies, including all valving, fittings, and appurtenances, as shown on these Tans, complete and in place per Detail 7 Sheet 15. 9 EA $ 7066.r $6-3 22. Furnish and install air and vacuum assemblies, including all valving, fittings, and appurtenances, as shown on these Tans, complete and in place. 8 EA $ Sao.- $ 23. Cut, cap/plug and abandon existing waterline, including all appurtenances, as shown on these plans, complete and in place. 10 EA $ 2 ovv . - $ ? d 24. Abandon valve in closed position, including removal and disposal of valve box and cover, backfill, and surface repair, complete and in place. 12 1 EA $ 2 CXm - $ 2y b00•- 25. Remove and Salvage Valve, including removal and disposal of interfering pipeline, and cutting and sealing of pipe ends, complete and in place. 6 EA 00 •' $ 2 yc '- 26. Remove and replace concrete cross gutter, as shown on these plans, complete and in place. 120 LF $ q • — $ 96� 27. Remove and replace concrete gutter, as shown on these Tans, complete and in place. 105 LF � 28. Remodel sewer connection per APWA STD 223-1, including pipe, all fitting and appurtenances, pavement saw cutting and removal, excavation, backfill, surface repair as shown on these plans, com fete and in place. 14 EA $ /� ADO.' 29. Reconstruct traffic signal loop detector per the standard special provisions for the construction of traffic signals 28 EA $ $ and lighting systems in Huntington Beach-2001 edition. 30. Chlorination and testing of all new water mains and appurtenances, complete and in place. 1 LS $ 5,000. $ 5co07-- 31. Prepare Traffic Control Plan and provide traffic control 1 LS $ $ throughout work area. is «x� ' L-50gv. 32. Furnish and install asphalt slurry seal in accordance with the specifications, including but not limited to, area over C-17 ADDENDUM 1 ]:\R NT\l 1494\SPEONewland Bid D Addendum 103-I8.04.doc REVISED SCHEDULE D PROJECT BID SCHEDULE OC-9 WATER TRANSMISSION MAIN REPLACEMENT and 12' WATER DISTRIBUTION MAIN IMPROVEMENT CITY OF HUNTINGTON BEACH Item Size Unit Total No. Description Quantity Unit Cost Cost SCHEDULED ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT trench and "t" section, and all appurtenant material, equipment and labor. 106,000 SF 500.' 33. Cathodic Protection System includes anodes, wiring, test boxes, junction boxes, testing, appurtenances, pavement sawcutting and removal, excavation, and backfill surface repair as shown on these plans, complete in place. 1 ILS 1 $/dim•' 1 $ /0,,660. 34. Shoring, Sheeting, and/or Bracing as required. 1 ILS $ $ 42? " 35. Demobilization and Cleanup 1 ILS $ 5, xoo. $ 5 000.-- Total Amount for Schedule D OC-9 Water Transmission Main Replacement / City of Huntington Beach $% ©�'4 Total Amount for Schedule D All Bid Items in Words ° Notes: All extensions of unit prices will be subject to verification by the Owner. In case of variation between the unit price and the extension, the unit price will govern. The Owner reserves the right to reject any or all proposals and bid items. C-18 ADDENDUM 1 JAHUN'I11149ASPEONewland Bid D Addendum 1 03-18-04.doe REVISED BID SUMMARY Schedule A - Base Bid PVC Pipe Transmission Main $ Schedule B — Base Bid Pressure Reducing Station $ - —' Schedule C — Base Bid Distribution Main $15-q ® Total Bid (A, B, C) $ _T - Schedule D — Alternate Bid Ductile Iron Pipe Transmission Main $ 1 --- Schedule B — Base Bid Pressure Reducing Station Schedule C — Base Bid Distribution Main 7P � ?3e�. — Total Bid (D, B, C) $ "� D• Note: Proposal can include TOTAL BID (A,B. Q andlor TOTAL BID (D, B. C� (i.e. either one or both). J1HUNTU 1494\SPEC\Newland Bid Summary 03-18-04.doc C-19 G7DENDUDM1 If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY'S option, be considered null and void. Accompanying this proposal of bid, find g,We-ts gotain the amount of $ / G �' 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 lease insert the words "Cash", "Certified Check", or "Bidder's Bond", as the case may b,<. N Bidder shall signify receipt of all Addendya here, if any: II Addenda No. I Date Received `J . Y!. . "idder's Signature II 3/;z5/a9 C-20 ADDENDUM 1 REVISED 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 5� C dG7 By submission of this proposal, the Bidder certifies: 1. That he is able to and will perform the balance of all work which is not covered in the above subcontractors listing. 