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MESA CONSTRUCTION PROJECTS INC - 2000-04-03
CITY OF HUNTINGTON BEACH MEETING DATE: February 3, 2003 DEPARTMENT ID NUMBER: PW-03-006 Council/Agency Meeting Held: Z-3 --,cL)3 Deferred/Continued to: Approved ❑ Conditionally Approved ❑ Denied City Clerk's Signatur Council Meeting Date: February 3, 2003 Department ID Number: PW-03-006 CITY OF HUNTINGTON BEACH G _-- REQUEST FOR COUNCIL ACTION v - SUBMITTED TO: HONORABLE MAYOR AND CITY COUNCIL MEMBERS = - SUBMITTED BY: RAY SILVER, City Administrators PREPARED BY: Robert F. Beardsley, Director of Public Works SUBJECT: Reallocate Funds for Payment of Slater Channel Settlement Statement of Issue, Funding Source, Recommended Action, Alternative Action(s), Analysis, Environmental Status, Attachment(s) 11 Statement of Issue: The City entered into an agreement with Mesa Construction Projects, Inc., to settle claims with respect to the Slater Channel Improvements CC-1089. Adequate funds are not available to make the final payment of $220,000. A reallocation of Capital Improvement Project funds is requested. Funding Source: Funds in the amount of $220,000 will be appropriated from 30185403.82500, General Fund Capital Improvements, Facility Maintenance, Drainage Improvements to Slater Channel Improvements, Liability Account 81688001.72525. Recommended Action: Motion to: Reallocate $220,000 from General Fund Capital Improvements to pay the Settlement Agreement for Slater Channel, CC-1089. Alternative Action(s): Do not reallocate these drainage project funds and appropriate $220,000 to meet the terms of the Council approved settlement agreement. Analysis: On December 23, 2002, the City Attorney and the City's outside counsel, with close involvement by Public Works staff, entered into an agreement with Mesa Construction Projects, Inc., for settlement of claims and general release. The terms of the agreement were approved by the City Council on December 16, 2002. The agreed -upon settlement sum of $850, 000 is to be paid in three payments. The first two payments totaling $660,000 were made with remaining project funds. The balance of $220,000 is due February 5, 2003. Funds are not available to meet this final payment. GAR C A\2003\03-006 Feb 3 Daily (Slater Channel Settlement).doc 1/23/2003 5:53 PM Y REQUEST FOR COUNCIL ACTION MEETING DATE: February 3, 2003 DEPARTMENT ID NUMBER: PW-03-006 Drainage funds totaling $2 million were used to construct the Slater Channel and Shields Pump Station Improvements, exhausting the Drainage Fund balance. These amounts were supplemented by almost $4 million in grants from the Federal Emergency Management Agency (FEMA). In FY 2002/03, a General Fund allocation was made in the Capital Improvement Program (CIP) for drainage pump station improvements. It is requested that projects (to be determined) be deferred from the drainage pump station improvements and the funding be redirected. Environmental Status: Not Applicable Public Works Commission Action: At its February 19, 2003, regular meeting, the Public Works Commission will be asked to recommend specific drainage project deferrals from the FY 2002/03 General Fund CIP. The legal proceedings, subsequent settlement payment schedule and identification of available fund sources were not resolved in a time frame that allowed this to be agendized earlier. Attachment(s): None RCA Author: L. Daily:jm GAR C A\2003\03-006 Feb 3 Daily (Slater Channel Settlement).doc -3- 1 /24/2003 9:01 AM rDepartment: Public Works Subject Reallocate Funds for Slater Channel Settlement Council Meeting Date: 2/3/03 Date of This Request: 1/24/03 I EXPLANATION(Why is this RCA necessary to this agenda?): Payment of settlement funds is due February 5, 2003. i ure: Department Head the City?): 3-Approved 0 Denied Ray Silver City Administrator DocumenQ 07/14/94 oil CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION TO: THOSE LISTED HEREON FROM: ERIC R. CHARLONNE, Contract Administrator DATE: September 26, 2001 SUBJECT: RETENTION RELEASE PAYMENT Slater Channel Improvements CC-1089 Mesa Construction Projects, Inc. The conformed copy of the Notice of Completion for the above contracts has been filed. The thirty-five (35) day waiting period has elapsed or will elapse before payment is made. Processing of the retention payment is recommended so long as no stop notices or outstanding invoices are on file with the City. certify that no stop notices are on file on the subject at this time. D` ate ��rt�zrl� BERT F. BEARDSLE , ublic Works Director certify that there are no outstanding invoices on file. Date: 10' SHAALFPtIP1EARICH, City Treasurer certify that no stop notices are on file on the subject contract, and that a guaranty bond _ has been filed. Date: `V L� CONNIE BRO KWAY, City Jerk Cc "Progress Payments" City of Huntington Beach Department of Public Works Post Office 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, n'atchmen 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 contractor training program provisions applicable to the wage rate paid. Signature and Title &:cc mhconl DECLARATION OF SATISFACTION OF CLAIMS � co,✓STa �T -N I, -Jo ry — `finAn F p�frt�L,�'7 /�!`iS , state: 1. 1 am the general contractor for the City of Huntington Beach, as to the project mote fully described in the public works contract entitled 5G00�/'g o— C#4rrxki1_ and dated (ti L 12, 0 0 0 2. All v,-orkers and persons employed, all firms suppling materials, and all subcontractors for the above -mentioned project have been paid in full. 3. The following are either disputed claims, or items in connection with Notices to Withhold, which have been filed under the provisions of the statutes of the State of Califomia: - (if none, state "NONE") Mesa is not aware of any claims, existing or pending, from subcontractors, laborers, employees or material suppliers related to the Project, nor is Mesa aware of any disputed claims or items in connection with Notices to Withhold from such individuals. Mesa believes that all such persons or entities have been paid in full for their services on the Project, or will soon be paid in full, and that no disputes exist between Mesa and those persons or entities. However, Mesa will be submitting to the City a request for equitable adjustment to the Contract prior to acceptance of final payment. In addition, Mesa hereby reserves all of its rights to file a claim with the City, if necessary. I declare under penalty of perjury that the foregoing is true and correct. Executed at �A/ P / 9-6-0 Cd on this day of .5CF%T ►66z_ S;4-- (Signature of Contractor)— (!GhTEGjs� /i✓C , gxckashcon2 a j� 10_i�u 3 Gary Granville, Recorded in Official Records, Coun Clerk -Recorder ry of Orange WHEN RECORDED MAIL TO: IIIIIIIIII.!IIIIIIIII!IIIIiIIiIiIIIIIIIIIi�IIiIIiIIIIIIiI EE CITY OF HUNTINGTON BEACH 110 a N12 20010581207 01:49pm 08 211 Office of the City Clerk 0.00 0.00 0.00 0.00 0. 01 P.O. Box 190 — 2000 Main St. 00 0.00 0.00 0.00 Huntington Beach, CA 92648 NOTICE OF COMPLETION I NOTICE IS HEREBY GIVEN by the City of Huntington Beach, owner in fee, 2000 Main Street, Huntington I( Beach, CA 92648, that the contract heretofore avrarded by the City fy Council of the City of Huntington l r' Beach, California to Mesa Construction Projects, Inc. who was the company thereon for doing the following work to -wit: I d CC-1089 — SLATER CHANNEL IMPROVEMENT PROJECT This project includes constructing channel -lining improvements within the existing channel right-of-way between Springdale Street and Goldenwest Street involving the lining of approximately 4,800 lineal feet of channel with concrete and placing approximately 3,600 tons of rock riprap. That said work was completed August 6, 2001 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 City Council of the City of Huntington Beach at a regular meeting thereof held on Monday, August 6, 2001. That upon said contract American Casualty Company of Reading, Pennsylvania 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 10th day of August, 2001. City Clerk and ex-officio Clerkr_ of the -City Council of the City of Huntington Beach, California STATE OF CALIFORNIA ) County of Orange ) ss: City of Huntington Beach ) I, CONNIE BROCKWAY, the duly elected and qualified City Clerk and ex-officio Clerk of the City Council of the City of Huntington Beach, California do hereby certify under penalty of perjury, that the foregoing NOTICE OF COMPLETION 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 by said City Council. Dated at Huntington Beach, California, this 10th day of August, 2001. City Clerk and ex-officio Clerk of the City Council of the City of Huntington Beach, California WHEN RECORDED MAIL TO: CITY OF HUNTINGTON BEACH Office of the City Clerk P.O. Box 190 — 2000 Main St. Huntington Beach, CA 92648 CITY OF HUNTINGTON BEACH MEETING DATE: August 6, 2001 DEPARTMENT ID NUMBER:PW 01-106 Council/Agency Meeting Held: 08- Deferred/Continued to: Approved ❑ Conditionally Approved El Denied be- 4 CI r 's Signature Council Meeting Da e: August 6, 2001 Department ID mber: PW 01-106 CITY OF HUNTINGTON BEACH REQUEST FOR COUNCIL ACTION SUBMITTED TO: HONORABLE MAYOR AND CITY COUNCIL MEMBI SUBMITTED BY: RAY SILVER, City AdministratoroW PREPARED BY: ROBERT F. BEARDSLEY, Director of Public Works SUBJECT: Accept the Slater Channel Improvement Project, CC-106, and File a Notice of Completion Statement of Issue, Funding Source, Recommended Action, Alternative Action(s), Analysis, Environmental Status, Attachments) Statement of Issue: The Slater Channel Improvement Project, CC-1089 constructed by Mesa Construction Projects, Incorporated is complete and a Notice of Completion may be filed. Funding Source: Federal Emergency Management Agency (FEMA) grant funds in the amount of $2,400,000 and Drainage Funds in the amount of $1,220,472 were authorized for this project. Recommended Action: Motion to: Accept the Slater Channel Improvement Project, CC- 1089 at a final cost of $3,494,505.40, and authorize the City Clerk to file a Notice of Completion with the County Recorder's Office. o g o Alternative Action(s): None. `— N O I m p r C ZJ D c.) -^ N S n _ D 01-106 August 6 charlonne (Slater Channel Completion) -2- 7/27/01 11:41 AM �i REQUEST FOR COUNCIL ACTION MEETING DATE: August 6, 2001 DEPARTMENT ID NUMBER:PW 01-106 Analysis: On April 3, 2000, the City Council awarded a contract to Mesa Construction Projects, Incorporated, in the amount of $3,126,497.40 to construct the Slater Channel Improvement Project, CC-1089. The adopted project budget also included $468,974.60 to cover potential change orders and $25,000 for supplemental expenses, for a total of $3,620,472.00. The improvements are now complete per the approved plans and specifications; therefore, the Director of Public Works recommends acceptance of the project and requests that the City Clerk file the Notice of Completion. The following is a summary of the final project costs: 1. Contract amount: 2. Change orders: Project Construction Costs: 3. Supplemental Expenses: Total: Council Approved $3,126,497.40 468,974.60 $3,595,472.00 25,000.00 $3,620,472.00 Actual Expenditures $3,384,651.04* 109,854.36 $3,494,505.40 113, 500.00** $3,608,005.40 *Actual quantities were greater than estimated. **On July 16, 2001, Council authorized the transfer of project contingency funds to the supplemental funds. Attachment(s): RCA Author: Charlonne:jm 01-106 Charlonne 01-106 August 6 charlonne (Slater Channel Completion) -3- 7/27/01 11:41 AM F '0. 1 e CITY OF HUNTINGTON BEACH 2000 MAIN STREET OFFICE OF THE CITY CLERK CONNIE BROCKWAY CITY CLERK August 10, 2001 Gary Granville County Clerk -Recorder P.O. Box 238 Santa Ana, CA 92702 CALIFORNIA 92648 Enclosed please find a Notice of Completion to be recorded and returned to the Office of the City Clerk, City of Huntington Beach, P.O. Box 190, Huntington Beach, CA 92648. Also enclosed is a copy of the Notice of Completion to conform and return in the enclosed self- addressed, stamped envelope. SinZ,� Connie Brockway, CIVIC City Clerk CBJh Enclosure: Notice of Completion — CC-1089 — Slater Channel Improvement Project — Mesa Construction Projects, Inc. ( Telephone: 714-536-5227 ) WHEN RECORDED MAIL TO: CITY OF HUNTINGTON BEACH Office of the City Clerk P.O. Box 190 — 2000 Main St. Huntington Beach, CA 92648 NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN by the City of Huntington Beach, owner in fee, 2000 Main Street, Huntington Beach, CA 92648, that the contract heretofore awarded by the City Council of the City of Huntington Beach, California to Mesa Construction Projects, Inc. who was the company thereon for doing the following work to -wit: CC-1089 — SLATER CHANNEL IMPROVEMENT PROJECT This project includes constructing channel -lining improvements within the existing channel right-of-way between Springdale Street and Goldenwest Street involving the lining of approximately 4,800 lineal feet of channel with concrete and placing approximately 3,600 tons of rock riprap. That said work was completed August 6, 2001 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 City Council of the City of Huntington Beach at a regular meeting thereof held on Monday, August 6, 2001. That upon said contract American Casualty Company of Reading, Pennsylvania 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 10th day of August, 2001. City Clerk and ex-officio Clerk�A of the City Council of the City of Huntington Beach, California STATE OF CALIFORNIA ) County of Orange ) ss: City of Huntington Beach ) I, CONNIE BROCKWAY, the duly elected and qualified City Clerk and ex-officio Clerk of the City Council of the City of Huntington Beach, California do hereby certify under penalty of perjury, that the foregoing NOTICE OF COMPLETION 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 by said City Council. Dated at Huntington Beach, California, this 10th day of August, 2001. City Clerk and ex-officio Clerk of the City Council of the City of Huntington Beach, California WHEN RECORDED MAIL TO: CITY OF HUNTINGTON BEACH Office of the City Clerk P.O. Box 190 — 2000 Main St. Huntington Beach, CA 92648 cc -- Job 1 "A CH Y CLERK F CITY OF HUNT!!tiGTOt! BEACH. CA CENTER FOR CONTRACT COMPLIANCE April 6, 2001 City Clerk City of Huntington Beach 2000 Main St. 2nd Floor Huntington Beach, Ca 92648-2702 RE: Slater Channel Improvements Slater Channel , STA98+81.74-STA164+37.45 Huntington Beach, Ca 92648 GENERAL CONTRACTOR: Mesa Construction 7150 Convoy Court San Diego, Ca 92111-1019 (858) 874-7040 Dear Sir/Madam: The Center is a nonprofit Labor/Management Trust that specializes in the monitoring of public works projects, to ensure that all laws governing public construction are observed by CONTRACTORS AND AWARDING AGENCIES alike. As a matter of routine procedure, records are checked for any irregularities. With the above mentioned in mind, please consider this a formal request for copies of documents on the above referenced project. We are requesting these documents pursuant to the California Public Records Act, Government Code Section 6250, et. seq. We are requesting copies of: X� Copy of Original Bid Advertisement with Proof of Publication X� General Contractors Bonding Affidavit and/or Agreement, (Public Contract Code) Workers Compensation Certification (Labor Code Section 3700) Signed Contract between the General Contractor and the Awarding Agency (excluding specifications) X�Complete subcontractors list, detailing full names, license numbers and place of business Division of Apprenticeship Standards form; i.e., DAS-13, (Labor Code Section 1773.3) Complete Engineers Estimate, including labor and material costs broken down by item and classifications. Xn Payment & Performance Bond Information Headquarters • 4399 N. Santa Anita Ave., Ste. 205 • El Monte, CA 91731 • 626-444-8355 • FAX 626-444-8173 City Clerk City of Huntington Beach April 6, 2001 Page Two Xn Name of Project Superintendent and Inspector XD Subcontractors Bonding Affidavit If you have filed a state required DAS-13 Form, you may forward a copy along with the other requested information. If you have not filed a DAS-13 Form, please fill out the enclosed form and attach the additional requested information to that form. If you have any questions, please do not hesitate to call. Sincerely, ichard Licerio Field Investigator Enclosures CCC S/300 (4/99) DATE I TO: FROM: EXTRACT OF PUBLIC WORKS CONTRACT AWARD Center for Contract Compliance 4399 Santa Anita Ave,Suite 205 El Monte, California 91731 (818)444-8355 (818)t44-8173 (FAX) AWARDING AGENCY DATE OF BID ADVERTISEMENT NAME CONTACT PERSON ADDRESS CITY STATE ZIP � A CONTRACT TO PERFORM PUBLIC WORKS UNDER LC SEC. 1777.5 HAS BEEN AWARDED TO: NAME OF GENERAL CONTRACTOR CONTRACTORS LIC. NO. MAILING ADDRESS (street,city,tip) TELEPHONE -)RESS OR LOCATION OF PROJECT (include city and/or county) CONTRACT OR PROJECT NUMBER DOLLAR AMOUNT OF CONTRACT STARTING DATE COMPLETION DATE NUMBER OF WORKING DAYS TYPE OF CONSTRUCTION (Highway,school,etc.) NEW CONSTRUCTION [] ALTERATION [] CLASSIFICATION OR TYPE OF WORKMEN TO BE UTILIZED (Carpenter,PLumber, etc.) PLEASE FILL OUT ATTACHED SUB -CONTRACTORS LIST OR ATTACH A COPY OF OF THE GENERAL CONTRACTORS SUB LIST SUPPLIED AT TIME OF BID is language included in the Contract.Award to effectuate the provisions of Section 1777.5 as required by the labor Code?............................................................ YES U NO 13 is language included in the Contract Award to effectuate the provisions of Section 1776. as required by the Labor Code?............................................................ YES U NO U SIGNED BY TITLE DATE CCC FS/101 (4/90) SUBCONTRACTORS LIST SJSCCNTRACTCR ..CCATICN AND PLACE OF BUSINESS LICENSE NO. SUBCONTRACTOR LCCATICN AND PLACE OF BUSINESS LICENSE NO. SUBCONTRACTOR LOCATION AND PLACE OF BUSINESS I ' LICENSE NO. ,SUBCONTRACTOR LOCATION AND PLACE OF BUSINESS ;LICENSE NO. EXPIRATION DATE: EXPIRATION DATE: EXPIRATION DATE: PORTION OF WCRY, PHONE ( ) PORTION OF I.CRK PHONE ( ) PCRTICN OF L.CRK PHONE ( ) PORTION OF WORK EXPIRATION DATE: / /PHONE ( ) SUBCONTRACTORPORTION OF WORK LOCATION AND PLACE OF BUSINESS EICENI ' SE NO. EXPIRATION DATE: / / PHONE ( ) SUBCONTRACTOR LOCATION AND PLACE OF BUSINESS LICENSE NO. SUBCONTRACTOR LOCATION AND PLACE OF BUSINESS LICENSE NO. EXPIRATION -DATE: / / EXPIRATION DATE: PORTION OF WORK PHONE ( ) PORTION OF VORK PHONE ( ) 2vOsOb3T CENTER FOR CONTRACT COMPLIANCE April 6, 2001 City of Huntington Beach 2000 Main St. 2nd Floor Huntington Beach, Ca 92648-2702 RE: Slater Channel Improvements Slater Channel, STA98+81.74-STA164+37.45 Huntington Beach, Ca 92648 GENERAL CONTRACTOR: Mesa Construction 7150 Convoy Court San Diego, Ca 92111-1019 (858) 874-7040 Dear Sir/Madam: This is a formal request for copies of certified payroll records from the above -noted contractor. We are requesting payroll records from the beginning of the project through the present. We are also requesting a copy of the fringe benefit statement to verify that benefits were paid. Please send the records as you receive them. This request is being made pursuant to Labor Code Section 1776 attached. Please find enclosed, the Department of Industrial Relations payroll reporting form and fringe benefit statement. You may want to send a copy along as an example for the contractor to use when reporting wages and hours. Our office will gladly cover the cost of reproduction as set forth in California Code of Regulations 16402 which states, "The cost of preparation to each contractor, subcontractor or public entity when the request was made shall be provided in advance by the person seeking the payroll record. Such cost shall be $1 for the first page of the payroll record and 25 cents for each page thereafter, plus $10 to the contractor or subcontractor for handling costs. Payment in the form of cash, check or certified money order shall be made prior to release of the documents to cover the actual costs of preparation". It will be very helpful if you also send a copy of this code to the contractor so that they are aware of the costs also. Please send us a copy of your letter to the contractor in which you request submission of certified payroll records. Headquarters • 4399 N. Santa Anita Ave., Ste. 205 • El Monte, CA 91731 • 626-444-8355 • FAX 626-444-8173 City of Huntington Beach April 6, 2001 Page Two If you have any questions, or if no work has been performed by the requested contractor, please do not hesitate to let us know. We look forward to your prompt response. Sincerely, Leonard Farol Field Investigator Enclosure CCC S/315 (6/94) r FRINGE BENEFIT STATEMENT CONTRACTOR PROJECT NAME AND NUMBER E I DATE PROJECT STARTED EST. COMPLETION DATE PRESENT DATE CLASSIFICATION EFFECTIVE DATE SUBSISTANCE OR TRAVEL PAY $ HEALTH AND PAID TO: NAME WELFARE $ ADDRESS PENSION •PAID TO: NAME ADDRESS 7ACATION/ PAID TO: NAME 3OLIDAY $ ADDRESS GRAINING/ PAID TO: NAME )THER $ ADDRESS I CERTIFY UNDER PENALTY OF PERJURY THAT FRINGE BENEFITS ARE PAID TO THE APPROVED PLANS, FUNDS OR PROGRAMS AS LISTED ABODE. COMPANY NAME (PLEASE PRINT) YOUR NAME ANO TITLE (PLEASE PRINT) YOUR SIGNATURE 0/670 )0 ) rn ►tAt+E, ADOnE3 � AHO SOCK SECUnI1T HUMCEn Of Ewtrlv'E i PUBLIC WORKS PAYROLL REPORTING FORM rAee o►' . ..AA�f a uortnAcron ovl+ncron f tral.st • on suemmuclat s'tcYirrtrt.nt • Aoortf s1 ►AYnQt 110. (OnuflK f.o..a tftr•ftylltca ctllvcAvt • rfoxcTOn MOIRA"Nm fir 19 oAI no.fanr tOL�fYus'OI MCI IF � ►stOJICf •14\tluttw I m tit in WORK 0lk1t lOTl1 ItOUnIY PI in In CLASSIrr-AM4 IUIX\s CnOSSALIC"lt oTo. Y Of PAY EArortO mmucrom. OONM1t10r+S ftV me rAYfiom �orv{ .wts ron, {u IACn oA t b 4 Trft Ill fT0 fief 4AT! VACI IIU1M is 1 rlexcl ..IOACTS TAX fsocttcl TAR to fnt t«tv rrrlfloPl I TTAAt , fAVr.Of Cfl.(11 OfO. i ULTAwl TIN All RO. PICA "Alt t.AlJ IrfPIM •• I •'.tQACCT r.'dI(CTS TAx 110C.ffGl TA! Lis IQ fr.tV HYllbs I S 4 PVO TIMI • ' NtA►Mt. Aff..rl' OIXf �M 71Atrr.Of Oftf 1. am f O IA:IIO..f TM PU PLO. ICA WATT •AtI 1.(/tTtf HNf� hK\K CY ►Mitts sAR ISOC.ffC.) TAIL its rCl { wtlr l 1 S t ' IOIAI at► Kom t fww • . TnArIO, I,y.wt p\Rf "L VA"Af OMN I 0 Tf•1 Att PTO. 1vCA ' tt At! tAU IKAtNs I ".MR l ► I"Crf TAN ffOCstc.1 TAR !DI I� "Inc" S tOlµ ' ' 1Mrq It10 AbAM OtXf sit" 1K1.1, fArr1Of • OMA DTa. 1 O UC7Vrf r S � Sr {qa V... • t a . ArT w �.w+....+.:At.....AIr (.r.�......�.. r w� .•�.rA � ww�.• 4 •+�+•.y , A. t.. ). rt-tnt � O- O..n...t � �...rr-...+.-+...+wr......y ►�w v.+...I +..d r.......•r • I SIX. SNI. G.NI++{tn.rra• t r an'TIricATi(wfmil bo tomMfr• b36) i (CE-RTIFICATION UNCER PENALTY OF PERJURY) 1 do certify under penally of perju,v (Nu** or rivalcey canr) rnieI (1yThal all of the. inlormation..in this report is Irue and correct. (2) That I pay or supervise the payrnem of :he persons ernplcyed by (Conuactor or tuxo�ncv) on the , that during the payroll period commencing on the day of (au�dtnp or -o,►t ' 19and ending the day of 19 , all persons employed on said project have been paid the full weekly wages earned, that no rebates have been or will be nade either directly or indirectly to or on behalf of said from the full weekly wages earned by any person and that no deductions have been (Wnlnaor a :uxv+uactel made either directly or indirectly fron the full wages earned by any person, other than pernissble deductions, as described below: (3) That any payrolls otherwise under this contract required to be submitted for the above period are correct and conptele: that the wave rate for laborers or mechanics contained therein are not teas than the applicable wage rates contained in any wage determination incorporated inlo the contract: that the classifications set forth therein for each laborer or mechanic conform Kith the work he performed. (a) That any apprentices employed in the above period are duly registered in a bona fide apprentleeship program registeredwilh a Slate appren. ticeship agency. _ (S) That: (a) WHERE FRINGE BENEFITS ARE PAID TO APPRCVED PLANS, FUNDS. OR PROGRAMS ❑. In addition to the basic hourly wage rates paid to .each taborer or mechanic listed In the above referenced payroll, paymen:s of fringe benefits as listed in the contract have been or will be made to appropriate programs for the benefit of sues employees, except as noted in Section 5(c) below. (b) WHERE FRINGE BENEFITS ARE PAID IV CASH ❑ 'eaeh,Laborer or mechanic tiCed in the above referenced payroll has been paid as indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as tis:ed In the contract, except as noted in Section 5(c) below: (c) EXCEPTIONS EXCEPTION (CRAFT) EXPLANATION I _ I Remarks: NAME, ANO TITLE SIGNATURE lnlorm.aGon In this report Is submitted pursuant to Sectlons 1770 thru 171l0 of the Callfornis Labor Code. On fedamlt t4unded proje-as, permissible deductions are defined in Regulations. Part 7 (29 CFR Subtitle A). issued by the Sacatary of Labor under the Copelsnd Act - as amended (AS SUL 94e 63 Spat. 10e, 72 SIeL .47: 76 Slat. 257: 40 U.S.C. 176cI. Also. the willful fsW5cadon of any or the above salements may subject the c-znuaclor or subcontractor to dvg or erimtnal preseeutton (see Sect:on 1001 of i,:'o 1e and 11 at the Unaad Claus Cd_eL Ccde S?coon 1776. & 1777. :776. Enacted 1937. Repelled 197S ch. 1249 -.776.--Payroll Records Required- :..=. -- (a) Each contractor and suhcontrac:ar shalt keep an accurate payroll record, showing the name, address, :ial security nL her, work classification, straight time and overtime hours worked each day and week, and the ;ual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by him or her in v+ection with the public work. (b) The payroll records en`-nerated under subdivision (a) shall be certified and shall be available for ;pection at al( reasonable hours at the principal office of the contractor on the following basis: (1) A certified copy of an employee's payroll record shall berade available for inspection or furnished to employee or his or her authorized representative on request. (2) A certified copy of all payroll records enumerated in subdivision (a) shall be made available for :pection or furnished upon request to a representative of the body awarding the contract, the Division of Labor indards Enforcement, and the Division of Apprenticeship Standards of the Department of Industrial Relations. (3) A certified copy of all payroll records enumerated in subdivision (a) shall be made available upon ,nest by the pvblie for inspection cf copies thereof ,ade; provided, however, that a request by the public ILL be made through either the body awarding the contract, the Division of Apprenticeship Standards, or the e(sion of Labor Standards Enforcement. If the requested payroll records have not been provided pursuant to •agraph (2), the requesting party shall, prior to being provided the records, reimburse the costs of rparation by the contractor, subcontractors, and the entity through which the request was made. The public ill not be given access to the recerds•at the principal office of the contractor. (c) The certified payrott records shatl be on forms provided by the Division of Labor Standards Enforcement shall contain the same information as the forms provided by the division. (d) Each contractor shall file a•certified copy of the records enumerated in subdivision (a) with -the entity t requested the records within 10 days after receipt of a written request. (e) Any copy of records made available for inspection as.copies and furnished upon request to the public or public agency by the awarding body, the Division of Apprenticeship Standards, or the Division of Labor ndards Enforcement shall be marked or obliterated in a canner so as to prevent disclosure of an individual's e, address, and social security nu:t:er. The name and address of the contractor awarded the contract or. forming the contract shall not be marked or obliterated. (f) The contractor shall inform the body awarding the contract of the location of the records enumerated er subdivision (a), including the street address, city and county, and shall, within five working days, vide a notice of a change of location and address. (9) The contractor shall have 10 days in which to cocpty subsequent to receipt of written notice specifying ahat respects the contractor rust comply with this section. in the event that the contractor fails to comply i the 10-day period, he or she shalt, as a penalty to the state or political su5divfsfon on whose behalf the tract is made or awarded, forfeit twenty-five dollars (S25) for each calendar day; or portion thereof, for t worker, until strict compliance is effectuated. Upon the request of the Division of Apprenticeship -,dards or the Division of Labor Standards Enforcement, these penalties shall be withheld from progress Dents then due. :h). The body awarding the contract shall cause to be inserted in the contract stipulations to effectuate this :(on. These stipulations shall fix the responsibility'fcr compliance with this section on the prime :rector. ;i) The director shall adopt rules consistent with the Catifornts Public Records Act, (ch. 3.5 (comrneneing i Sec. 6250), Div. 7, Title 1, Gov. C.) and the Informtion Practices Act of 1977,'(Tftte 1.8 (commencing withr•' 1798) Pt. 4, Div. 3, Civ. C.) governing the release of these records, including the establishment of onable fees to be charged for reproducing copies of records required by this section. (1973 ch. 1249, 1983 ch. 681, 199Z ch. 1342) '77. Violation -Misdemeanor officer, agent, or representative of the State or of any political subdivision who willfully violates any isfon of this article, and any cc-;raeter, or subcontractor, or agent or representative thereof, doing publfe .— +_ r-.. .t - -.-a----- 11C77 -L CA% L-"%30R C 0 C E 1810 - 1317 § 1310. Legal Day's-Work- Eight Hours Eight hours labor constitutes a legal day's work in all cases where the same is performed under the authority of any law of this State, or under the direction, or control, or by the authority of any officer of this State acting in his official capacity, or under the direction, or control or by the authority of any m.nieipal corporation, or of'any officer therecf. A stipulation to that effect shall be made a part of all contracts to which the State or any municipal corporation therein is a party. (1937 ch. 90) § 1311. Z lme of Senice The time of service of any work -an employed upon p blie work is limited and restricted to 8 hours during any one calendar day, and 40 hours during any one calendar week, except as hereinafter provided for under Section Isis. (1937' ch. 90, 1961 ch. 238, 1963 ch. 964) § 131,1. Records of Worldng Hours - INTaintenance Every contractor and subcontractor shall' keep an accurate record showing the name of and actual hours worked each calendar day and each calendar week by each worker employed by him or her in connection with the public work. The records shall be kept open at all reasonable hours to the inspection of the awarding body and to the civision of Labor Standards Enforcer%ent. (FormerlY i 1814, 1937 Ch- 90, 1945 eh. 1431, ren•.rs5ered i 1812, 1961 eh. 238, 1963 ch. 964, 1983 eh.•160) § 1313. Working Hours Violations - PenaIty The contractor shall, as a penalty to the state or political subdivision an whose behalf the contract is made or awarded, forfeit twenty-five dollars (S25.00) for each workman employed in the execution of the contract by the contractor or by any subcontractor for each calendar day during which such workman is required or permitted to work more than 8 hours in any one.calendar day and 40 hours in any one eatendar week in violation of the provisions of this article. In awarding any contract for public work, the awarding body shall cause to be. inserted therein a stipulation to this effect. The awarding body shall take cognizance of all violations of this article cormitted in the course of the execution of t`e contract, and shall report theca to the officer of the State or political subdivision who is authorized to ray the contractor money due him under the contract. (Fortratty f 1815, 1937 eh. 90, 1957 eh. 399, renrbered i 1813, 1961 eh. 238, 1963 ch. 964) § 1814. Violation - Misdemeanor Any officer, agent, or representative of State or any political subdivision who violates any provision of this article " any contractor or subcontractor or`agent or representative thereof doing public work who neglects to comply with any provision of•Sectfon 1812 is guilty of a misdecoeanon. (Formally f 1816, 1937 ch. 90, renu•ruered f 1814, 1961 ch. 238) '. § 1815, Overtime - Compensation Notwithstanding the provisions of Section 1810 to 1814, inclusive, of this code,'and notwithstanding any stipulation inserted in any contract pursuant to the requirements of said section, work performed by employees of . contractors in excess of 8 hours per day, and 40 hours during any one week, shall be permitted upon public work upon compensation for all hours worked in excess of 8 hours per day at not less than 1 1/Z times the baste rate of pay. = (Formally i 18178 1941 ch. 7:9, renLr:bered f 1815, 1961 ch. Z38, 1963 eh. 964) § 1816. Renumbered § 1814 and amended 1961 ch. 233. § 1817. Renumbered § 1815 and amended 1961 ch. 238: 4kITY OF HUNTINGTON BEA• AoicqlI E . '�AAYz MIM MEETING DATE: July 16, 2001 DEPARTMENT ID BER:PW-01-053 Council/Agency Meeting Held: 01 A -3) Deferred/Continued to: ,Approved ❑ conditio ally Approved ❑ Denied Pe4•City Cleys Signature Council Meeting Date: July 16, 2001 Department ID Number: PW-01-053 CITY OF HUNTINGTON BEACH o REQUEST FOR ACTION SUBMITTED TO: HONORABLE MAYOR AND CITY C UNCIL MEMBERS' D�7Zo SUBMITTED BY: RAY SILVER, City Administrato �� 4 4= _ PREPARED BYq)�RDBERT F. BEARDSLEY, Director of Public Works cn D SUBJECT: Reallocate Project Funds for the Slater Channel Pr je C-1089 fl Statement of Issue, Funding Source, Recommended Action, Alternative Action(s), Analysis, Environmental Status, Attachment(s) Statement of Issue: Additional supplemental funds are needed to complete the authorize the Slater Channel Improvement Project, CC-1089. These funds are available within the project budget, but are currently encumbered for potential change orders. Funding Source: Funds in the amount of $100,000 will be released from encumbrance on OP #309, and reappropriated to 81688001.69365 Slater Channel Professional Services. Recommended Action: Motion To: Authorize the Finance Director to disencumber $100,000 from the Slater Channel change order funds, and reappropriate to project supplementals. Alternative Action(s): None. Analysis: On April 3, 2000, the City Council awarded a construction contract to Mesa Construction Projects and authorized a construction budget of $3,620,472 for the improvements to Slater Channel. At that time, $25,000 was allocated towards supplemental expenditures, and $362,000 for potential change orders. Due to the complexity of this project, the supplementals amount was insufficient to cover the costs of testing and construction observation. An additional $100,000 is requested to cover the costs of construction surveying, soils compaction, concrete testing and laboratory testing. The project is near completion and the materials quantities are close to estimates. Therefore the budgeted 10% for change orders will not be required. These funds can be used to pay supplemental expenses without exceeding the total project budget. 01-053 July 16 Charlonne (Slater Channel) -2- 7/3/01 12:21 PM 0 REQUEST FOR ACTION MEETING DATE: July 16, 2001 DEPARTMENT ID NUMBER: PW-01 -053 Attachment(s): g: rca/2001 /.. . 01-053 July 16 Charlonne (Slater Channel) -3- 7/3/01 12:21 PM RCA*ROUTING 9HEET INITIATING DEPARTMENT: Public Works SUBJECT: Reallocate Project Funds for the Slater Channel Project, CC-1089 COUNCIL MEETING DATE: July 16, 2001 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 Not Applicable Contract/Agreement (w/exhibits if applicable) (Signed in full by the City Attorne) Not Applicable 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) Attached 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 MISSfNG ATTACHMENTS EXPLANATION FOR RETURN OF ITEM: RCA Author: Charlonne Cc-1055 KECEIVEO This is not a lien. This notice is given pursuant to C@* it code section 3097. This form is designed for a private work projq1&p,FpXF1 e� Li t"r, ��roject, use a "California Preliminary 20-day Notice" (Public Work) form. NOTICE TO PROPERTY IF BILLS ARE NOT PAID IN FULL FOR THE LABOR, SERVICES, EQUIPMENT, OR MATERIALS FURNISHED OR TO BE FURNISHED, A MECHANIC'S LIEN LEADING TO THE LOSS, THROUGH COURT FORECLOSURE PROCEEDINGS, OF ALL OR PART OF YOUR PROPERTY BEING SO IMPROVED MAY BE PLACED AGAINST THE PROPERTY EVEN THOUGH YOU HAVE PAID YOUR CONTRACTOR IN FULL. YOU MAY WISH TO PROTECT YOURSELF AGAINST THIS CONSEQUENCE BY (1) REQUIRING YOUR CONTRACTOR TO FURNISH A SIGNED RELEASE BY THE PERSON OR FIRM GIVING YOU THIS NOTICE BEFORE MAKING PAYMENT TO YOUR CONTRACTOR OR (2) ANY OTHER METHOD OR DEVICE WHICH IS APPROPRIATE UNDER THE CIRCUMSTANCES. You are hereby notified: Date:Apri105, 2001 That the undersigned has furnished or will furnish labor, services, equipment, or material of the following description: GILBERT AYALA & SONS P.O. BOX 1264 Individual SAN BERNARDINO, CA 92402 or Firm By: Leilani Ayala Title: Seefetaff Description Asphalt Paving Jobsite Slater Channel Huntington Beach, Ca The name and address of the person who contracted for the purchase of such labor, service, equipment, or material is Mesa Construction-7150 Convoy Ct—San Diego. Ca 92111 To: None Reported construction lender or reputed construction lender To: City of Huntington Beach owner 2000 Main Street or reputed Huntington Beach, Ca owner 92648 To: original Mesa Construction contractor 7150 Convoy Court or San Diego, Ca 92111 reputed contractor NOTICE TO CONSTRUCTION LENDER ONLY Estimated total price for the labor, services, equipment, or materials described hereon $ 40.00000 Trust Hands to which supplemental fringe benefits are payable DECLARATION OF SERVICE I, Leilani Ayala, declare that I served the above Preliminary Notice by first class registered/certified mail postage prepaid. I declare under the penalty of perjury of the laws of the State of California that the foregoing is true and correct on April 05, 2001 Executed on April 05, 2001 at San Bern;r4Wo, Ca4?rnia Signature of person making service: ATTACH RECEIPTS OF CERTIFIED OR REGISTERED MAIL WHEN RETURNED t RECEIVED BY: • (Name) (Date) • CITY CLERK RECEIPT COPY Return DUPLICATE to Jeffrey Hughes (ext. 6260) after signing/dating CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION TO: Shari Freidenrich, City Treasurer ATTN: Jim Slobojan, Deputy City Treasurer FROM: S DATE: S I5 SUBJECT: Bond Acceptance I have received the bonds for 40A (O"TW t 00 qa� s 1 1NL _ (Company Name) �• Faithful Performance Bond No. o b o a 919 Labor and Material Bond No. Monument Bond No. Maintenance Bond No. ,�^yN►�NT VibNp No< Re: Tract No. CC No. Act MSC No. Approved. 