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. C-21 FDENDDI REVISED NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of Orange SoolAm eali, wj& Urtdria4atlxutd W/1 , ", ,904 e Pv-as`f- —,being first duly sworn, deposes an says that he or she is pr-e "CAe— t of the party making the foregoing bid that the bid is not made in the interest of, or on the behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, farther, that the bidder has not, directly or indirectly, submitted hi, or her bid price or any breakdown thereof, or the contents thereof, or divulged informatio l not pay fee to any corporation, partnership, company soc to any member or agent thereof to effectuate a collus' a or 150athm Name o relative thereto, or paid; and will �, organization, bid depository, or bid. and�p wa d dint 4o* ' of Bidder Address of Bidder 77 CRAIG JACKSON ri Subscribed and sworn to before me this .30 day of /`14" e-1,_ , 20 oy COMM. #1255944 � r NOTARY PUBLIC-CALIFORNIA N ORANGE COUNTY n My Commission Expires APRIL 3, 2004 NOTARY PUBLIC NOTARY SEAL C-22 ADDENDUM 1 REVISED 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 OC-9 WATER TRANSMISSION MAIN REPLACEMENT in Newland Street from Warner Avenue to Edinger Avenue and 12" WATER DISTRIBUTION MAIN IMPROVEMENT in Newland Street from Warner Avenue to Heil 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 reta' or employed by the undersigned, and that the undersigned shall take steps as are nece ary to assure compliance by any said subcontractor or subcontractors with the requirement contained erein. Contractor Title Date: _��3 � � �/ C-23 7�D=ENDUM CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT No. 5907 State of California County of Orange On liu•c L S&j .200-f before me, James C. Jackson, Notary Public DATE NAME, TITLE OF OFFICER • E.G., "JANE DOE, NOTARY PUBLIC" personally appeared George Frost NAME(S) OF SIGNER(S) ® personally known to me - OR - ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and ac- JAMES CRAIGJACKS knowledged to me that he/she/they executed COMM.#1255944 c, the same in his/her/their authorized C.)� NOTARY PUBLIC-CALIFORNIA N ORANGE COUNTY 0" capacity(ies), and that by his/her/their U e My Commission Expires APRIL3,2Q04 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. SIGNATURE O O RY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER ❑ INDIVIDUAL ® CORPORATE OFFICER President TITLE(S) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY -IN -FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) Southern California Underground Contractors, Inc. DESCRIPTION OF ATTACHED DOCUMENT TITLE OR TYPE OF DOCUMENT NUMBER OF PAGES DATE OF DOCUMENT SIGNER(S) OTHER THAN NAMED ABOVE 01993 NATIONAL NOTARY ASSOCIATION - 8236 Remmet Ave., P.O. Box 7184 - Canoga Park, CA 91309-7184 REVISED 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 CNNo If the answer is yes, explain the circumstances in the space provided. 5CG-4- c,-,a s b�e Ilk C' IL 01 No+- �v r S 54 Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-24 ADDENDUM 1 REVISED 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 ompensation or to undertake self- insurance in accordance with the provisions of at c e, and I will comply with such provisions before commencing the performanc of the w rk of this contract. Date: c3 3 O ©4� Contractor By - V(1*e:5-t')&.-C7— Title C-25 ADDENDUM 1 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT No. 5907 State of California County of Orange On /`•la•c.l,- 3Gl 200'1 before me, James C. Jackson, Notary Public DATE NAME, TITLE OF OFFICER - E.G., "JANE DOE, NOTARY PUBLIC" personally appeared George Frost , NAME(S) OF SIGNER(S) ® personally known to me - OR - ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and ac- ®...� knowledged to me that he/she/they executed JAME COMM.CR—AIG1 55944N K the same in his/her/their authorized T, M. #1255944 n NOTARY PUBLIC-CALIFORNIA (A ORANGE COUNTY 1 capacity(ies), and that by his/her/their U My Commission Expires signature(s)on the instrument the s APRIL3,2004 person(s), ), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. SIGNAT F NOTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER ❑ INDIVIDUAL ® CORPORATE OFFICER President TITLE(S) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL 1-1 ATTORNEY- IN -FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) Southern California Underground Contractors, Inc. DESCRIPTION OF ATTACHED DOCUMENT TITLE OR TYPE OF DOCUMENT NUMBER OF PAGES DATE OF DOCUMENT SIGNER(S) OTHER THAN NAMED ABOVE 01993 NATIONAL NOTARY ASSOCIATION - 8236 Remmet Ave., P.O. Box 7184 - Canoga Park, CA 91309-7184 REVISED 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: Title Date: 3 Gci_ Note: This form is required for every Dig Alert Identification Number issued by U.S.A. during the course of the Work. Additional forms may be obtained from the AGENCY upon request. C-26 ADDENDUM 1 \ -A _ CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT No. 5907 State of California County of Orange On t1e•c-1-- 3!�04 2021' before me, James C. Jackson, Notary Public DATE NAME, TITLE OF OFFICER • E.G.,'JANE DOE, NOTARY PUBLIC" personally appeared George Frost NAME(S) OF SIGNER(S) ® personally known to me - OR - ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and ac- knowledged to me that he/she/they executed r COMM A#1255944IGJACKSO c, the same in his/her/their authorized U NOTARY PUBLIC-CALIFORNIA N ORANGE COUNTY 0 capacity(ies), and that by his/her/their U My Commission Expires APRIL3, 200� signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. r SIGNATURE OF N OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER ❑ INDIVIDUAL ® CORPORATE OFFICER President TITLE(S) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY -IN -FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) Southern California Underground Contractors, Inc. DESCRIPTION OF ATTACHED DOCUMENT TITLE OR TYPE OF DOCUMENT NUMBER OF PAGES DATE OF DOCUMENT SIGNER(S) OTHER THAN NAMED ABOVE 01993 NATIONAL NOTARY ASSOCIATION - 8236 Remmet Ave., P.O. Box 7184 -Canoga Park, CA 91309-7184 REVISED BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: soad w Wkvaa unAwwwd do► wou, 9rw Bidder Name Business Address eC,_ CA 92,92Z- City, State Zip Telephone Number �i/ 35 (! 2 > Z4 State Contractor's License No. and Class NNW Original Dak Issued Expiration Date The work site was inspected by Cif of our office on /4-t-r c-k ,2 .206J. The following are persons, firms, and corporations having a principal interest in this proposal: Souctlr�uc 4449, & Mcdriwww Cadwtku, 9na V� C-27 ADDENDUM 1 The undersigned is prepared to financially or otherwise, to Rd accordance with the plans Wd E Name Printed or Council of the City of Huntington Beach of its ability, contract for the proposed work and improvements in ns set forth. e H-d ST Signature Subscribed and sworn to before me this ,3G day of /`Tc, c��, 2004. JAMES CRAIG JACKSON K comm. #1255944 q �j NOTARY PUBLIC-CALIFORNIA ORANGE COUNTY C1 ` My Commission Expires APRIL 3, 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: l . S -Pe 4-?'-e, n.