4. ^ 2 60 (Council Approval Date) g:/jah/bondletter.doc Agenda Item No. E City Clerk Vault No. me 6o • (o® to i PROOF OF PUBLICATION STATE OF CALIFORNIA) ) SS. County of Orange ) I am a Citizen of the United States and a resident of the County aforesaid; I am over the age of eighteen years, and not a party to or interested in thebelow 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: February 24, 2000 March 2, 2000 I declare, under penalty of perjury, that the foregoing is true and correct. Executed on March 2 , 2000 at Costa. Mesa, California. Signature NOTICE INVITING Huntington Beach. The SEALED BIDS Contractor, shall; In the for CG-101d9 performance of the work I Notice is hereby given and'improvements; con - that sealed -bids will be Ilreceived by the City of forrrvto the Labor Code of the :State of.California Huntington Beach at the and other Laws of the office of the City Clerk at State' California ap- I City. Hall, 2000 Main Huntington plicable thereto, with the exception only of ;Street, Beach, CA.92648, until _such vanauons that may be the •hour of 2:00 PM -on re qquired under the spa March. 21, 2000, at ciai statutes pursuant to l which dime bids will be Which proceedings here - opened publlcly. and under are , taken and which have not been su- read aloud in the Council Chambers for the I 1persdded ` by thei SLATER CHANNEL Iprovisions of the Labor IMPROVEMENT !Code. Preference to la - PROJECT in the City -of t bor shall be given only in Huntington Beach. the manner provided by A set of plans, specifi- law. cations, and contract No bid shall be con - documents may be ob- i sidered unless it is made on a form furnished by tained starting February 24, 2000 at Ciry Hall,_ , .the City of Huntington Department of Public Beach, Department of Works upon receipt of a Public Works, and Is non-refundable fee of made in accordance $70.00, sales tax.. in- ' with the provisions of the eluded, II picked up or proposal requirements. $80.00 if mailed. Each bidder must be Each bid shall. be licensed and also pre. made on the Proposal qualifled by law. Form ; provided in the The City Council of the �Clty contract documents, and of Huntington shall be accompanied by Beach reserves the right" a _certified or cashier's to reiectany or all bids. check or bid bond for not By,ro"rder of the City less -than 1o%o,of the Council;„of the City of amount of the bid, made_ Huntington Beach, Call- payable,_to: the City of fofriia the- 7th'of Fe6ru- - — ary.2000. Connie Brockway ` City Clerk of, the City of Huntin__��tton Beach 2000%aaln;Street, (714)536-5431 Published- ;Huntington Beach -Fountain Valley Independent February 24, March 2,_2000 - 024-144 •,, j& CITY OF HUNTINGTON BEACH ek) 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK .CONNIE BROCKWAY CITY CLERK LETTER OF TRANSMITTAL OF ITEM APPROVED BY THE CITY COUNCIL/ REDEVELOPMENT AGENCY OF THE CITY OF HUNTINGTON BEACH DATE: 05-15-00 TO: Mesa Construction Projects, Inc. Name 7150 Convoy Court Street San Diego, CA 92111 City, State, Zip ATTENTION: John Hoffman, President DEPARTMENT: REGARDING: Construction Contract See Attached Action Agenda Item E-7 Date of Approval 4-3-00 Enclosed For Your Records Is An Executed Copy Of The Above Referenced Agenda Item. Remarks: G�ZnGG Connie Brockway City Clerk Attachments: Action Agenda Page X Agreement X Bonds X CC: R. Beardsley Name S. Krieger Name E. Charlonne Name S. Freidenrich Name C. Mendoza RCA Deed DPW X X DeQap ent RC}�A Agreement Department RCA Agreement DPW X X De artment RCA Agreement � 'reas . Department RCA Agreement X Risk Management Dept. Insurance X Other X bonds Insurance Other X bonds Insurance Other X bonds Insurance Other bonds Insurance Other X Insurance G: Followup/Letters/coverltr (Telephone: 714-536-5227 ) CITY FUNDED CONSTRUCTION CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND MESA CONSTRUCTION PROJECTS, INC. TO CONSTRUCT THE SLATER CHANNEL IMPROVEMENTS (CC 1089) THIS AGREEMENT, made and entered into this 3rd day of April 2000, by and between the City of Huntington Beach, a municipal corporation of the State of California, hereinafter referred to as "CITY," and MESA CONSTRUCTION PROJECTS, INC. a California corporation hereinafter referred to as "CONTRACTOR." WHEREAS, CITY has solicited bids for a public works project, hereinafter referred to as "PROJECT," more fully described as construction of the Slater channel improvements per cash contract 1089, in the City of Huntington Beach; and CONTRACTOR has been selected to perform said services, NOW, THEREFORE, in consideration of the promises and agreements hereinafter made and exchanged, the parties covenant and agree as follows: STATEMENT OF WORK; ACCEPTANCE OF RISK CONTRACTOR shall furnish, at its own 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 assume the risk of all loss or damage arising out of the nature of the PROJECT, during its progress or prior to acceptance, from the action of the elements, from any unforeseen difficulties which may arise or be encountered in the prosecution of work, and for all other risks of any description 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 00agree/sl/mesa con/4/4/00 shown and described in this Agreement, and in accordance with the requirements of CITY under them for the compensation set forth in the accepted bid proposal. However the total compensation to be paid is to be computed on the basis of the units of work as it is actually performed, in accordance with the stipulated prices named in the Bid Sheet(s). 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 hereinafter defined), 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 investigation of allsuch 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 said Contract Documents insofar as they relate in part or in any way, directly or indirectly, to the work covered by this Agreement. "Contract Documents" as defined herein mean and include: A. This Agreement; B. Bonds covering the work herein agreed upon; C. The CITY's'standard Plans and Specifications and special contractual provisions, including those on file in the office of the Director of Public Works of CITY and adopted by the City Council of CITY, and any revisions, amendments or addenda thereto; D. The 1997 edition of Standard Specifications for Public Works Construction, published by Builders' News, Inc., 3055 Overland Avenue, Los Angeles, CA 90034, and all amendments thereto, written and promulgated by the Southern California 00agree/sl/mesa con/4/4/00 2 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 (attached hereto as Exhibit "A"); 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 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"), without whose decision said discrepancy shall not be adjusted by CONTRACTOR, 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 said 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 Three Million, One Twenty Six Thousand, Four Hundred Ninety Seven Dollars and forty cents ($3,126,497.40), 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 notice to proceed is issued and shall diligently prosecute PROJECT to completion 00agree/sl/mesa con/4/4/00 within One Hundred Eighty (180) working days from the day the "Notice to Proceed" is issued by DPW, excluding delays provided for in this Agreement. 5. TIME OF THE ESSENCE The parties hereto recognize and agree that time is of the essence in the performance of this Agreement and each and every provision of the Contract Documents. CONTRACTOR shall prepare and obtain approval as required by the Contract Documents for all shop drawings, details and samples, and do all other things necessary and incidental to the prosecution of its work in conformance with the progress schedule set forth in the Contract Documents. CONTRACTOR shall coordinate its work with the work of all other contractors, subcontractors, and CITY forces working on the PROJECT, in a manner that will facilitate the efficient completion of the PROJECT and in accordance with the terms and provisions of this Agreement. CITY shall have complete control of the premises on which the work is to be performed and shall have the right to decide the time and order in which the various portions of the work shall be performed and the priority of the work of other contractors, subcontractors and CITY forces and, in general, all matters concerning the timely and orderly conduct of the work of CONTRACTOR on the premises. 6 CHANGES CONTRACTOR shall adhere strictly to the plans and specifications set forth in the Contract Documents unless a change therefrom is authorized in writing by the DPW. CONTRACTOR agrees to make any and all changes, furnish materials and perform all work necessary within the scope of the PROJECT as the DPW may require in writing. Under no condition shall CONTRACTOR make any changes without the written order of the DPW, and CITY shall not pay any extra charges made by CONTRACTOR that have not been agreed upon in writing by the DPW. 00agree/sl/mesa con/4/4/00 4 f When directed to change the work, CONTRACTOR shall submit immediately to the DPW a written cost proposal reflecting the effect of the change. Should the DPW not agree to such cost proposal, the work shall be performed according to the changes ordered in writing by the DPW and the proper cost thereof shall be negotiated by the parties upon cost and pricing data submitted by the CONTRACTOR; thereupon, CITY will promptly issue an adjusted change order to CONTRACTOR and the contract price will be adjusted upward or downward accordingly. 7. NOTICE TO PROCEED No work, services, material, or equipment shall be performed or furnished under this Agreement unless and until a Notice to Proceed has been given to the CONTRACTOR by . CITY. CITY does not warrant that the work will be available on the date the Notice to Proceed is issued. In event of a delay in commencement of the work due to unavailability of the job site, for any reason, relief to the CONTRACTOR shall be limited to a time extension equal to the delay due to such unavailability. 8. BONDS CONTRACTOR shall, prior to entering upon the performance of this Agreement, furnish the following three bonds approved by the City Attorney: One in the amount of one hundred percent of the contract price to guarantee the CONTRACTOR's faithful performance of the work; one in the amount of one hundred percent of the contract price to warrant such performance for a period of one (1) year after CITY's acceptance thereof; and one in the amount of one hundred percent of the contract price to guarantee payment of all claims for labor and materials furnished. 9. WARRANTIES The CONTRACTOR unconditionally guarantees all work done under this Agreement including, but not limited to, any workmanship, installation, fabrication, material or 00agree/sl/mesa con/4/4/00 5 structural facilities constructed. CONTRACTOR, within ten (10) days after notice by CITY of any defect in the work, shall have the option to make appropriate repairs or replace the defective item or items. Upon expiration of such ten- (10) day period, CITY may then make appropriate repair or replacement at CONTRACTOR's risk and expense. 10. INDEPENDENT CONTRACTOR It is understood and agreed that the CONTRACTOR is, and shall be, acting at all times hereunder as an independent contractor and not and employee of CITY. CONTRACTOR shall secure at its 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. 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 One Thousand Dollars ($1,000.00) per day for each and every working day's delay in completing the work in excess of the number of working/calendar days set forth herein, which represents a reasonable endeavor by the parties hereto to estimate a fair compensation for the foreseeable losses CITY would sustain in the event of and by reason of such delay; and CONTRACTOR agrees to pay said damages herein provided, and further agrees that CITY may deduct the amount thereof from any monies due or that may become due to CONTRACTOR hereunder. 00agree/sl/mesa con/4/4/00 6 CONTRACTOR will be granted an extension of time and will not be assessed damages for any portion of the delay in completion of the work due to unforeseeable causes beyond the control and without the fault or negligence of CONTRACTOR, including, but not restricted to, acts of God or of the public enemy, fire, floods, epidemics, quarantine restrictions, strikes, unsuitable weather, or delays or subcontractors due to such causes. CONTRACTOR shall, within fifteen (15) days from the beginning of any such delay (unless the DPW shall grant a further period of time prior to the date of final settlement of the Agreement), notify the 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 the 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 waiting for materials required by this Agreement to be furnished to 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 nowise 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 the 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 material by CITY or delays by other contractors or subcontractors, will be allowed and said extension of time for completion shall be the sole remedy of CONTRACTOR. 00agree/sl/mesa con/4/4/00 7 12. DIFFERING SITE CONDITIONS (1) Notice: The CONTRACTOR shall promptly, and before such conditions are disturbed, notify the DPW in writing of: (a) Subsurface or latent physical conditions at the job site differing materially from those indicated in this Agreement or the Contract Documents; or (b) 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. The 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; (2) Time Extension: No claim of the CONTRACTOR under this Section shall be allowed unless the CONTRACTOR has given the notice required hereunder, provided, however, the time prescribed therefor may be extended by CITY. 13. VARIATIONS IN ESTIMATED QUANTITIES The quantities listed in the bid schedule will not govern final payment. Payment to the 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. The DPW may, at its sole discretion, when warranted by the facts and circumstances, order an equitable adjustment, upwards or downwards, in payment to the 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 00agree/sl/mesa con/4/4/00 8 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, the DPW shall ascertain the facts and circumstances and make such adjustment for extending the completion date as in its judgment the findings warrant. 14. PROGRESS PAYMENTS Each month the 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, less the amount of all previous payments since commencement of the work, will be paid to CONTRACTOR. When CONTRACTOR has, in the judgment of the DPW, faithfully executed fifty percent (50%) or more of the value of the work as determined from the bid schedule, and if the DPW finds that satisfactory progress has been and is being made, the CONTRACTOR may be paid such sum as will bring the payments of each month up to one hundred percent (100%) of the value of the work completed since the commencement of the PROJECT, as determined by DPW, less all previous payments and less all previous retained amounts. The final payment, 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 the 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 int. 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 expense of CONTRACTOR, who shall retain beneficial ownership and receive interest, if any thereon, CITY shall permit the substitution and deposit 00agree/sl/mesa con/4/4/00 9 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 the DPW its affidavit stating that all workers and persons employed, all firms supplying materials and all subcontractors upon PROJECT have been paid in full and that there are no claims outstanding against PROJECT for either labor or material, except certain items, if any, to be set forth in an affidavit covering disputed claims, or items in connection with Notices to Withhold which have been filed under the provisions of the statutes of the State of California. 17. WAIVER OF CLAIMS The acceptance by CONTRACTOR of the payment of the final certificate shall constitute a waiver of all claims against CITY under or arising out of this Agreement. 18. INDEMNIFICATION, DEFENSE, HOLD HARMLESS CONTRACTOR hereby agrees to protect, defend, indemnify and hold and save harmless CITY, its officers, and employees against any and all liability, claims, judgments, costs and demands, 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, and 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 CITY. CONTRACTOR will conduct all defense at its sole cost and expense. 00agree/sl/mesa con/4/4/00 10 19. WORKERS' COMPENSATION INSURANCE Pursuant to California Labor Code section 1861, CONTRACTOR acknowledges awareness of section 3700 et seq. of said Code, which requires every employer to be insured against liability for workers' compensation; CONTRACTOR covenants that it will comply with such provisions prior to commencing performance of the work hereunder. CONTRACTOR shall maintain workers' compensation insurance in an amount of not less than One Hundred Thousand Dollars ($100,000) bodily injury by accident, each occurrence, One Hundred Thousand Dollars ($100,000) bodily injury by disease, each employee, Two Hundred Fifty Thousand Dollars ($250,000) bodily injury by disease, policy limit. CONTRACTOR shall require all subcontractors to provide such workers' compensation 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 insurance and CONTRACTOR shall similarly require all subcontractors to waive subrogation. 