-G, -e�:>� Name and Address of Public Agency 04 3. 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: Date Completed Date Completed Contract Amount Type of Work Date Completed C-28 EEE1? Rev 12/17/03 Southern California Underground Contractors, Inc e Los Angeles County Department of Public Works, $1,471,000 "Atlantic Avenue - Phase II" (Compton) Mr. Johnny Oghoorzan (626) 712-4820 Mr. Issa Adawiya (626) 786-5807, (626) 458-4931 Los Angeles County Department of Public Works, $6,200,000 "Project 9037" (Long Beach) Mr. Rene Bracamontes (626) 487-9254 City of Yorba Linda, $723,000 "Denver Avenue Storm Drain" (Yorba Linda) Mr. Scott Walker (714) 875-4714 (714) 986-9546 Los Angeles County Department of Public Works, $138,000 "Project 554" (Monrovia) Mr. Victor Bermude (626) 688-8275 Los Angeles County Sanitation Districts, $8,380,000 "Joint Outfall "H", Unit 2" (Paramount) Mr. David Haug (310) 830-8050 Mr. Dan Cory (310) 701-4925 Los Angeles County Department of Public Works, $504,000 11110t' Street Drain" (Athens) Mr. Jimmy Shadab (310) 770-1990 Los Angeles County Sanitation Districts, $1,404,000 "Wright Road Replacement Trunk Sewer" (Long Beach) Mr Jon Ganz (310) 830-8050 City of Seal Beach, $652,000 "Seal Beach Boulevard Rehabilitation" (Seal Beach) Mr. Gary Tomasetti (714) 412-2262 City of Beverly Hills, $259,000 "Roxbury Drive Storm Drain" (Beverly Hills) Mr. Ara Maloyan (310) 285-2557 Rev 12/17/03 Page 2 of 2 Contract References County Department of Public Works, $1,102,000 "Access Roads Project" (Los Angeles County) Mr. Jimmy Shadab (310) 770-1990 Los Angeles County Department of Public Works, $721,000 "Hollyhills Drain" (Beverly Hills) Mr. Tony Tajoli (626) 695-7292 Los Angeles County Department of Public Works, $1,200,000 "De Soto Avenue Drain " (Chatsworth) Mr. Gary Ewells (626) 335-3966, (805) 338-3654 City of Rialto, $270,000 "Baseline Waterline" (Rialto) Mr. Mark Devlin (909) 820-2533 Los Angeles County Department of Public Works, $5,800,000 "Devonshire Drain- Unit 1 " (North Hills) Mr Del Quevedo (626) 458-6310 City of Vernon, $1,220,000 "CMD Sewer Phase II" (Vernon) Mr. Vince Rodriguez (323) 583-8811 Los Angeles County Department of Public Works, $2,300,000 "Burnett Drain" (North Hills) Mr. Imad Abboud (626) 458-3104 Los Angeles County Department of Public Works, $2,200,000 "Paula Drain" (Glendale) Mr. Ruben Amezcua (323) 720-9768 City of Chula Vista, $81,000 "Halecrest Drive Storm Drain" (Chula Vista) Mr. Byron Wade (619) 476-5385 Los Angeles County Department of Public Works, $880,000 "Bombardier Drain" (Norwalk) Ms. Sumitha Shivel (626) 458-3104 cQ; CITY OF HUNTINGTON BEACH 2000 MAIN STREET OFFICE OF THE CITY CLERK 2004 To: i D / 7— CALIFORNIA 92648 Enclosed please find your original bid bond issued by U,0 611(__ 74)eC741/T&.L_1___S for 0- City Clerk Enclosure g /followu p/cashcont/retum bid bond doc (Telephone: 714-536-5227) THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A310 KNOW ALL MEN BY THESE PRESENTS, that we Southern California Underground (Here insert full name and address or legal title of Contractor) Contractors, Inc., P.O. Box 1747, Brea, CA 92822-1747 as Principal, hereinafter called the Principal, and International Fidelity Insurance Comany, 1575 Treat (Here insert full name and a dress or legal title of Surety) Boulevard, Suite 208, Walnut Creek, CA 94596 a corporation duly organized under the laws of the State of New Jersey as Surety, hereinafter called the Surety, are held and firmly bound unto City of Huntington Beach (Here insert full name and address or legal title of Owner) 2000 Main Street, Huntington Beach, CA 92648 as Obligee, hereinafter called the Obligee, in the sum of Ten Percent of the Amount of the Bid Dollars ($ 10.00% ), 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 Construction Contract No. 1187 - Phase 1 (Here insert full name, address and description of project) OC-9 Water Transmission Main Replacement, 12" Water Distribution Main Improvement NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful o ance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or n the vent of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay the Obl ee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger a ount for w ich the Obligee may in good faith contract with another party to perform the Work covered by said bid, then is obligatio shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 30th / day of (Witness) (Witness) By; ^, See Attached Surety All -Purpose ---I . Notary Acknowledgment Form Mark E. March )02004 Underground Contractors, Inc. (Principal) (Seal) Fidelitv Insurance (Title) Attorney -in -Fact (Seal) AIA DOCUMENT A310 • BID BOND • AIA ® • FEBRUARY 1970 ED • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y AVE., N.W , WASHINGTON, D. C 20006 i MPnnted on Recycled Paper 9/93 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of Orange On Ma•c-J— 3G,�2Q'�1 before me, James C. Jackson, Notary Public DATE NAME, TITLE OF OFFICER - E G ,'JANE DOE, NOTARY PUBLIC - No 5907 personally appeared George Frost , NAME(S) OF SIGNER(S) ® personally known to me - OR - ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and ac- knowledged to me that he/she/they executed RAIGLO ME M.#1 55944ACKSONthe same in his/her/their authorized COMM. #1255944 nNOTARY PUBLIC CALIFORNIA NORANGE COUNTY ; capacity(ies), and that by his/her/their My Commission Expires signature(s)on the instrument theperson(s), APRIL 3, 2004 or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. SIGNATURE N Y OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER ❑ INDIVIDUAL ® CORPORATE OFFICER President TITLES) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY -IN -FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) Southern California Underground Contractors, Inc. DESCRIPTION OF ATTACHED DOCUMENT TITLE OR TYPE OF DOCUMENT NUMBER OF PAGES DATE OF DOCUMENT SIGNER(S) OTHER THAN NAMED ABOVE 01993 NATIONAL NOTARY ASSOCIATION • 8236 Remmet Ave, P 0 Box 7184 • Canoga Park, CA 91309-7184 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of Los Angeles On March 30, 2004 , before me, Laura L. Hanna, Notary Public, personally appeared Mark E. Shreckengast Personally known to me to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. LAURA L. HANNA COMM. # 1452703 WITNESS my hand and official seal. NOTARY PUSLJC, CAUFORNLA g L.OS ANGEL ES COUNTY My Comm. E)Ires Nov 23, 2007 Place Notary Seal Above Optional of Notary Public Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: _Individual _Corporate Officer - Title(s):_ —Partner--Limited—General X Attorney -in -Fact _Trustee _Guardian Other: Signer is Representing: Number of Pages. . Tel (973) 624-7200 POWER OF ATTORNEY INTERNATIONAL FIDELITY INSURANCE COMPANY HOME OFFICE: ONE NEWARK CENTER, 20TH FLOOR NEWARK, NEW JERSEY 07102-5207 FOR BID BOND/RIDER/CONSENTS/AFFIDAVITS KNOW ALL MEN BY THESE PRESENTS: That INTERNATIONAL FIDELITY INSURANCE COMPANY, a corporation organized and existing laws of the State of New Jersey, and having its principal office in the City of Newark, New Jersey, does hereby constitute and appoint MARK E. SERECKENGAST, JIILIE M. ORMONDROYD Los Angeles, CA. its true and lawful attomey(s)-in-fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof, which are or may be allowed, required or perrtutted by law, statute, rule, regulation, contract or otherwise, and i the execution of such instrument(s) in pursuance of these presents, shall be as binding upon the said INTERNATIONAL FIDELITY INSURANCE COMPANY, as fully and amply, to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at its principal office. This Power of Attorney is executed, and may be