20. INSURANCE In addition to the workers' compensation insurance and CONTRACTOR's covenant to indemnify CITY, CONTRACTOR shall obtain and furnish to CITY, a policy of general public liability insurance, including motor vehicle coverage covering the PROJECT. Said policy shall indemnify CONTRACTOR, its officers, agents and employees, while acting within the scope of their duties, against any and all claims of arising out of 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 $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 $1,000,000. Said policy shall name CITY, its officers, and employees as Additional Insureds, and shall specifically provide that any other insurance coverage which may be 00agree/sl/mesa con/4/4/00 I I 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; said certificates shall: provide the name and policy number of each carrier and policy; 2. shall state that the policy is currently in force; 3. shall promise to provide that such policies will not be canceled or modified without thirty (30) days' prior written notice of CITY; and 4. shall state as follows: "The above -detailed coverage is not subject to any deductible or self -insured retention, or any other form of similar -type limitation." CONTRACTOR shall maintain the foregoing insurance coverages in force until the work under this Agreement is fully completed and accepted by CITY. The requirement for carrying the foregoing insurance coverages shall not derogate from the provisions for indemnification of CITY by CONTRACTOR under the Agreement. CITY or its representative shall at all times have the right to demand the original or a copy of all said policies of insurance. CONTRACTOR shall pay, in a prompt and timely manner, the premiums on all insurance hereinabove required. A separate copy of the additional insured endorsement to each of CONTRACTOR's insurance policies, naming the CITY, its officers and employees as Additional Insureds shall be provided to the City Attorney for approval prior to any payment hereunder. 00agree/sl/mesa con/4/4/00 12 22. DEFAULT AND TERMINATION If CONTRACTOR fails or refused to prosecute the work hereunder with diligence, or fails to complete the work within the time specified, or is adjudged a 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 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. 23. DISPOSITION OF PLANS, ESTIMATES AND OTHER DOCUMENTS CONTRACTOR agrees that upon completion of the work to be performed hereunder, or upon 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. 24. NON -ASSIGNABILITY 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. 25. 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 California Government Code sections 1090 et seq. 00agree/sl/mesa con/4/4/00 13 26. STOP NOTICES: RECOVERY OF ADMINISTRATIVE COSTS CITY shall be entitled to reasonable administrative costs and necessary disbursements arising out of the processing of Stop Notices, Notices to Withhold, or any similar legal document. Said 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, 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. 27. NOTICES All notices required or permitted hereunder shall be delivered in person or by registered or certified mail to an authorized representative of the party to whom delivery is to be made, at the place of business of such party, or to any other place designated in writing by such party. 28. CAPTIONS Captions of the section of this Agreement are for convenience and reference only, and the words contained therein shall in no way be held to explain, modify, amplify or aid in the interpretation, construction or meaning of the provisions of this Agreement. 29. 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 U.S.C. Section 1324a regarding employment verification. 30. 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 00agree/sl/mesa con/4/4/00 14 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. 31. ATTORNEY'S FEES In the event suit is brought by either party to enforce the terms and provisions of this agreement or to secure the performance hereof, each party shall bear its own attorney's fees. 32. ENTIRETY The foregoing, and Exhibit "A," attached hereto, set forth the entire Agreement between the parties. 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. MESA CONSTRUCTION OOJECTS, INC B John Hoffmd1l, President AND By: —� David Hoffman, Secretary REVIEWED AND APPROVED: City AAtVinistrator CITY OF HUNTINGTON BEACH, a municipal corporation of the State of California 0 ATTEST: dmam+ City Clerk APPR VV %ASTO FORM: -it ornery ITIAT AN ROVED: Direc or of Public Works 00agree/sl/mesa con/4/4/00 15 CITY FUNDED CONSTRUCTION CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND MESA CONSTRUCTION PROJECTS, INC. TO CONSTRUCT THE SLATER CHANNEL IMPROVEMENTS (CC 1089) TABLE OF CONTENTS Page No. 1. STATE OF WORK; ACCEPTANCE OF RISK 1 2. ACCEPTANCE OF CONDITIONS OF WORK; PLANS 2 3. COMPENSATION 3 4. COMMENCEMENT OF PROJECT 3 5. TIME OF THE ESSENCE 4 6. CHANGES 4 7. NOTICE TO PROCEED 5 8. BONDS 5 9. WARRANTIES 5 10. INDEPENDENT CONTRACTOR 6 11. LIQUIDATED DAMAGES/DELAYS 6 12. DIFFERING SITE CONDITIONS 7 13. VARIATIONS IN ESTIMATED QUANTITIES 8 14. PROGRESS PAYMENTS 9 15. WITHHELD CONTRACT FUNDS, SUBSTITUTION OF SECURITIES 9 16. AFFIDAVITS OF SATISFACTION OF CLAIMS 10 17. WAIVER OF CLAIMS 10 18. INDEMNIFICATION, DEFENSE, HOLD HARMLESS 10 19. WORKERS' COMPENSATION INSURANCE 11 20. INSURANCE 11 21. CERTIFICATES OF INSURANCE; ADDITIONAL INSURED 12 22. DEFAULT & TERMINATION 13 23. DISPOSITION OF PLANS, ESTIMATES AND OTHER 13 24. NON -ASSIGNABILITY 13 25. CITY EMPLOYEES AND OFFICIALS 13 26. STOP NOTICES 14 27. NOTICES 14 28. CAPTIONS 14 29. IMMIGRATION 14 30. LEGAL SERVICES SUBCONTRACTING PROHIBITED 15 31. ATTORNEY'S FEES 15 32. ENTIRETY 16 SECTION C PROPOSAL for the SLATER CHANNEL IMPROVEMENTS From STA. 98+81.74 TO STA. 164+37.45 CASH CONTRACT No. CC-1089 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 180 working days, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C- I 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. RTJ.�,j ("*�o .� S-�D Accompanying this proposal of bid, find 3 in the amount of $ which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond", as the case may be). Bidder shall signify receipt of all Addenda here, if any: Addenda No. Date Received Bidder's Signature o ► I1�u o-v o 'L. C-2 PROJECT BID SCHEDULE - A (DSR) Sta. 101+13 to Sta. 126+47.95 Item: :Estimated temw>tutprtce Extended:::= No.' Quant><ty "written in w..ords mt Price .> Amount;` 1 1 lump sum Mobilization of equipment and materials C 1 C Ja/_ �'s�ITV §;j Tflcvsanj f;%1 / log," Dollars $_ IV, $ 63q,o D Cents Per lump sum 2 1 and grubbing per plans and specs Clearing and lumpsum cc ,T/�f # I n�ii'P ollars PPS /�06LSG1 0!?P %u $ (S� -00 $ 1 s' Z0. /70 Cents Per lump sum 3 1 Dewatering of construction area per plans and specs lump sum � a �lilp �P �I[ ^elQh1/ Dollars $ 7-8, 01 jO.61) $ 2g, 00 & no Cents Per lump sum 4 14504 Unclassified excavation per plans and specs cu yd C Dollars $ 10.90 $ 1 S6,6K3• Cents Per cu yd 5 1 lump sum Demolish & disposal of exist. PCC transitions and slope protection nSeLleni-heiio tlen huDd SeI/�hollarsx $ 3, T1 76.00 $ �, �?6 •CO n(� Cents Per lump sum 6 3066 Gravel base for PCC trap channel and transitions cu yd (cam to Dollars $ Z.O-SO $ G Z, •� Cents Per cu yd 7 683 Structure till for PCC trap channel and transitions cu yd a Dollars $ 21 . 6o $ I }n. Cents Per cu yd 8 8867 Compacted fill (non -expansive) per plans and specs cu yd u / C e _ Dollars $ 16-Zo $ 1q 3,6KS — 4A)e-In w_Cents Per cu yd 9 3100 Concrete for trap channel lining per plans and specs cu yd C 0,1" Nyy��ir� od ThA, tine Dollars $I3/., ZO $ L t% ;�2,0. Tw e-+V Cents Per cu yd 10 110 Concrete for transitions structures per plans and specs cu yd a _ haaffed Dollars $ Z I0- 6LI $ Z3, !66 S� Cents Per cu yd v£ C-1 as PROJECT BID SCHEDULE - A (DSR) Sta. 101+13 to Sta. 126+47.95 Item stimate tem:wit unit price: Extended,: No : Quantity ;written ><n words Unit Price Amount' ; 11 2160 Construct 6' concrete block wall per plans and specs sq ft @ /�elr/e Dollars $ l Z- 9© $ 210 6 Z(.�v Cents Per sq ft 12 280280 Reinforcing steel bar for PCC trap channel and transitions lb nu, o Dollars $ �> vim" $ ITq, 3?e Leo fI Le Cents Per lb 13 2875 Construct concrete block per sht. 18 and specs sq ft @ ve Dollars $ %D $l6, l G z.aj /J Cents Per sq ft 14 1 lump sum Restrip street per plans and specs n%uien i, T'r� i avd�n, � .1/, �ovnai� Q4�o� f S Z5;17�Mo $ Z5 j zJ>� 4g/b Cents Per lump sum 15 8295 Filter Fabric- Type I per plans and specs sq yd n -e— ro Dollars $ 0. co $ 9 :�7.00 51 Cents Per sq yd 16 9580 Filter Fabric- Type II per plans and specs sq yd « �.? r0 Dollars $ 0.70 $ 6,?06.00 V Cents Per sq yd 17 5 Construct side drain per sht. 23; Detail A -A each n —S/ Dollars S CO. 00 S ZI `l30.00 h Cents Per each 18 2610 6' high chain link (pvc coated) fence per plans and specs ft lin « ,Vy llegn Dollars S $ 5'd //Z.00 _�q, .n Cents Per lin ft 19 4 6' high x4' wide chain link (pvc coated) gate per plans and specs each cr f,,r 11-a r-a el �—Dollars $ P'j0.60 S 5 �+ Cents Per each 20 2 6' high x'12' wide chain link (pvc coated) gate per plans and specs each « N,%>Z Kcf4,id/ �+,?W T try,8 . Dollars Cents Per each C-2 as PROJECT BID SCHEDULE - A (DSR) Sta. 101+13 to Sta. 126+47.95 Item Estimatedtr ended::.::.. N` Quan itten in words Uricetiy ; mounto. 21 1 Shoring per plans and specs lump sum ((11 @7 LUL-6'f)� �-OY �/ Dollars $ it{, ogo.yo $ Iql6q.00 h0 ' Cents Per lump sum 22 60 Construct PCC sidewalk per plans and specs sq ft @ -�n Dollars $ l • 80 $ �88 •D0 `P_ t qhL/ Cents —Q Per sq ft 23 45 Construct PCC curb & gutter per plans and specs lin ft @ I--�.jc VP i1 Dollars $ 00 $ 64.00 00 Cents Per lin ft 24 1 Traffic control per plans and specs lump sum @4hr-pbhL14ivamc j)Dollars $ 3gi0(6•fb 3S�O16.0o h 0 Cents Per lump sum 25 1 each R&R 2" air vac per plans and specs a, r-ee fhtuard.5'an hu rdrrecp20hys $ 3, }80-do 1�` 0Cents Per each 26 1 R&R 4++" pressure relief assembly per plans and specs each @i 1 j`j tuSa��rP � 4\/Dollars $ Cents Per each 27 1 Construct PCC drive approach per plans and specs each @ n;u \mu red SE�t1P,j�� W)0 Dollars B $ -1 }Z 000 q $ /�Z•� nf� Cents Per each 28 1 Construct PCC curb ramp per plans and specs each a hnQ .nt1a1Y71 '��UPII - SIC Dollars �- $ Z6 CO. $ 1, 0 7-6-d0 Y\ [) Cents Per each 29 1 Protect existing utilities in place as required by plans and specs lump sum u 5 a r Qf Dollars p $ 8, c4ty.00 $ $6 K0.00 T h O Cents Per lump sum 30 2 each Construct side drain per sht. 23; Detail D-D @ tl f'2 { he4ts(tnc0 0 Le u n iY��i' 'Dollars $ �, f 3t{,0� $ Z, Zdg .UD n Cents Per each C-3 as PROJECT BID SCHEDULE - A (DSR) Sta. 101+13 to Sta. 126+47.95 Item> Estimated Item with unit price:; -_: Extended .: No :: .Quantity ' writfen �n words Unit Price : Amount 31 3 Construct side drain per sht. 23; Detail H-Hr� each Cor& Anusnrdnln,0- hafv4rft�-W`IY! ( Dollars $ 33•Z0 $ �J _6C) Cents Per each 32 1 Landscape area per plans and specs lump sum C —'kihat tyjrd�- t�Dollars `J $ (0 .� SO. _60 $ 6 n n ( Cents Per lump sum 33 14 Rainbird 1812-SAM-VAN nozzle each j��\ n e,10 Dollars $ $ .(00 $ 1, 2-Ho o S I G—V Cents Per each 34 1 each 10' (D.T.H.) Queen palm per plans and specs f j n H —1f�� nars $ 83.00 $ 783-io h 0 Cents Per each 35 7 5 gallon vines per plans and specs each a 1 Dollars $ � 1. Li 0 $ 13 S. 80 J Cents Per each 36 5 1 gallon shrub per plans and specs each n af\ 1 Dollars n $ D� �O $ q 3 Cents Per each 37 285 cu yd Class A top soil per plans and specs cr SI' -,41-- , Dollars $ /i0-7-0 } $q,61fii�e a �-V I Cents Per cu yd 38 15 5 gallon shrub pet plans and specs each cr elfwen Dollars $ 1 �• 7 $ j r� • Cents Per each 39 2 12' (D.T.H.) Queen palm per plans and specs each a johb i I "W({ e )e-h _Dollars Q $ I 1 8 - Oy $ I, Qj36. ©O Y\O U Cents Per each 2" class 315 PVCirrigation line per plans and specs 11n cr J (� �i Dollars Cents Per In ft Vf C-4 as PROJECT BID SCHEDULE - A (DSR) Sta. 101+13 to Sta. 126+47.95 .Item Estimated ltem:.wit4unfit pricer: Extended Quantity written �n words Unit Price Amount 41 30 1" SCH 40 PVC irrigation line per plans and specs In ft u J / X� Dollars S. 6.50 $ .00 T' ] Cents r Per In ft 42 70 3/4" SCH 40 PVC i igation line per plans and specs In ft @ �.Y' Dollars $ t{.30 $ 30 .00 `1: Cents Per In ft 43 4 Ground cover (Freeway chips) per plans and specs cu yd c, b np hun @ Y — EMollars $133690 $ 5 35. �o0 h� Cents Per cu yd 44 1 6 station 1130C battery operated irrigation controller each a y,-�tl�246hd 7 54 Dollars $ a n Cents Per each 45 1 # 14 remote control wire to operate 6 valves + common lump sum C-h(I�� h�!/s�-1 %tr� �lyC Dollars S Z, lro0.00 $ Z,/60.C10 Y\ f'1 Cents Per lump sum 46 1 Rainbird quick coupler QC-40 each n Dn- �S11hjre P�,14k =L1 Dollars $ %l S-90 Cents Per each 47 1 Griswold 2000 series remote control valve 2" size each � nlreP han P1+A �d 10hQ Dollars S 300.90 $ 3 00-00 Cents Per each 48 18 A. C. pavement per plans and specs ton cr q /1 Dollars $ , �D $ Cents Per ton Total Amount Bid Schedule A in Figures: $ It 3 3 Total Amount Bid Schedule A in Words: One Al -.I 1,,A n, e- u +� C-5 as PROJECT BID SCHEDULE - B (HMGP) Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 1 1 lump sum Mobilization of equipmentandmaterials @ .(%4�i i2✓I� �itet?Aa A/ ne �wtio °o Cents f q $ ! $ Per lump sum 2 1 lump sum Clearing and grubbing per plans and specs `, @ S r A1,4M rs 1 $ 36, 3 Zo. Cc $ 36, 32,0 r O Cents Per lump sum 3 1 lump sum Dewatering of construction areaperplans and specs ra -4u SLIM' �e h1111G��Clr[516ou s $ 34.560.w $ 3q,S60-cn 1(\ 0 Cents Per lump sum 4 23396 Unclassified excavation per plans and specs cu yd @ TLr) Dollars $ 10-80 $ Z3-2,06 11 Cents Per cu yd 5 1 Demolish & disposal of exist. PCC box, transitions and slope protection lump sum rurtlUe�( *l1011Shi�12 hilt! oltars $ �Z, q�.(b $ f 2, g60.00 Cents Per lump sum 6 2758 Gravel base for PCC Box, trap channel and transitions cu yd @ Ail} '' -two Dollars $ $ P f%P.n Cents Per cu yd 7 4315 Structure fill for PCC box, trap channel and transitions cu yd @ Se vP.� _e n Dollars $ j Cents Per cu yd 8 5903 Compacted fill (non -expansive) per plans and specs cu yd @ S'�'�r Dollars $ 16.7Z0 $ gs, 6�6. `4( y Cents Per cu yd 9 1748 Concrete for t//rap channel lining per plans and specs cu yd r a 042 1/d,w�rv/ ergii / pe��; /-T 6,72 Dollars $ 3 1. ZO $ Z Cents Per cu yd 10 160 Concrete for transitions structures per plans and specs cu yd a - � )o hU.(drinl�' 4-0— \ Dollars $ 2l o . 60 $ 33� t Cents Per cu yd C-1 bs PROJECT BID SCHEDULE - B (HMGP) Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 11 540 Concrete for double 7.5'x12' box per plans and specs cu yd @ / vt/�Or m&6-e� ���ryP%y,- Dollars U $ ( - -to $ ZY 77w e^f te Cents Per cu yd 12 236720 Reinforcing steel bar for PCC box, trap channel and transitions lb a Dollars $ 0- iT $ 130� 3l S3 l``iFA Five Cents Per lb 13 992 Construct concrete block per sht. 18 and specs sq ft C� uQ Dollars $ 5- 610 $ 5. . s2 • Cents Per sq ft 14 2716 Construct Riprap per plans and specs tons C��-= �e� Dollars $ q 3.20 Cents Per tons 15 8085 Filter Fabric- Type I per plans and specs sq yd @ 2.e-�r` (p� Dollars $ 0-6o $ 00 C �T'`-f Cents. Per sq yd 16 12825 Filter Fabric- Type II per plans and specs sq yd a 2 -e--Y- D Dollars p $ P vein � Cents Per sq yd 17 5 Construct side drain per sht. 23; Detail A -A each u h r ^Si Dollars $ e& •Do $ Zr qR •00 i1 f Cents Per each 18 2310 6' high chain link (pvc coated) fence per plans and specs lin ft u ✓in1 oxe en Dollars $ _ $ tit( 357.0D t, /y Cents T Per lin ft 19 4 6' high x 4' wide chain link (pvc coated) gate per plans and specs each C icy r it � 4y�Dollars $ �l Say CSC $ 0 Cents Per each 20 4 6' high x 12' wide chain link (pvc coated) gate per plans and specs each @ .41;4e ko,,,9redg� �'yPtilz. IE7rye Dollars $ 9 Z S` �a $ 3 �OZ.kb r Cents Per each C-2 bs PROJECT BID SCHEDULE - B (HMGP) Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 21 2 6' high x 15' wide chain link (pvc coated) gate per plans and specs each a &%e .4,a eaA-J -f' & rs-r $ l l� 6.7"D $ Z 3� 13 Cents Per each 22 480 A. C. pavement per plans and specs ton @�o.��l_ s Z Dollars $ L 8. 60 $ 'Z-3, 3 Zs Cents Per ton 23 790 Aggregate base per plans and specs ton @Path PPiI Dollars i $ 1 0 0 $ N' -5-36. 00 �7 Cents Per ton 24 300 Construct PCC sidewalk per plans and specs sq ft @ :�W l K Dollars $ .c) $ i 44i0.0v VIANW Cents Per sq ft 25 52 Construct PCC curb & gutter per plans and specs Iin ft C -�o Dollars $ . D 0 $ }ZB .00 h Cents Per lin ft 26 1 lump sum Traffic control per plans and specs ,,,�,� �(�, a - 111 tll ��"Y7oll�arn $ Z5, $ h 0 Cents Per lump sum 27 1 lump sum Protect existing utilities in place as required by plans andspecs v e--`7--- n (,(, O� �rC7o�Iars $ `�, 6 4 o S 1�6g0.00 �— U Y\ Cents Per lump sum 28 1 lump sum Restrip street per plans and specs ,,// JJ � « VIA4, �, UQ r .l�n� N0 �f�+FJ° 2ilDopars�k $ zs��7W, $ ?-r, Cents Per lump sum 29 1 Construct PCC drive approach per plans and specs each n h p ��C��'Q ��L�la Dollars $ q 2- 00 N\L7 Cents Per each 30 1 Construct PCC curb ramp per plans and specs each a 0110 A.;k`cj-LSO d Dollars $ 1.07Z6. Cb $ t, V Z6.00 r ( Cents Per each C-3 bs PROJECT BID SCHEDULE - B (HMGP) Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 31 1 lump sum R&R 12" water main and appurtenances per plans and specs a 140 + l v►nr�411P hu - d ni�94 011ais $ 3O-133, 0 $ � { Cents Per lump sum 32 1 lump sum R&R 42" water main and appurtenances per cr plans and specs �(°U -11i C1Q }t01ytE& i6 iltl(�' g " osSrX Y-1 (' Cents Per lump sum 33 1 Dewater & chlorinate 42" water main per plans and specs lump sum cr rtAry fI 'n bit r �Hlrt�ollars $ 3,Z►{6.Op $ 3 Q.0 V� n Cents Per lump sum 34 2 Construct side drain per sht. 23; Detail B-B each C 5�CVen 1 \l, I rA rtd JU) Dollars $ • ©0 $ t{' OH •oo i\ L) Cents Per each 35 1 Construct side drain per sht. 23; Detail C-C each « * 1n Ooardou hu►dnfd S /Dollars $ Zt 10(:,.VD $ Z,106.CC' h o Cents Per each 36 1 each Construct side drain per sht. 23; Detail E-E ollLL / cOne ars �asK• ! 9� 0 ho Cents Per each 37 1 Construct side drain per sht. 23; Detail F-F each n 1pne _ p dill hUrC rA Y) I'N Dollars $ CIO $ • 0D n 0 Cents Per each 38 1 Construct sidedrainper sht. 23; Detail G-G each cr }�l�S Ilt7ll� �r r � Dollars $ Z, 05?_00 $ Z, os`z • oo �O Cents Per each 39 1 each Construct side drain per sht. 23; Detail H-H a luIdt)'jKt tr\Cjrm 1Y Moll rs' $ 4 933.W $ ( q 33.E '1'-GI l� Cents Per each I 40 l Landscape area per plans and specs lump sum Dollars $ 3 Z, $ �(1 Cents Per lump sum C-4 bs PROJECT BID SCHEDULE - B (HMGP) Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 41 1 Shoring per plans and specs lump sum @f�g fhooso4d 7�, #-.1ndrt,� c7n kollars $ 3, t0.fb $ 3 Q(lp e (-p Cents Per lump sum 42 150 Install 6" irrigation sleeve per std. In ft @ Si,r +e a , , . Dollars $ $ T-10 - A i-,a Cents Per In ft 43 21 Rainbird 1812-SAM-VAN nozzle each @ Dollars $ g8_ 60 $ �Bco, 6o + Cents Per each 44 1 15' (D.T.H.) Queen palm per plans and specs each @ VI-ie Yglne+ed st7 d At V'o,eDoIIars $ 1119 .Oa $ � tehp Cents Per each 45 10 5 gallon vines per plans and specs each @ A/.A e `e9,n Dollars $ • ULC> $ 11 1-t• 00 -Fp r 4 V Cents Per each 46 10 1 gallon shrub perplans and specs each @ G%,V h T Dollars $ �•-� $ �O pp Cents Per each 47 285 Class A top soil per plans and specs cu yd a J r,�t+ PSG rl Dollars $ $ _UL4,00 Cents Per cu yd 48 54 5 gallon shrub per plans and specs each u � leve,7 Dollars $ . Yo $ 61 r- CD 770 r y Cents Per each 49 2 12' (D.T.H.) Queen palm per plans and specs each @ �.,i e l�o✓nc�rpi� m W i;g A�e�� Dollars q $ t O -00 $ l 36.0 �rG Cents Per each 50 2 Concrete for restraining collar (anchor ring) per plans and specs cu yd a &e 1h Auiao j �; 1rj �o•nd eJ Q�ob3fil �f'i 6 i_oo $ 3jZ6_0o Cewr Cents Per cu yd C-5 bs PROJECT BID SCHEDULE - B (HMGP) Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 51 180 Reinforcing steel bar for restraining collar lb cr One _ Dollars S. �• �0 y $ Cents Per lb 52 1 Construct manway manhole per plans and specs each « Lo �-kalatei And -F.,4V Qe Dollars $ Z, 041• Zo $ Z, 04I.Z o Twe n� ,� Cents Per each 53 60 2" class 315 PVC irrigation line per.plans and specs lin ft a 5�-�c ;-tee..