revoked, pursuant to and by authority of Article 3-Section 3, of the By -Laws adopted by the Board of Directors of INTERNATIONAL FIDELITY INSURANCE COMPANY at a meeting called and held on the 7th day of February, 1974. The President or any Vice President, Executive Vice President, Secretary or Assistant Secretary, shall have power and authority (1) To appoint Attorneys -in -fact, and to authorize them to execute on behalf of the Company, and attach the Seal of the Company thereto, bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof and, (2) To remove, at any time, any such attorney -in -fact and revoke the authority given. Further, this Power of Attorney is signed and sealed by facsimile pursuant to resolution of the Board of Directors of said Company adopted at a meeting duly called and held on the 29th day ofgApril, 1982 of which the following is a true excerpt: Now therefore the signatures of such officers and the seal of the Company may be affixed to any such power of attorney or any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by facsimile signatures and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. o �.�TY /�/�► IN TESTIMONY WHEREOF, INTERNATIONAL FIDELITY INSURANCE COMPANY has caused this instrument to be signed and its corporate seal to be affixed by its authorized officer, this 31st day of August, A.D. 1998. �,�7G INTERNATIONAL FIDELITY INSURANCE CO SEAL C) .01904 STATE OF NEW JERSEY County of Essex '�lHl 1► Vice -Pr ident On this 31st day of August 1998, before me came the individual who executed the preceding instrument, to me personally known, and, being by me duly sworn, said the he is the therein described and authonzed officer of the INTERNATIONAL FIDELITY INSURANCE COMPANY; that the seal affixed to said instrument is the Corporate Seal of said Company; that the said Corporate Seal and his signature were duly affixed by order of the Board of Directors of said Company. L�IAFI(,e IN TESTIMONY WHEREOF, I have hereunto set my hand affixed my Official Seal, at the City of Newark, New Jersey the day and yeir first above written. A NOTARY PUBLIC OF NEW JERSEY CERTIFICATION My Commission Expires Nov. 21, 2005 I, the undersigned officer of INTERNATIONAL FIDELITY INSURANCE COMPANY do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Section of the By -Laws of said Company as set forth in said Power of Attorney, with the ORIGINALS ON IN THE HOME OFFICE OF SAID COMPANY, and that the same are correct transcripts thereof, and of the whole of the said originals, and that the said Power of Attorney has not beer revoked and is now in full force and effect IN TESTIMONY WHEREOF, I lave hereunto set my hand this 30th day of March, 2004. Assistant Secretary BID ADDENDUM No. 1 CITY OF HUNTINGTON BEACH OC-9 WATER TRANSMISSION MAIN REPLACEMENT In Newland Street from Warner Avenue to Edinger Avenue and 12" WATER DISTRIBUTION MAIN IMPROVEMENT in Newland Street from Warner Avenue to Heil Avenue CONSTRUCTION CONTRACT NO. CC1187: PHASE 1 March 23, 2004 The following ADDENDUM 1 shall be made part of the Contract Documents, and the bidder shall acknowledge receipt thereof as specified below. Revisions are made to the Contract Documents as specified on the following pages. Each bidder shall acknowledge receipt and acceptance of this Addendum 1 by signing in the space provided below. Bidder shall submit the signed acknowledgement with their bid. Sincerely, CITY OF HUNT GTON BEACH : BY De o h D ow Gary D.Jeepke, P.E. so ate Civilngineer R.C.E. No. 48693 ipt acgnowledged and conditions agreed to this .S day of March, 2004. er: X-5�c-mot i— Titie Page 1 of 33 0. Ro�`0 F No.48693 Exp. 6.3044 1 Addendum 1 REVISIONS TO THE CONTRACT DOCUMENTS Notice Inviting Sealed Bids paragraph "Project Description," third line, sentence in parenthesis shall be replaced with the following sentence. "The work does include the replacement of the pipeline within the Caltrans 1405 right-of-way per Addendum 1." Last sentence shall be revised to read, "The Engineer's estimate for the work, including Addendum 1, is approximately $2.2 million." 2. Delete Section C in its entirely and insert the enclosed Revised Section C Addendum 1. (Note: Not all pages in Section C have been revised. However, to avoid confusion, the entire section (Cl through C-28) has been re -printed, and re -issued as Addendum 1.) Submit Revised Section C, Addendum 1 (28 pages) with your bid. REVISIONS TO SPECIFICATIONS 1. Appendix A Supplement to Special Provisions to Standard Specifications. Add the following paragraphs to Section 306-2.3 Jacking Steel Casing The crossing of the San Diego Freeway 405 is to be completed within the existing 36" ID casing. The existing 22" steel pipeline is to be removed from the north side of the 405 and disposed of by the Contractor. After removal of the pipeline the existing lining shall be inspected to determine if there will be difficulty in installing the new 30" ID casing and insulators. If the Engineer determines repairs have to be made to the existing casing the cost will be paid for as an extra per Section 3 Changes in Work. The cost of the inspection including all safety requirements for entering a confined space shall be included in the cost of new 30" casing. 2. Page E-34 intentionally left blank. III. REVISIONS TO PLANS 1. Delete Sheets 8 of 32 and 16 of 32 and insert the enclosed Sheets 8 of 32 Rev 1 and 16 of 32 Rev 1. 2. Sheet 2 of 32 has a list of Construction Notes. This list pertains to the Plan and Profile Sheets 4 through 12 of 32 and the Cathodic Protection Sheets 30 through 32 of 32. Not all Construction Notes listed on Sheet 2 of 32 are used on each sheet. The remaining sheets .have Construction Notes that pertain to only those sheets or details within those sheets. 2 nnncNrninn1A,' - Addendum 1 OC-9 Water Transmission Main Replacement Newland Street from Warner Avenue to Edinger Avenue and 12" Water Distribution Main Improvement in Newland Street from Warner Avenue to Heil Ave. Construction Contract No. 1187- Phase 1 QUESTIONS RAISED AT PRE- BID MEETING: 1. Questions: Will the contract time be extended as a result of Addendum 1? Response: No. 2. Question: Will the engineer's estimate be revised as a result of Addendum 1? Response: Yes. It will be included in Addendum 1. 3. A question was presented concerning project soil conditions. Contractor was instructed to review the construction documents, particularly the detail sheets. WRITTEN QUESTIONS SUBMITTED DURING BIDDING: 1. Question: "in reference to the existing line that is under the 405 Fwy. Does the City know whether the line was filled with sand around the carrier pipe? Or is there slurry in the line? Please advise." Response: Best available information indicates that there is neither sand nor slurry surrounding the carrier pipe. 2. Question: "Please provide specification required for PVC pipe on a gov. project." Response: All pipeline specifications are included in the construction documents, which include the 'City of Huntington Beach Water Division Standards'. Specification Section 02510.9 of these standards includes PVC pipe specifications. 3. Question: "During the course of construction at Newland St/405 Fwy. Can we close Newland St. at the 405 Fwy for part of the construction? We feel this will be needed to move equipment." Response: Complete closure of Newland Ave. shall not be allowed. Pursuant to the project specifications, the contractor is required to submit a traffic control plan for approval by the City's Traffic Engineer. The applicable parameters are included in the project specifications. Prepared by: e�rah EUP.E. Da Associate Civil Engineer Addendum 1