% Dollars $ 6 •Zo %we'nfu Cents Per lin ft 54 100 l" SCH 40 PVC irrigation line per plans and specs lin ft C �7C Dollars Q Oo Cents Per lin ft 55 90 3/4" SCH 40 PVC irrigation line per plans and specs hn ft (c`r�, 'Fo V,- Dollars -3o $ 39 4. vO -rh,-r ar�f Cents Per lin ft 56 22 Ground cover (Freeway chips) per plans and specs cu yd C 01e #O,Adre d Dollars $ iy Cents Per cu yd 57 1 each 6 station 1130C battery operated irrigation controller a ! 41rh ,,5Pnd S:r Q" 15vlars $ �o, %q6.W $ 6,676.00 (era Cents Per each 58 1 lump sum # 14 remote control wire to operate 6 valves + common !w o T4 C ow aaj flip & .4raa,ci 154Z1ars 160.E $ Zr 160,06 664D Cents Per lump sum 59 1 Rainbird quick coupler QC-40 each cr 0 ne +dOmdred Ana/ frdn Dollars $ 11 $ 1tg00 i cP >Lyv Cents Per each 60 2 Griswoolld^2000 series remote control valve 2" size each 1 cr / ke �v�/vtiG�reE� ETKe� q !"Z 6,,9ollars $ 30%. 00 $ P.60 4�_' Q h 74y Cents Per each C-6 bs PROJECT BID SCHEDULE - B (HMGP) Item Estimated Itern-withunit price Extended No. Quantity written in words Unit Price Amount 61 2 24" box tree per plans and specs each C 52,,e.1 Yo. efyj cmd Ewen )%ACDollars $ 7-9000 $ ( 41 SJA.0 0 Cents Per each 62 Not Used Dollars $ $ Cents Per Total Amount Bid Schedule B in Figures: $ (, -?� L( q . g jp ,�- Total Amount Bid Schedule Bin Words: dim a; /ZZ , �e�eh j/,,,,,,0/, 4w, Anal Jor j A'i� 1-hovsggd Andrgd ejo 'fiGn Total Amount Bid Schedule A and B in Figures: $ 3 0 21 y6 Y - 00 Total Amount Bid Schedule A and B in Words: 1� 60e,' tl,rC(-on 4- 4��,, t rlays,�4 <51:t- toter NOTE: The contract will be awarded to the lowest responsible bidder, based on the total combine additive bid proposals received. Bid additives are for cost accounting purposes only and shall not b considered separately in determining the lowest responsible bidder. Substitutions for cost reductio purposes may be considered for possible material substitutions at the full discretion of th ENGINEER only after the lowest responsible bidder has been determined. C-7 bs 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 Chet ;t7 t;„ k Fe,1 ce �,OCO�,� w'�i�' �GUL� gZ683 39 y3ir '4, -Fe 0 V, zZ Za r4ewv e Drv�R,�.�£,n �A.uvsC�ps �� c t r Z r� 6/ S 3 s7"v r Lt�o 'Ah i �A ,cta,I vr(xr? ,F gl;Sbr 73 AgUI 1 4 Y 4 SQ r &ryJ6JrJi1YOZD SO Y6 By submission of this proposal, the Bidder certifies: 1. That he is able to and will perform the balance of all work which is not covered in the above subCONTRACTORs listing. 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subCONTRACTOR for this project. C-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of Orange !�10 ��•.�a.y- , being first duly swQrn, deposes and says that he or she is V i c� i •ti of Ke r co-A-w ►•ck•e,..Trtr,�c�s,1 "'te 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 k Sb Address of Bidder CW� i- Subscribed and sworn to before me this � day of 72000. NOTARY PUBLI C-a LINDA LEVIN CommJ 1219097 jn NOTARY PUBLIC.CALIFORNIA �+e San Diego County My Comm. Expires May 10, 2003 NOTARY SEAL 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 SLATER CHANNEL IMPROVEMENTS, between STA. 98+81.74 and STA. 164+37.45, (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. Date: CONTRACTOR Title C-5 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? ❑ Yes )No If the answer is yes, explain the circumstances in the space provided. Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code, each CONTRACTOR to whom a public works contract has been awarded shall sign the following certificate. I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. Date: Z� CONTRACTOR low U ; Title C-7 UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded CONTRACTOR prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-422-4133 a minimum of two working days before scheduled excavation. Dig Alert Identification Number: Mesa Cc",bb n•�� �,•� C'r� �r 'rrL-. CONTRACTOR By Title Date: 1% L4-� 4,CD Note: This form is required for every Dig Alert Identification Number issued by U.S.A. during the course of the Work Additional forms may be obtained from the AGENCY upon request. C-8 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: , Av c ��c r T ►'ti Bidder Name Business Address CA , 92-L l City, State Zip A5-%) $-J�-A _-104(o Telephone Number State CONTRACTOR'S License No. and Class W Original Date Issued 1`3kjak Expiration' Date A Vo The work site was inspected by of our office on 3 tr , 2000. The following are persons, firms, and corporations having a principal interest in this proposal: C-9 The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. Company Name Signature of Bidder LJG-V Printed or Typed Signature Subscribed aiad sworn to before me this day of / W?__ , 2000. ------------ NOTARY PUBLIC UrTUM LCY Comm. A 1119097 jn %MV NOTARY IUIIIC-CALIFORNIASan Diego County Comm. Expires May 10, 2003 L 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. Cal; D'P� . o(z Name and Address of Public Agency Name and Telephone No. of Project Manager: T—k16o "'N �e. �-6� Contract Amount 2. Cl� Name o (' CIS l Mo.-1A-e- Co.`s Address of Public Agency Type of Work C -<� e Completed Name and Telephone No. of Project Manager: rA t Kc 5�1�-ec4 �..,� `6 g >i'j b -'S 39 0 1. ) S`b0 a cgzkQ 'F'U e ez C. �� ro` Cy'-O'_ 4 O 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 C-to Date Completed City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER ONE For Slater Channel Improvement Project CC- 1089 March 1, 2000 Notice To All Bidders: Please note the following revision to the Project Plans, Specifications, and Technical Provisions: Per sheet 1A of 38 Construction Note number 55 shall be deleted and replaced with the following: Furnish and install 20" access manhole per City detail, and shall be read accordingly on all applicable sheets. This modification does not change the Engineer's Estimate or the Bid Opening date/time for this project. This is to acknowledge receipt and review of Addendum Number one, dated March 1, 2000. Company Name By Date All bidders must acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Steve Krieger at (714) 536-5259. City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER TWO For Slater Channel Improvement Project CC- 1089 March 7, 2000 Notice To All Bidders: Please note the following revision to the Project Plans, Specifications, and Technical Provisions: Delete CONSTRUCTION NOTES on sheet 24 of 38 and replaced with the following: 4O CONSTRUCT SIDE DRAIN OUTLET STRUCTURE PER PLAN, PROFILE AND DETAILS ON SHEET 23. 12 CONSTRUCT 6' HIGH PVC COATED CHAIN LINK FENCE PER APWA STD. PLAN 600-1. SFURNISH AND INSTALL 20" WSP MANWAY PER CITY OF LONG BEACH STD. WDS-210 MODIFIED TO CITY OF HUNTINGTON BEACH REQUIREMENTS. 56 FURNISH AND INSTALL AIR -VAC PER CITY STD. 611, LOCATION PER DIRECTION OF WATER INSPECTOR. SFURNISH AND INSTALL 4" BLOW -OFF PER CITY STD. 608, LOCATION PER DIRECTION OF WATER INSPECTOR. This modification does not change the Engineer's Estimate or the Bid Opening date/time for this project. This is to acknowledge receipt and review of Addendum Number two, dated March 7, 2000. Company Name By Date All bidders must acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Steve Krieger at (714) 536-5259. City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER THREE For Slater Channel Improvement Project CC- 1089 March 9, 2000 Notice To All Bidders: Please note the following clarifications and revisions to the project specifications: 300-4 UNCLASSIFIED FILL [Delete the second paragraph and replace with the following:]. Full compensation for transporting excavated material or import borrow and placing it as compacted fill shall be considered as being included in the CONTRACT bid price per CUBIC YARD for Compacted Fill (Unclassified Fill) compacted in place; and no adjustment for shrinkage, subsidence or any other allowance will be made therefor. [Delete the ninth paragraph and replace with the following:]. Full compensation for conforming to the requirements of Compacted Fill (Unclassified Fill) shall be considered as included in the CONTRACT unit price bid per CUBIC YARD, and no additional compensation will be allowed therefor. 213-2 GEOTEXTILES 213-2.2 Physical Properties [Delete the third paragraph and replace with the following:]. Geomembrane underliner shall be non -woven type I for application under concrete structures and non- woven type II for application under the riprap channel lining as specified by PFRD Standard Plan 1808. ADENDUM No. 3 CC- 1089 3-9-00 Page 2 of 2 The City is providing the following City of Huntington Beach Standard Plans for additional information: 606 608 612 613 614 Section 02510.1 This modification does not change the Engineer's Estimate or the Bid Opening date/time for this project. This is to acknowledge receipt and review of Addendum Number Three, dated March 9, 2000. Company Name By Date All bidders must acknowledge the receipt of this Addendum xyith your bid proposal. Should you have any questions regarding this Addendum, please call Steve Krieger at (714) 536-5259. City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER FOUR For Slater Channel Improvement Project CC- 1089 March 10, 2000 Notice To All Bidders: Please note the following clarifications and revisions to the project drawings: Transverse joints for the concrete trapezoidal channel shall be spaced not to exceed 40 feet nor be less than 10 feet, measured along the centerline of construction. This modification does not change the Engineer's Estimate or the Bid Opening date/time for this project. This its to acknowledge receipt and review of Addendum Number Four, dated March 10, 2000. Company Name By '—s �—L-.-) c C� Date All bidders must acknowledge the receipt of this Addendum with your bid proposal. + Should you have any questions regarding this Addendum, please call Steve Krieger at (714) 536-5259. THE AMERICAN INSTITUTE OF ARCHITECTS I AIA Document A310 li e i 1 4 KNOW ALL MEN BY THESE PRESENTS, thatwe Mesa Construction Projects, (Here insert full name and address or legal title of Contractor) Inc., 7150 Convoy Court, San Diego, CA 92111 as Principal, hereinafter called the Principal, and American Casualty Company of Reading, (Here insert full name and dress or legal title o Surety) Pennsylvania, 1800 E. Imperial Highway, Brea, CA 92821 a corporation duly organized under the laws of the State of Pennsylvania as Surety, hereinafter called the Surety, are held and firmly bound unto City of Huntington Beach. 2000, Main Street, Huntington Beach, CA Il6v full name and address or legal title of owner) as Obligee, hereinafter called the Obligee, in the sum of Ten Percent of the Amount Bid Dollars ($ 10o/ ), 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 Slater Channel �jn�rov�metit�s (Here insert fu me, a ress an description of project) STA. 98+81.74 TO STA.164+37.45, Huntington Beach, CA NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material fumished in the prosecution thereof, or in the event of the failure of the Principal to enter ' such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty" hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith cortract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to'remain in full force and effect. Signed and sealed this 21st day of March Aft 2000 Mesa Construction Projects, Inc. A / w (Principal) (Seal) 11 David P. Hof an,(TwLe President Pneric�an y cf idea , Pern'1.sylvania r�w 5 ety eat) (Wit s) (Tit James P. S a , II, Attorney -in -Fact CAUTION: You should sign an original AIA doc ment h ch as this caution printed in red. An original assures that changes will not be obscured s may cur when documents are reproduced. AIA DOCUMENT A310 • 810 BOND • AIA m • FEBRUARY 1970 ED •THE AME INSTITUTE Of ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINCTON, D. C. 20006 1 POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT Know All Men By These Presents, That CONTINENTAL CASUALTY COMPANY, an Illinois corporation, NATIONAL FIRE INSURANCE COMPANY OF HARTFORD, a Connecticut corporation, AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA, a Pennsylvania corporation (herein collectively called "the CCC Surety Companies"), are duly organized and existing corporations having their principal offices in the City of Chicago, and State of Illinois, and that they do by virtue of the signature and seals herein affixed hereby make, constitute and appoint Jeffrey W. Cavignac, Robert R. Supple, James P. Schabarum 11, Michael R. Strahan, Individually of San Diego, California their true and lawful Attorney(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on their behalf bonds, undertakings and other obligatory instruments of similar nature - In Unlimited Amounts - and to bind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of their corporations and all the acts of said Attorney, pursuant to the authority hereby given are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By -Laws and Resolutions, printed on the reverse hereof, duly adopted, as indicated, by the Boards of Directors of the corporations. In Witness Whereof, the CCC Surety Companies have caused these presents to be signed by their Group Vice President and their corporate seals to be hereto affixed on this 17th day of January 1 2000 CONTINENTAL CASUALTY COMPANY 2���C1 t�pE t"54�°i�y� NATIONAL FIRE INSURANCE COMPANY OF HARTFORD oopP�++re Q c % g°R°OR4ttn b AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA s JULY 31, >v �J SEAL tz sy �4�� ` 1901 Ao� 1/60 te97 MAP • Marvin J. Cashion Group Vice President State of Illinois, County of Cook, ss On this 17th day of January , 2000 , before me personally came Marvin J. Cashion, to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Chicago, State of Illinois; that he is a Group Vice President of CONTINENTAL CASUALTY COMPANY, NATIONAL FIRE INSURANCE COMPANY OF HARTFORD, and AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA described in and which executed the above instrument', that he knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed pursuant to authority given by the Boards of Directors of said corporations and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporations. 'OFFICIAL SEAL' DIANE FAULKNER • Notary Pubk. locate of Illinois • My Convwsaion Expires 9/17/01 • My Commission Expires September 17, 2001 Diane Faulkner Notary. Public CERTIFICATE I, Mary A. Ribikawskis, Assistant Secretary of CONTINENTAL CASUALTY COMPANY, NATIONAL FIRE INSURANCE COMPANY OF HARTFORD, and AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA do hereby certify that the Power of Attorney herein above set forth is still in force, and further certify that the By -Law and Resolution of the Board of Directors of each corporation printed on the reverse hereof are still in force. In testimony whereof I have hereunto subscribed my name and affixed the seals of the said corporations this 21St day of March 2000 - CONTINENTAL CASUALTY COMPANY GASUq�T \Qt tNSURgtc� �t'4 NATIONAL FIRE INSURANCE COMPANY OF HARTFORD A&' c AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA apr'°owrE 7 a ar�o Z S o >✓� ; Jutr n, � SEAL a� 1e97 Cit NAR • Mary A. Ribikawskis Assistant Secretary (Rev.10/1 /97) CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of CALIFORNIA County of P_Tra ■ae• On March 21, 2000 before me, PENNY E. EDGELT., NOTARY PUBLIC Date Name and Title of Officer (e.g., 'Jane Doe. Notary Public") personally appeared JAMES .P. SCHABARUM, II Name(s) of Signer(s) impersonally known to me ❑ proved to me on the basis of satisfactory evidence to be the person" whose nameW isPAKKsubscribed to the within instrument and acknowledged to me that he/idugfty executed the same in his/hXDWM& authorized capacity", and that by his/bodOMsignatureNf on the instrument the person", or the entity upon behalf of which the person(g) PENNY-E. EDGELL acted, executed the instrument. COMM. #1120807 n U NOTARY PUBLIC-CALIFORNIA to WITNESS my hand and official seal. U �r SAN COUNTY My Commission Expires DECEMBER 26, 2000 ignature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: E I: Individual Corporate Officer Title(s): Partner — ! � Limited ❑ General Attorney -in -Fact Trustee Guardian or Conservator Other: Signer Is Representing RIGHT THUMBPRINT OF SIGNER Top of thumb here Signer's Name: El Individual Corporate Officer Title(s): Partner — ❑ Limited ❑ General Attorney -in -Fact Trustee Guardian or Conservator Other: Signer Is Representing: RIGHT THUMBPRINT OF SIGNER 0 1996 National Notary Association - 8236 Remmet Ave.. P.O. Box 7184 - Canoga Park, CA 91309-7184 Prod. No. 5907 Reorder. Call Toll -Free 1.800.876-6827 ACORD CERTIFICATE OF LIABILITY INSURANCEAR CM SAC-1 DATE(MM/DDNY) 04/18/00 PRODUCER CD1 Cavignac & Associates � I rJp, 1230 Columbia St., Suite 850 �JhuU 400. 0 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY DCONFERS NO RIGHTS HOLDER. TH S CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE San Diego CA 92101-3547 Phone:619-234-6848 Fax:619-234-8601 INSURED INSURERA: Clarendon America Insurance Co INSURERB: Golden Eagle Insurance Corp. Mesa Construction Projects Inc INSURERC: Williamsburg National Ins Co INSURERD: 7150 Convo COurt San Diego &A 92111 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR INSR TYPE OF INSURANCE POLICY NUMBER DATE MM/DD/YY DATE EXPIRATION LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS MADE FX] OCCUR UCLW1000109 04/01/00 04/01/01 EACH OCCURRENCE $ 1,000,000 FIRE DAMAGE (Any one fire) $ 50,000 MED EXP (Any one person) $ 5,000 PERSONAL BADVINJURY $1,000,000 GENERAL AGGREGATE $ 2, 0 0 0, 0 0 0 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PROECT LOC J PRODUCTS - COMP/OP AGG $ 1,000,000 B AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS CCP54881501 04/01/00 04/01/01 COMBINED SINGLE LIMIT (Ea accident) $1,000,000 X BODILY INJURY (Per person) $ X BODILY INJURY (Per accident) $ X PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC AUTO ONLY: AGG $ $ EXCESS LIABILITY OCCUR CLAIMS MADE DEDUCTIBLE RETENTION $ AtPyt"OVED GAIT, FI : ; By:. Depu AS TO FORM:! r 3, City Attorney ; . City Attorney EACH OCCURRENCE $ AGGREGATE $ $ $ $ C WORKERS COMPENSATION AND EMPLOYERS'LIABILITY WC0124864 01/01/00 01/01/01 X I TORY LIMITS ER E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE - EA EMPLOYEE $1,000,000 E.L. DISEASE -POLICY LIMIT $1,000,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS RE: Slater Channel Project, CC-1089. City of Huntington Beach, its agents, officers and employees and the Orange County Sanitation District are named as additional insureds primary per attached form CG2010. *10 days notice of cancellation for non-payment of premium. CERTIFICATE HOLDER I Y I ADDITIONAL INSURED; INSURER LETTER: A CANCELLATION H=I - 1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENBEAV9R-915 MAIL City of Huntington Beach, its 30* DAYS WRITTEN NOTICE TO THE CERTIFICAT HOLDER NAMED TO THE agents, officers & employees 2000 Main Street LEFT, P 0 Box 190 jucla Huntington Beach, CA 92648 James Schabaru4 ACORD 25-S (7/97) v " ACOFYE ,f.X�)RPORATION 1988 COMMERCIAL GENERAL LIABILITY Policy #UCLW 1000109 Mesa Construction Projects, Inc. THIS ENDORSEMENT CHANGES THE POLICY, PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS (FORM B) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART. SCHEDULE Name of Person or Organization: City of Huntington Beach, its agents, officers and employees Orange County Sanitation District 2000 Main Street P O Box 190 Huntington Beach, CA 92648 RE: Slater Channel Project, CC-1089 (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement). WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of 'your work' for that insured by or for you. With respect to the insurance afforded by the Additional Insured Endorsement issued to the person or organization shown in the Schedule above, the following additional provision applies: The insurance afforded by this endorsement is primary insurance and we will not seek contribution from any other insurance available to you unless the other insurance is provided by a "contractor" other than the Named Insured shown in the Declarations for the same operation and job location designated in the Schedule. CG 20 10 11 85 COPYRIGHT INSURANCE SERVICES OFFICE, INC. 1984 THE AMERICAN INSTITUTE OF ARCHITECTS Bond #190608479 I' Premium: $26,075.00 Premium is for contract term and is subject to adjustment based on final contract price. AIA Document A312 Performance Bond Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. CONTRACTOR (Name and Address): Mesa Construction Projects, Inc. 7150 Convoy Court San Diego, CA 92111 OWNER (Name and Address): r'tYY of Huntington Beach �6OU Main Street Huntington Beach, CA 92648 CONSTRUCTION CONTRACT Date: Amount: $3,126,497.40 Description (Name and Location): SURETY (Name and Principal Place of Business): American Casualty Company of Reading Pennsylvania 1800 E. Imperial Hwy. Brea, CA 92821 Slater Channel Project, Huntington Beach, CA BOND Date (Not earlier than Construction Contract Date) Amount: $3,126,497.40 Modifications to this Bond: April 19, 2000 gR None ❑ See Page 3 .CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: kf or orate Seal)Mesa Construction Projects Inc. American Casua ty o R ading Pennsylvania Signature: Signature: Name and Title: David P. Hoffman, Vice President Name and Titl : 16m P. S ba , II, Att e - -Fact (Any additional signatures appear on page 3) (FOR INFORMATION ONLY — Name, Address and Telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE (Architect, Engineer or Cavignac & Associates other party): 1230 Columbia Street, Suite 850 San Diego, CA 92101-3571 AIA DOCUMENT A317 . PERFORMANCE BONO AND PAYMENT BONG • DECEMBER 1984 ED. - AIAM THE AMERICAN INSTITUTE Or ARCHITECTS. 1735 NEW YORK AVE.. N.W., WASHINGTON, D.C. 20006 A312-1984 1 FOURTH PRINTING • SEPTFMBER 1987 AAS-7 i 500 I The Contractor and the Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to the Owner for the performance of the Construction Contract, which is incorporated herein by reference. 2 If the Contractor performs the Construction Contract, the Surety and the Contractor shall have no obligation under this Bond, except to participate in conferences as provided in Subparagraph 3.1. 3 If there is no Owner Default, the Surety's obligation under this [fond shall arise after: 3.1 1he Owner has notified the Contractor and the Surety at its .address described in Paragraph 10 below that the Owner is considering declaring a Contractor Default and has requested and attempted to arrange a conference with (fie Contractor and the Surety to be held not later than fifteen days after receipt of such notice to discuss methods of performing the Construction Contract. If the Owner, the Contractor and the Surety agree, the Contractor shall be allowed a reasonable time to perform the Construction Contract, but such an agreement shall not waive the Owner's right, if any subsequently to declare a Contractor Default; and 3.2 The Owner has declared a Contractor Default and formally terminated the Contractor's right to complete the contract. Such Contractor Default shall not be declared earlier than twenty days after the Contractor and the Surety have received notice as provided in Subparagraph 3.1; and 3.3 The Owner has agreed to pay the Balance of the Contract Price to the Surety in accordance with the terms of the Construction Contract or to a contractor selected to perform the Construction Contract in accordance with the terms of the contract with the Owner. 4 When the Owner has satisfied the conditions of Paragraph 3, the Surety shall promptly and at the Surety's expense take one of the following actions: 4.1 Arrange for the Contractor, with consent of the Owner, to perform and complete the Construction Contract; or 4.2 Undertake to perform and complete the Con- struction Contract itself, through its agents or through independent contractors; or 4.3 Obtain bids or negotiated proposals from qualified contractors acceptable to the Owner for a contract for performance and completion of the Construction Contract, arrange for a contract to be prepared for execution by the Owner and the contractor selected with the Owner's concurrence, to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Construction Contract, and pay to the Owner the amount of damages as described in Paragraph 6 in excess of the Balance of the Contract Price incurred by the Owner resulting from the Contractor's default; or 4.4 Waive its right to perform and complete, arrange for completion, or obtain a new contractor and with reasonable promptness under the circumstances: .1 After investigation, determine the amount for which it may be liable to the Owner and as soon as practicable after the amount is determined tender payment therefor to the Owner; or .2 Deny liability in whole or in part and notify. the Owner citing reasons therefor. S if the Surety does not proceed as provided in Paragraph 4 with reasonable promptness, the Surety shall be deemed to be in default on. this bond fifteen days after receipt of an additional written notice from the Owner to the Surety demanding that the Surety perform its obligations undr this Bond, and (lie Owner shall be entitled to enforce any remedy available to the Owner. if (lie Surety proceeds as provided in Subparagraph 4.4 and the Owner refuses the paylnetat tendered or the Surety has denied liability, in whole or in part, without further notice the Owner shall be entitled to enforce any remedy available to the owner. 6 After the owner has terminated the Contractor's right to complete the Construction Contract, and if the Surety elects to act under Subparagraph 4.1, 4.2 or 4.3 above, then the responsibilities of the Surety to the Owner shall not be greater than those of the Contractor under the Construction Contract, and the responsibilities of the Owner to the Surety shall not be greater than those of the Owner under the Construction Contract. To the limit of the amount of this Bond, but subject to commitment by the Owner of the Balance of the Contract Price to mitigation of costs and damages on the Construction Contract, the Surety is obligated without duplication for: 6.1 The resPonsibilitiesof the Contractor for correc- tion of detective work and completion of the Construction Contract; 6.2 Additional legal design professional and delay costs resulting from the Contractor's Default, and resulting from the actions or failure to act of the Surety under Paragraph 4; and 6.3 Liquidated damages, or if no liquidated damages are specified in the Construction Contract, actual damages caused by delayed performance or non- performance of the Contractor. 7 The Surety shall not be liable to the Owner or others for obligations of the Contractor that are unrelated to the Construction Contract, and the Balance of the Contract Price shall not be reduced or set off on account of any such unrelated obligations. No right of action shall accrue on this Bond to any person or entity other than the Owner or its heirs, executors, administrators or successors. 8 The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts, purchase orders and other obligations 9 Any proceeding, legal or equitable, under this Bond may be instituted In any court of competent jurisdiction in the location in which the work or part of the work is located and shall be instituted within two years after Contractor Default or within two years after the Contractor ceased working or within two years after the Surety refuses or fails to perform its obligations under this Bond, whichever occurs first. If the provisions of this Paragraph are void or prohibited by law, the minimum period of limitation avail- AIA DOCUMENT A312 • PERFORMANCE BONO AND PAYMENT BONO . DECEMBER 1984 ED.. AIA* THE AMERICAN INSTITUTE OF ARCHITECTS. 1735 NEW YORK AVE- N.W WASHINGTON. O.C.:0006 A3 12-19b4 FOURTH PRINTING • SEPTEMBER 1967 ma-73 Soo 4-65 able to sureties as a defense in the jurisdictionof the suite shall be applicable. 10 Notice to the Surety, the Owner or the Contractor shall be mailed or delivered to the address shown on the signature page. 11 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conform- ing to such statutory or other legal requirement shall be deemed incorporated herein. The intent is that this Bond shall be construed as a statutory bond and not as a common law bond. 12 DEFINITIONS 12.1 Balance of the Contract Price: The total amount payable by the Owner to the Contractor under the Construction Contract after all proper adjustments have MODIFICATIONS TO THIS BOND ARE AS FOLLOWS: been made, including allowance to the Contractor of any amounts received or to be received by the Owner in settlement of insurance or other claims for damages to which the Contractor is entitled, reduced by all valid and proper payments made to or on behalf of the Contractor under the Construction Contract. 12.2 Construction Contract: The agreement between the Owner and the Contractor identified on the signature page, including all Contract Documents and changes thereto. 123 Contractor Default: Failure of the Contractor, which has neither been remedied nor waived, to perform or otherwise to comply with the terms of the Construction Contract. 12.4 Owner Default: Failure of the Owner, which has neither been remedied nor waived, to pay the Contractor as required by the Construction Contract or to perform and complete or comply with the other terms thereof. c (Space is provided below for additional signatures of added parties, other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: (Corporate Seal) Signature: Name and Title: Address: Signature: Name and Title: Address: AIA DOCUMENT A312 • PERFORMANCE BOND AND PAYMENT BOND . DECEMBER 1984 ED. • AIAO THE AMERICAN INSTITUTE OF ARCHITECTS, 173S NEW YORK AVE_ N.W. WASHINGTON, D.C. 20006 A312-1984 3 FOURTH PRINTING • SEPTEMBER 1987 NIS-74 500 POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT Know All Men By These Presents, That CONTINENTAL CASUALTY COMPANY, an Illinois corporation, NATIONAL FIRE INSURANCE COMPANY OF HARTFORD, a Connecticut corporation, AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA, a Pennsylvania corporation (herein collectively called'the CCC Surety Companies"), are duly organized and existing corporations having their principal offices in the City of Chicago, and State of Illinois, and that they do by virtue of the signature and seals herein affixed hereby make, constitute and appoint Jeffrey W. Cavignac, Robert R. Supple, James P. Schabarum II, Michael R. Strahan, Individually of San Diego, California their true and lawful Attorney(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on their behalf bonds, undertakings and other obligatory instruments of similar nature - In Unlimited Amounts - and to bind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of their corporations and all the acts of said Attorney, pursuant to the authority hereby given are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By -Laws and Resolutions, printed on the reverse hereof, duly adopted, as indicated, by the Boards of Directors of the corporations. In Witness Whereof, the CCC Surety Companies have caused these presents to be signed by their Group Vice President and their corporate seals to be hereto affixed on this 17th day of January 2000 CONTINENTAL CASUALTY COMPANY �wsueNCA NATIONAL FIRE INSURANCE COMPANY OF HARTFORD CooPORAre p� It•, ` ca ffoq to AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA �J SEAL 'c' ��j, t 1902 a lea? MAN • Marvin J. Cashion Group Vice President State of Illinois, County of Cook, ss On this 17th day of January , 2000 , before me personally came Marvin J. Cashion, to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Chicago, State of Illinois; that he is a Group Vice President of CONTINENTAL CASUALTY COMPANY, NATIONAL FIRE INSURANCE COMPANY OF HARTFORD, and AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA described in and which executed the above instrument; that he knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed pursuant to authority given by the Boards of Directors of said corporations and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporations. 'OFFICIAL SEAL" • • DIANE FAULKNER o Notary Pubk. Mats of Inlnols • My Conwn(asfon Expiry 9/17/01 My Commission Expires September 17, 2001 Diane Faulkner Notary Public CERTIFICATE I, Mary A. Ribikawskis, Assistant Secretary of CONTINENTAL CASUALTY COMPANY, NATIONAL FIRE INSURANCE COMPANY OF HARTFORD, and AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA do hereby certify that the Power of Attorney herein above set forth is still in force, and further certify that the By -Law and Resolution of the Board of Directors of each corporation printed on the reverse hereof are still in force. In testimony whereof I have hereunto subscribed my name and affixed the seals of the said corporations this 19th day of April 2000 CONTINENTAL CASUALTY COMPANY G�r �\pE �NSURq�paMroe� NATIONAL FIRE INSURANCE COMPANY OF HARTFORD GORPOM E 4T� AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA r S �oaroa to z irs # JULr n. ..0 pcd� SEAL t s < i9oz Mary A. Ribikawskis Assistant Secretary (Rev.10/1 /97) CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of CALIFORNIA. County of On April 19, 2000 before me, PENNY E- EDGELL, NOTARY PUBLIC Date Name and Title of Officer (e.g., "Jane Doe, Notary Public) personally appeared JAMES P. SCHABARUM, II Name(s) of Signer(s) ' M(personally known to me ❑ proved to me on the basis of satisfactory evidence to be the person" whose namen is/MO(subscribed to the within instrument and acknowledged to me that he/jr executed the same in his/bgZdMtK authorized capacity0M, and that by his/bsignature eM on the instrument the person, or the entity upon behalf of which the person(g) acted, executed the instrument. PENNY-E. EDGELL COMM. #1120807 WITNESS my hand and official seal. +- n y �NOTARY PUBLIC-CALIFORNIA vt U SAN DIEGO COUNN 0 NI Commission Expires DECEMBER 26, 2000 ignature of Notary Publi OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: e Individual Corporate Officer Title(s): Partner-0 Limited + i General Attorney -in -Fact Trustee Guardian or Conservator Other: Signer Is Representing RIGHT THUMBPRINT OF SIGNER Signer's Name: A 9 Number of Pages: Individual Corporate Officer Title(s): Partner — ❑ Limited ❑ General Attorney -in -Fact Trustee Guardian or Conservator Other: Signer Is Representing RIGHT THUMBPRINT OF SIGNER .. of thumb here 0 1996 National Notary Association - 8236 Remmet Ave., P.O. Box 7184 - Canoga Park, CA 91309-7184 Prod. No. 5907 Reorder.. Call Toll -Free 1-800-876-6827 THE AMERICAN INSTITUTE OF ARCHITECTS Bond•.#190608479 Premium included in Performance Bond AIA Document A312 Payment Bond Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. CONTRACTOR (Name and Address) - Mesa Construction Projects, 7150 Convoy Court San Diego, CA 92111 OWNER (Name and Address): City of Huntington Beach 2000 Main Street Huntington Beach, CA 92648 SURETY (Name and Principal Place of Business): Inc. American Casualty Company of Reading, Pennsylvania 1800 E. Imperial Hwy. Brea, CA 92821 t r v,::. : 4 4. d. L. orne7 CONSTRUCTION CONTRACT y/, Date: J✓ Amount: $3,126,497.40 Description (Name and Location): Slater Channel Project, Huntington Beach, CA BOND Date (Not earlier than Construction Contract Date): April 19, 2000 Amount: $3,126,497.40 Modifications to this Bond: XZC None CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: Ka.sa Construction Pro' Inc. American Ca �. Pennsylvan Signature: Signature: Name and Title: David P. offman, Vice President Name and T7 (Any additional signatures appear on page 6) ❑ See Page 6 (Corporate Seal) Ruing, in -Fact (FOR INFORMATION ONLY — Name, Address and Telephone) V AGENT or BROKER: OWNER'S REPRESENTATIVE (Architect, Engineer or Cavignac & Associates other parry): 1230 Columbia Street, Suite 850 San Diego, CA 92101-3571 AIA DOCUMENT A312 • PERFORMANCE BONO ANO PAYMENT BONO . Off-- ABER 19" M. • AIA9 THE AMERICAN INSTITUTE OF ARCHITECTS. IMS NEW YORK AVE.. N.W., WASHINGTON. D.C. - 6 A312-1984 4 FOURTH PRIMING • SETTEMBER 1557 ue_-e ern 1 The Contractor and the Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to the Owner to pay for labor, materials and equipment furnished for use in the performance of the Construction Contract, which is incorporated herein by reference. 2 With respect to the Owner, this obligation shall be null and void if the Contractor: 2.1 Promptly makes payment, directly or indirectly, for all sums due Claimants, and 2.2 Defends, indemnifies and holds harmless the Owner from claims, demands, liens or suits by any person or entity whose claim, demand, lien or suit is for the payment for labor, materials or equipment furnished for use in the performance of the Construc- tion Contract, provided the Owner has promptly notified the Contractor and the Surety (at the address described in Paragraph 12) of any claims, demands, liens or suits and tendered defense of such claims demands, liens or suits to the Contractor and the Surety, and provided there is no Owner Default. 3 With respect to Claimants, this obligation shall be null and void if the Contractor promptly makes payment, directly or indirectly, for all sums due. 4 The Surety shall have no obligation to Claimants under this Bond until: 4.1 Claimants who are employed by or have a direct contract with the Contractor have given notice to the Surety (at the address described in Paragraph 12) and sent a copy, or notice thereof, to the Owner, stating that a claim is being made under this Bond and with substantial accuracy, the amount of the claim. 4.2 Claimants who do not have a direct contract with the Contractor: ' .1 Have furnished written notice to the Con= tractor and sent a copy, or notice thereof, to the Owner, within 90 days after having last performed labor or last furnished materials or equipment included in the claim stating, with substantial accuracy, the amount of the claim and the name of the party to whom the materials were furnished or supplied or for whom the labor was done or performed; and .2 Have either received a rejection in whole or in part from the Contractor, or not received within 30 days of furnishing the above notice any communication from the Contractor by which the Contractor has indicated the claim will be paid directly or indirectly; and 3 Not having been paid within the above 30 days, have sent a written notice to the Surety (at the address described in Paragraph 12) and sent a copy, or notice thereof, to the Owner, stating that a claim is being made under this Bond and enclosing a copy of the previous written notice furnished to the Contractor. 5 If a notice required by Paragraph 4 is given by the Owner to the Contractor or to the Surety, that is sufficient compliance. 6 When the Claimant has satisfied the conditions of Paragraph 4, the Surety shall promptly and at the Surety's expense take the following actions: 6.1 Send an answer to the Claimant, with a copy to the Owner, within 45 days after receipt of the claim, stating the amounts that are undisputed and the basis for challenging any amounts that are disputed. -6.2 Pay or arrange for payment of any undisputed amounts. 7 The Surety's total obligation shall not exceed the amount of this Bond, and the amount of this Bond shall be credited for any payments made in good faith by the Surety. 8 Amounts owed by the Owner to the Contractor under the Construction Contract shall be used for the performance of the Construction Contract and to satisfy claims if any, under any Construction Performance Bond. By the Contractor furnishing and the Owner accepting this Bond, they agree that all funds earned by the Contractor in the performance of the Construction contract are dedicated to satisfy obligations of the Contractor and the Surety under this Bond, subject to the Owner's priority to use the funds for the completion of the work. 9 The Surety shall not be liable to the Owner, Claimants or others for obligations of the Contractor that are unrelated to the Construction Contract. The Owner shall not be liable for payment of any costs or expenses of any Claimant under this Bond, and shall have under this Bond no obligations to make payments to, give notices on behalf of, or otherwise have obligations to Claimants under this Bond. 10 The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts, purchase orders and other obligations. 11 No suit or action shall be commenced by a Claimant under this Bond other than in a court of competent jurisdiction in the location in which the work or part of the work is located or after the expiration of one year from the date(1) on which the Claimant gave the notice required by subparagraph 4.1 or Clause 4.2.3, or (2) on which the last labor or service was performed by anyone or the last materials or equipment were furnished by anyone under the Construction Contract, whichever of (1) or (2) first occurs. If the provisions of this Paragraph are void or prohibited by law, the minimum period of limitation available to sureties asa defense in thejuris- diction of the suit shall be applicable. 12 Notice to the Surety, the Owner or the Contractor shall be mailed or delivered to the address shown on the signature page. Actual receipt of notice by Surety, the owner of the Contractor, however accomplished, shall be sufficient compliance as of the date received at the address shown on the signature page. 13 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incor- porated herein. The intent is that this AIA 0OC1iMENT A312 • PERFORMANCE BOND AND PAYMENT 80NO • DECEMBER 1984 ED. • AIAS THE AMERICAN INSTITUTE OF ARCHITECTS. 1735 NEW YORK AVE- N.W., WASHINGTON. D.C. 20006 A312-1984 5 FOURTH PRINTING . SEPTE.MBER 1987 MEI-76 500 5-68 Bond shall be construed as a statutory bond and not as a common law bond. 14 Upon request by any person or entity appearing to be a potential beneficiary of this Bond, the Contractor shall promptly furnish a copy of this Bond or shall permit a copy to be made. 15 DEFINITIONS 15.1 Claimant: An individual or entity have a direct contract with the Contractor or with a subcontractor of the Contractor .to furnish labor, materials or equipment for use in the performance of the Contract. The intent of this Bond shall be to include without limitation in the terms "labor, materials or equipment" that part of water, gas, power, light, heat, oil, gasoline, telephone service or rental equipment used in the MODIFICATIONS TO THIS BOND ARE AS FOLLOWS: Construction Contract, architectural and engineering services required for performance of the work of the Contractor and the Contractor's subcontractors, and all other items for which a mechanic's lien may be asserted in the jurisdiction where the labor, materials or equipment were furnished. 15.2 Construction Contract: The agreement between the Owner and the Contractor identified on the signature page, including all Contract Documents and changes thereto. 15.3 Contractor Default: Failure of the Owner, which has neither been remedied nor waived, to pay the Contractor as required by the Construction Contract or to perform and complete or comply with the other terms thereof. (Space is provided below for additional signatures of added parties, other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: (Corporate Seal) Signature: Name and Title: Address: Signature: _ Name and Title: Address: AIA DOCUMENT A312 • PERFORMANCE BOND AND PAYMENT BOND • DECEMBER 1994 ED. • AIA* THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVER N.W., WASHINCTON. D.C. 20006 A312-1984 6 FOURTH PRINTINC • SEPTEMBER 1987 MS-77 500 POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT Know All Men By These Presents, That CONTINENTAL CASUALTY COMPANY, an Illinois corporation, NATIONAL FIRE INSURANCE COMPANY OF HARTFORD, a Connecticut corporation, AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA, a Pennsylvania corporation (herein collectively called "the CCC Surety Companies"), are duly organized and existing corporations having their principal offices in the City of Chicago, and State of Illinois, and that they do by virtue of the signature and seals herein affixed hereby make, constitute and appoint Jeffrey W. Cavignac, Robert R. Supple, James P. Schabarum II, Michael R. Strahan, Individually of San Diego, California their true and lawful Attorney(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on their behalf bonds, undertakings and other obligatory instruments of similar nature - In Unlimited Amounts - and to bind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of their corporations and all the acts of said Attorney, pursuant to the authority hereby given are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By -Laws and Resolutions, printed on the reverse hereof, duly adopted, as indicated, by the Boards of Directors of the corporations. In Witness Whereof, the CCC Surety Companies have caused these presents to be signed by their Group Vice President and their corporate seals to be hereto affixed on this 17th day of January 2000 G/Suq�T %%SUgq oe CONTINENTAL CASUALTY COMPANY Np� ku 9 NATIONAL FIRE INSURANCE COMPANY OF HARTFORD ocAPORArF AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA � o • a S nnr n. v SEAL 13a �� V �r a 1897 Aft • Marvin J. Cashion Group Vice President State of Illinois, County of Cook, ss: On this 17th day of January 2000 , before me personally came Marvin J. Cashion, to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Chicago, State of Illinois; that he is a Group Vice President of CONTINENTAL CASUALTY COMPANY, NATIONAL FIRE INSURANCE COMPANY OF HARTFORD, and AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA described in and which executed the above instrument; that he knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed pursuant to authority given by the Boards of Directors of said corporations and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporations. • "OFFICIAL SEAL DIANE FAULKNER • Notary Public, gut• of Illinois • MY Cotrinissioe E,lr m 9/17/011 My Commission Expires September 17, 2001 Diane Faulkner Notary Public CERTIFICATE I, Mary A. Ribikawskis, Assistant Secretary of CONTINENTAL CASUALTY COMPANY, NATIONAL FIRE INSURANCE COMPANY OF HARTFORD, and AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA do hereby certify that the Power of Attorney herein above set forth is still in force, and further certify that the By -Law and Resolution of the Board of Directors of each corporation printed on the reverse hereof are still in force. In testimony whereof I have hereunto subscribed my name and affixed the seals of the said corporations this 19tb day of April 12000 c�su�r %ASugq CONTINENTAL CASUALTY COMPANY ��yvo�OMTO� NATIONAL FIRE INSURANCE COMPANY OF HARTFORD re .et AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA o°aP°nn� �r � o? °Rf0°aT� b Z * g lUlr 11, OV S(_4 a_ C& - EAL �r 1697 HAN • Mary A. Ribikawskis Assistant Secretary (Rev.10/1/97) CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of CALIFORNIA County of SAN DIEGO On April 19, 2000 before me, PENNY E. EDGELL, NOTARY PUBLIC , Date Name and Title of Officer (e.g.. 'Jane Doe, Notary Public's personally appeared JAMES P. SCHAABARUM, II Names) of Signer(s) impersonally known to me ❑ proved to me on the basis of satisfactory evidence to be the personN whose namen is/Subscribed to the within instrument and acknowledged to me that he/y executed the same in his/{ authorized capacityi, and that by his/bad=signaturej 4 on the instrument the • PENNY-E. EDGELLI person", or the entity upon behalf of which the person(K) COMM. #1120807 n V NOTARY PUBLIC -CAUFORNIA U) acted, executed the instrument. V �' SAN DIEGO COUNT MY Commission Expires DECEMBER 26, 2000 WITN ",and d official seal. ignature of Notary Pub(' OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: G Individual Corporate Officer Title(s): Partner — ❑ Limited ❑ General Attorney -in -Fact Trustee Guardian or Conservator Other: Signer Is Representing: RIGHT THUMBPRINT OF SIGNER Signer's Name: 0 ❑ El El Number of Pages: Individual Corporate Officer Title(s): Partner — ❑ Limited ❑ General Attorney -in -Fact Trustee Guardian or Conservator Other: Signer Is Representing: RIGHT THUMBPRINT OF SIGNER 0 1996 National Notary Association • 8236 Remmet Ave., P.O. Box 7184 • Canoga Park, CA 91309-7184 Prod. No. 5907 Reorder. Call Toll -Free 1-800-876-6827 C/I�A SURETY Bond #190608479 MAINTENANCE BOND KNOW ALL PERSONS BY THESE PRESENTS, That we Mesa _Construction Projects, .Inc, of.San-.Diego,... Qa,1jf orni a hereinafter referred to as the Principal, and Ameri,can..Casua I ty -Compauy--of. - Readi-ng, .. Pennsytivania .... ...... - as Surety, are held and firmly bound unto City 1Lvntiagton..,Be&r-b. ... ........ of _Huntington Beaqh CaLjfoz:r).j(L_._... hereinafter referred to as the Obligee, in the sum of Three Million One Hundred TwnrLty_Six Thousand Four Hu.ndred..kL:LrLqty 5.gyg1L1)ollarq--4-Q/10O Dollars 126,497.40 ), for the payment of which we bind ourselves, our legal representatives, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the said Principal entered Into a contact with the City of Huntington Beach dated for —Slater Channel Protect WHEREAS, said contract provides that the Principal will furnish a bond conditioned to guarantee for the period of Qqp-Year . ( yearN) after approval of the final estimate on said job, by the owner, against all defects in workmanship and materials which may become apparent during said period, and WHEREAS, the said contract has been completed, and was approved on NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH that, if the Principal shall indemnity the Obligee for all loss that the Obligee may sustain by reason of any defective materials or workmanship which become apparent during the period of One Year year(s) from and after Qomplet iox1Z then this obligation shall be void, otherwise to remain in full force and effect Approval Date SIGNED, SEALED AND DATED this day of ._aril ._. 200Q ........... A8 TO Fon'241 L C 11cy Attorney -:A-L -riu .r,y:: ))a'uuty Atto-ciney SUR-23210-C Mesa Construction Projects, Inc. 1D<y: (Sea[) David P. Hoffman, ice President American Caajtly Cpmpany of)Reading, Pennsylvania Its (Seal) Attorney -in -fact [James W Sc4b4�uk, IT,_/,--- TOTAL P.02 POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT Know All Men By These Presents, That CONTINENTAL CASUALTY COMPANY, an Illinois corporation, NATIONAL FIRE INSURANCE COMPANY OF HARTFORD, a Connecticut corporation, AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA, a Pennsylvania corporation (herein collectively called "the CCC Surety Companies"), are duly organized and existing corporations having their principal offices in the City of Chicago, and State of Illinois, and that they do by virtue of the signature and seals herein affixed hereby make, constitute and appoint Jeffrey W. Cavignac, Robert R. Supple, James P. Schabarum II, Michael R. Strahan, Individually of San Diego, California their true and lawful Attorney(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on their behalf bonds, undertakings and other obligatory instruments of similar nature - In Unlimited Amounts - and to bind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of their corporations and all the acts of said Attorney, pursuant to the authority hereby given are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By -Laws and Resolutions, printed on the reverse hereof, duly adopted, as indicated, by the Boards of Directors of the corporations. In Witness Whereof, the CCC Surety Companies have caused these presents to be signed by their Group Vice President and their corporate seals to be hereto affixed on this 17th day of January 2000 CAS CONTINENTAL CASUALTY COMPANY Cl �`PE tMSURq�I- tea` aMro��„ NATIONAL FIRE INSURANCE COMPANY OF HARTFORD oc)OoORArE a"OR4T ` AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA c � a .� to a ♦ a JULY 71. tJ SEAL C f= 1902� /y 1897 ON- HAR • (/i/�` Marvin J. Cashion Group Vice President State of Illinois, County of Cook, ss On this 17th day of January , 2000 , before me personally came Marvin J. Cashion, to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Chicago, State of Illinois; that he is a Group Vice President of CONTINENTAL CASUALTY COMPANY, NATIONAL FIRE INSURANCE COMPANY OF HARTFORD, and AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA described in and which executed the above instrument; that he knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed pursuant to authority given by the Boards of Directors of said corporations and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporations. 'OFFICIAL SEAL 0 • DIANE FAULKNER� Notary puAlk, Mate of Illinois VC • My 6omngs6oe I xom 9117101 � My Commission Expires September 17, 2001 Diane Faulkner Notary Public CERTIFICATE I, Mary A. Ribikawskis, Assistant Secretary of CONTINENTAL CASUALTY COMPANY, NATIONAL FIRE INSURANCE COMPANY OF HARTFORD, and AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA do hereby certify that the Power of Attorney herein above set forth is still in force, and further certify that the By -Law and Resolution of the Board of Directors of each corporation printed on the reverse hereof are still in force. In testimony whereof I have hereunto subscribed my name and affixed the seals of the said corporations this 19th day of April 2000 . CONTINENTAL CASUALTY COMPANY G t(? �\eE *SUR4, tea` paMroe� NATIONAL FIRE INSURANCE COMPANY OF HARTFORD Wi1°°"�re rmvoaat�O's AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA ZO $ ag JULY 31. J SEAL `C 1902 1897 � NAP�� • Mary A. Ribikawskis Assistant Secretary (Rev.10/1 /97) CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of M-IFORNIA County of SAN DIEM On April 19, 2000 before me, PENNY E. EDGELL, NOTARY PUBLIC Date Name and Title of Officer (e.g., 'Jane Doe, Notary Public") personally appeared JAMES P. SCHABARUM, II Name(s) of Signer(s) ' ;personally known to me ❑ proved to me on the basis of satisfactory evidence to be the person" whose namen is/XWzubscribed to the within instrument and acknowledged to me that he/ executed the same in his/ftft& authorized capacity0M, and that by his/Isignaturej'`s on the instrument the person", or the entity upon behalf of which the person(g) 50 PENNY E. EDGELL acted, executed the instrument. COMM. #1120807 o NOTARY PUBLIC-CALIFORNIA N SAN DIEGO COUNTY 0 M WITNESS m hand and official seal. D Commission Expires CEMBER 26.2000 Signature V tary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: B Individual Corporate Officer Title(s): Partner — ❑ Limited ❑ General Attorney -in -Fact Trustee Guardian or Conservator Other: Signer Is Representing: RIGHT THUMBPRINT OF SIGNER Signer's Name: ISMS Individual Corporate Officer Title(s): Partner — ❑ Limited ❑ General Attorney -in -Fact Trustee Guardian or Conservator Other: Signer Is Representing: RIGHT THUMBPRINT OF SIGNER of thumb here 0 1996 National Notary Association - 8236 Remmet Ave., P.O. Box 7184 - Canoga Park, CA 91309-7184 Prod. No. 5907 Reorder: Call Toll -Free 1.800-876-6827 -CORD CERTIFICATE OF LIABILITY I N S U RA N C EAR CM DATE (MM/DD/YY) SAC-1 04/18/00 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Cavignac & Associates HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 1230 Columbia St., Suite 850 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. San Diego CA 92101-3547 INSURERS AFFORDING COVERAGE Phone:619-234-6848 Fax:619-234-8601 INSURED INSURER A: Clarendon America Insurance Co INSURERS: Golden Eagle Insurance Co Mesa Construction Projects Inc INSURERC: Williamsburg National Ins Cc 7150 Convoy Court INSURERD: San Diego CA 92111 i INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR INSR TYPE OF INSURANCE POLICY NUMBER DATE MM/Do RATION D TE MM%D/YY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1, 0 0 0, 0 0 0 FIRE DAMAGE (Any one fire) $ 50,000 A X COMMERCIAL GENERAL LIABILITY UCLW1000109 04/01/00 04/01/01 CLAIMS MADE F_X] OCCUR MED EXP (Any one person) $ 51000 PERSONAL & ADV INJURY $ 1, 0 0 0, 0 0 0 GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER; PRODUCTS - COMP/OP AGG $ 1, 0 0 0 , 0 0 0 - JECT LOC POLICY PROEl B AUTOMOBILE LIABILITY ANY AUTO CCP54881501 04/01/00 04/01/01 COMBINED SINGLE LIMIT (EaMdent) $1, 0 0 0, 0 0 0 X BODILY INJURY (Per person) $ ALL OWNED AUTOS SCHEDULED AUTOS X BODILY INJURY (Per accident) $ HIRED AUTOS NON -OWNED AUTOS X PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC AUTO ONLY: AGG $ ANY AUTO $ EXCESS LIABILITY EACH OCCURRENCE $ OCCUR CLAIMSMADE t r '' �- .. _ �`. AGGREGATE $ $ DEDUCTIBLE _r $ RETENTION $ C WORKERS COMPENSATION AND EMPLOYERS'LIABILITY WC0124864 01/01/00 01/01/01 X I TORY LIMBS ER E.L. EACH ACCIDENT $ 1, 000, 000 E.L. DISEASE - EA EMPLOYEE $ 1, 000, 000 E.L. DISEASE -POLICY LIMIT $1,000,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLESIEXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS RE: Slater Channel Project, CC-1089. City of Huntington Beach, its agents, officers and employees and the Orange County Sanitation District are named as additional insureds primary per attached form CG2010. *10 days notice of cancellation for non-payment of premium. CERTIFICATE HOLDER y I ADDITIONAL INSURED; INSURER LETTER: A CANCELLATION HIUNTI -1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL eN9E*deR TMAIL City of Huntington Beach, its 3 0 * DAYS WRITTEN NOTICE TO THECERTIFICA HOLDER NAMED TO THE agents, officers & employees 2000 Main Street LEFT, P 0 Box 190 Huntington Beach, CA 92648 James Schabar II A AGOKU Zt> 5 (1/97) \ / v - ACORUSTJRPOKATION 1 COMMERCIAL GENERAL LIABILITY Policy #UCLW 1000109 Mesa Construction Projects, Inc. THIS ENDORSEMENT CHANGES THE POLICY, PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS (FORM B) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART. SCHEDULE Name of Person or Organization: City of Huntington Beach, its agents, officers and employees Orange County Sanitation District 2000 Main Street P O Box 190 Huntington Beach, CA 92648 RE: Slater Channel Project, CC-1089 (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement). WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of 'your work' for that insured by or for you. With respect to the insurance afforded by the Additional Insured Endorsement issued to the person or organization shown in the Schedule above, the following additional provision applies: The insurance afforded by this endorsement is primary insurance and we will not seek contribution from any other insurance available to you unless the other insurance is provided by a "contractor" other than the Named Insured shown in the Declarations for the same operation and job location designated in the Schedule. CO 20 10 1185 COPYRIGHT INSURANCE SERVICES OFFICE, INC. 1984 CITY OF HUNTINGTON BEAC MEETING DATE: April 3, 2000 DEPARTME UMBER: PW 00-021 Council/Agency Meeting Held: 4-3 -- co Deferred/Continued to: Approved ❑ Ponditionally Approved ❑ Denie t I rk's Signature Council Meeting Date: April 3, 2000 Department ID Number: PW 00-027 CITY OF HUNTINGTON BEACH REQUEST FOR ACTION SUBMITTED TO: HONORABLE MAYOR AND CITY COUNCIL MEMBERS SUBMITTED BY: RAY SILVER, City Administrator Wig I T; IV PREPARED BY: ROBERT F. BEARDSLEY, Director of Public Works �J SUBJECT: ACCEPT BID FOR THE SLATER CHANNEL IMPROVEMENTS PROJECT CC-1089 Statement of Issue, Funding Source, Recommended Action, Alternative Action(s), Analysis, Environmental Status}Aftactkent(s) Statement of Issue : On February 7, 2000, City Council authorized the call for bids for the Slater Channel Improvements; CC-1089. On March 21, 2000, the bids were opened. The Public Works Department requests that the contract be awarded to Mesa Construction Projects, Inc. as the lowest responsive, responsible bidder. The Contractor will concrete line approximately 4,800 lineal feet of channel. Funding Source : Sufficient funds for the Slater Channel Project are available through a FEMA grant in the amount of $2.4 million. Drainage funds up to $1.2 million are available for the 25% required match ($600,000) and to cover an additional $620,000 in estimated total project costs. Recommended Action : Motion to: 1. Accept the bid submitted by Mesa Construction Projects, Inc, 7150 Convoy Court, San Diego, CA 92111; and, 1pfw pPV4 PN 2. Authorize the Mayor and City Clerk to execute the contract for the Slater Channel Project for a total bid amount of $3,126,497.40; and, RCA TO ACCEPT CC-1089 -2- 3/22100 4:28 PM J REQUEST FOR ACTION MEETING DATE: April 3, 2000 DEPARTMENT ID NUMBER: PW 00-027 3. Authorize the Director of Public Works to expend $3,620,472.00 to cover the contract cost of $3,126,497.40, estimated construction change orders of $468,974.60, and anticipated supplemental expenses of $25,000. Alternative Action(s): Reject all bids and direct staff to re -advertise or abandon the project. Delays in the project may jeopardize the FEMA grant fund status. Analysis: On February 7, 2000, the City Council authorized the call for bids for the Slater Channel Project. Bids were received on March 21, 2000. Staff has reviewed the bids and they are summarized below in ascending order: Bidding Contractor Bid Amount Corrected from 1. Mesa Construction Projects, Inc. $3,126,497.40 $3,089,064 2. Reyes Construction, Inc. $3,461,884.00 3. Sukut Construction, Inc. $3,728,299.00 4. Los Angeles Engineering, Inc. $4,231,981.00 $4,171,117 S. KEC Engineering $4,650,972.50 6. AFR Construction $5,191,774.00 7. Zondiros Corp. Incomplete Bid Following is a summary of requested expenditure authorization: Contract Amount * Anticipated Change Orders Supplemental Expenses NOTES: $3,126,497.40 468, 974.60 25, 000.00 Total $3,620,472.00 * Because of the complex nature of the Slater Channel Improvement project, staff is requesting 15% be reserved to cover change orders instead of the normal 10% limit set by Resolution No. 4896. Examples of possible change orders include changes in field conditions, unavailable materials, errors in the plans or modifications required by the City. "* Soil testing, reprographics, etc. Staff has completed its reference check for Mesa Construction Projects, Inc., and has received favorable references from past clients. The Engineer's estimate for this project was $2,900,000, which is approximately 7% lower than the bid of Mesa Construction Projects, Inc. Staff recommends that the Council accept the bid from Mesa Construction Projects, Inc. RCA TO ACCEPT CC-1089 -3- 3/22/00 4:28 PM REQUEST FOR ACTION MEETING DATE: April 3, 2000 DEPARTMENT ID NUMBER: PW 00-027 Public Works Commission Review: The Public Works Commission endorsed the project on January 19, 2000 by a vote of 4-0 (Gartland, Hartge, Johnson absent). Environmental Status : Negative Declaration No. 99-12 was approved by the Zoning Administrator on October 6, 1999, Attachmeggsl: 1. 1 Location Map RCA Author: SEK:jm RCA TO ACCEPT CC-1088 4- 3122100 4:28 PM ATTACHMENT 1 PROJECT SITE NOT TO SCALE SLATER AVE. 07 LLJ _1 Q Z_ 0_ Q_ Q PROJECT SITE �S NLET D F HUNTINGTON CENTRAL rhGhr�N�l A PARK N V) Of Q W GARFIELD AVE. LOCATION MAP CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBLIC WORKS PlotStamp Eval I SLATRCA.DWG 0 me E a Ln cV 6 COPIES TO: Front Desk Engineer City Clerk. SLATER CHANNEL PROJECT CC -1089 March 21, 2000, 2:00 PM (Engineer's Estimate: $2.9 Million) BID LIST BIDDER'S NAME . ..... ... ... . . ... .. RANK .. . . ...... . . TOTAL BID AMOUNT 1. AFR Construction $ 5 ill 7 -7 Ll 2. Amber Steel Company $ 3. Beador Construction $ 4. Belcazk & Sons, Incorporated $ 5. Colich & Sons $ 6. Eagle Shotcrete $ 7. Excel Paving Company $ 8. Fontana Steel $ 9. Franklin Reinforcing Steel $ 10. G.C.I. Construction. Incorporated $ 11. Geo-Con $ 12. Greg J. Harris Construction $ Page one of three 12108v20 CC-1089 BID LIST BIDDER'S NAME RANK TOTAL BID AMOUNT 13. Hubbs & Ferrante $ 14. KEC Engineering $ ,5G,97,7 ,SG$ 15. Lapco, Incorporated $ 16. Los Angeles Engineering $ 17. Macro Z Technology Company $ 18. Mesa Construction $,©Q9 v 19. Mike Bubalo Construction Company $ 20. Pave -Tech, Incorporated $ 21. Penhall Company $ 22. Reyes Construction, Incorporated $ 3)44, / 0 23. Savala Construction Company 24. S. J. Burkhardt, Incorporated $ 25. So California Underground General Engineering Contractors $ 26. Southwest V-Ditch, Incorporated $ 27. Steve Bubalo Construction $ 28. Sukut Construction, Incorporated $ 29. Superior Gunite $ CC-1089 BID LIST ARM Mle -m:,..;:..a,-a.i;::,z.,w... ..>....i».°. 30. Valley Concrete Placing 31. W. A. Rasic Construction 32. Zondiros Corporation /U G 33. 34. 35. 36. 37. 38. CITY OF HUNTINGTON BEACH MEETING DATE: 2/7/00 DEPARTMENT ID NUM . PW 00-002 6 odi, 1 S Council/Agency Meeting Held: oe- Deferred/Continued to: ® App ov d ❑ Conditionally proved I] Denied ,Q�, City Clerk's Signature Council Meeting Date: 2/7/00 Department ID Number: PV"0-002 CITY OF HUNTINGTON BEACH REQUEST FOR COUNCIL ACTION SUBMITTED TO: HONORABLE MAYOR AND CITY COUNCIL MEMBERS SUBMITTED BY: RAY SILVER, City Administrator PREPARED BY: ROBERT F. BEARDSLEY, Director of Public Works SUBJECT: APPROVE PLANS AND SPECIFICATIONS FOR THE SLATER CHANNEL IMPROVEMENT PROJECT; CC-1089 F atement of Issue, Funding Source, Recommended Action, Alternative Action(s), Analysis, Environmental Status, Attachments) Statement of Issue: The Federal Emergency Management Agency (FEMA) has awarded the City $3.3 million to improve the Slater Channel. Approval of the final plans, specifications, and authorization to advertise the project for construction is requested for the Slater Channel lining improvements that will be constructed within the existing channel right-of-way between Springdale Street and Goldenwest Street. Funding Source : Two grants of approximately $3.3 million were awarded to the City from the Federal Emergency Management Agency (FEMA) for design and construction improvements to the Slater Channel. The City is responsible for 25 percent of the project costs. Funds are designated in the FY 1999-00 Drainage Budget. The Engineers' estimate is $2.9 million. Recommended Action : Motion to: 1. Approve the attached sample contract subject to award of contract to the lowest responsive/responsible bidder; and 2. Approve final plans and specifications, and direct the City Clerk to advertise the Slater Channel improvements for bid. SLATER CHANNEL RCA -2- 01/26/00 2:41 PM 1�v/ REQUEST FOR COUNCIL ACTION MEETING DATE: 2/7/00 DEPARTMENT ID NUMBER: PW 00-002 Alternative Action(s) : Deny approval of the Slater Channel improvements and direct staff on how to proceed with the project. Delays in the project may jeopardize the FEMA grant fund status. Analysis: The Slater Channel is located along Slater Avenue between the County's East Garden Grove/Wintersburg Channel (C05) and Huntington Central Park. The downstream terminus of the Channel is the City's Slater Storm Water Pump Station. The City's Master Plan of Drainage indicates that the Slater Channel is under capacity and in need of improvement. The Channel was originally designed and sized using 1960's hydrological methods and is currently incapable of conveying the 100-year storm. The majority of the Channel consists of unlined earthen channel, which results in its ongoing erosion problems. In May 1998, the City successfully obtained a grant from the FEMA Hazard Mitigation Grant Program in the amount of $2,400,000. In September 1998, the City secured an additional grant from the FEMA Disaster Survey Program in the amount of $909,934 for a total award of $3,309,943 to upgrade the Channel to current flood protection standards. Once funding was acquired, the City contracted with Tetra Tech/Simons, Li to prepare and provide a design study, biological survey report, and all required environmental documentation along with the design plans and specifications. The improvement project consists of lining approximately 4,800 lineal feet of channel with concrete and placing approximately 3,600 tons of rock riprap near the Shipley Nature Center. Upon completion, the Channel will meet FEMA flood control criteria. The plans and specifications have been completed and approved by the Director of Public Works and are on file in the Public Works Department. Public Works Commission Review: The Public Works Commission endorsed the project on January 19, 2000 by a vote of 4 ayes and 3 absent. Environmental Status : Negative Declaration No. 99-12 was approved by the Zoning Administrator on 10/6/99. Attachment(s): RCA Author: SEK:jm 37119 SLATER CHANNEL RCA -3- 01/26/00 4:52 PM ATTACHMENT 1 PROJECT SITE NOT TO SCALE SLATER AVE. l Lo w J Q O Z Q: 0_ Q PROJECT 0 SITE T WD. F HUNTINGTON CENTRAL Ay PARK GARFIELD AVE. I LOCATION MAP CITY OF HUNTINGTON BEACH PlotStomp Evol F- N H w z w 0 J 0 0 E a N 91 L °' rI \ C N w o w E Ln 0 a SLATRCA.DWG ml 0 00 DEPARTMENT OF PUBLIC WORKS ATTACHMENT 2 Sample CITY FUNDED CONSTRUCTION CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND FOR SLATER CHANNEL PROJECT (CC-1089) THIS AGREEMENT ("Agreement") is made and entered into this day of 1999, by and between the City of Huntington Beach, a municipal corporation of the State of California, hereinafter referred to as "CITY', and , a California corporation, hereinafter referred to as "CONTRACTOR." WHEREAS, CITY has solicited bids for a public works project, hereinafter referred to as "PROJECT," more fully described as the Slater Channel Project (CC-1089) in the City of Huntington Beach; and CONTRACTOR has been selected to perform said services, NOW, THEREFORE, in consideration of the promises and agreements hereinafter made and exchanged, the parties covenant and agree as follows: 1. STATEMENT OF WORK, ACCEPTANCE OF RISK CONTRACTOR shall furnish, at its own 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 assume the risk of all loss or damage arising out of the nature of the PROJECT, during its progress or prior to acceptance, from the action of the elements, from any unforeseen difficulties which may arise or be encountered in the prosecution of work, and for all other risks of any description in connection with the work, including, but not limited to, all expenses incurred by or in consequence of the suspension or discontinuance of work, except such as are herein expressly stipulated to be borne by Page 1 of 16 SAMPLE g:fjmf/99agree/Slater Channel (CC-1089) / 12/20/99 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. However the total compensation to be paid is to be computed on the basis of the units of work as it is actually performed, in accordance with the stipulated prices named in the Bid Sheet(s). 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 hereinafter defined), 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 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 said Contract Documents insofar as they relate in part or in any way, directly or indirectly, to the work covered by this Agreement. "Contract Documents" as defined herein mean and include: A. This Agreement; B. Bonds covering the work herein agreed upon; C. The CITY's standard Plans and Specifications and special contractual provisions, including those on file in the office of the Director of Public Works of CITY and adopted by the City Council of CITY, and any revisions, amendments or addenda thereto; Page 2 of 16 SAMPLE g1jmf/99agree/Slater Channel (CC-1089) / 12/20/99 D. The 1997 edition of Standard Specifications for Public Works Construction, published by Builders' News, Inc., 3055 Overland Avenue, Los Angeles, CA 90034, 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 CONTRACTOR's proposal (attached hereto as Exhibit "A"); 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 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"), without whose decision said discrepancy shall not be adjusted by CONTRACTOR, 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 said 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. Page 3 of 16 SAMPLE g:4rnf/99agree/Slater Channel (CC-1089) / 12/20/99 4. COMMENCEMENT OF PROJECT CONTRACTOR agrees to commence the PROJECT within ten (10) working days after the Notice to Proceed is issued and shall diligently prosecute the PROJECT to completion within () consecutive calendar days from the day the Notice to Proceed is issued by DPW, excluding delays provided for in this Agreement. 5. TIME OF THE ESSENCE The parties hereto recognize and agree that time is of the essence in the performance of this Agreement and each and every provision of the Contract Documents. CONTRACTOR shall prepare and obtain approval as required by the Contract Documents for all shop drawings, details and samples, and do all other things necessary and incidental to the prosecution of its work in conformance with the progress schedule set forth in the Contract Documents. CONTRACTOR shall coordinate its work with the work of all other contractors, subcontractors, and CITY forces working on the PROJECT in a manner that will facilitate the efficient completion of the PROJECT and in accordance with the terms and provisions of this Agreement. CITY shall have complete control of the premises on which the work is to be performed and shall have the right to decide the time and order in which the various portions of the work shall be performed and the priority of the work of other contractors, subcontractors and CITY forces and, in general, all matters concerning the timely and orderly conduct of the work of CONTRACTOR on the premises. .6 CHANGES CONTRACTOR shall adhere strictly to the plans and specifications set forth in the Contract Documents unless a change therefrom is authorized in writing by DPW. CONTRACTOR agrees to make any and all changes, furnish materials and perform all work necessary within the scope of the PROJECT as DPW may require in writing. Under no condition shall CONTRACTOR make any changes without the written order of Page 4 of 16 SAMPLE gApf/99agree/Slater Channel (CC-1089) / 12/20/99 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. 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 event of a delay in commencement of the work due to unavailability of the job site, for any reason, relief to CONTRACTOR shall be limited to a time extension equal to the delay due to such unavailability. 8. BONDS CONTRACTOR shall, prior to entering upon the performance of this Agreement, furnish the following three bonds approved by the City Attorney: one in the amount of one hundred percent (100%) of the contract price to guarantee CONTRACTOR's faithful. performance of the work; one. in the amount of one hundred percent (100%) of the contract price to warrant such performance for a period of one (1) year after CITY's acceptance thereof; and one in the amount of one hundred percent (100%) of the contract price to guarantee payment of all claims for labor and materials furnished. Page 5 of 16 SAMPLE gApf/99agree/Slater Channel (CC-1089) / 12/20/99 9. WARRANTIES CONTRACTOR unconditionally guarantees all work done under this Agreement including, but not limited to, any workmanship, installation, fabrication, material or structural facilities constructed. CONTRACTOR, within ten (10) days after notice by CITY of any defect in the work, shall have the option to make appropriate repairs or replace the defective item or items. Upon expiration of such ten (10) day period, CITY may then make appropriate repair or replacement at CONTRACTOR's risk and 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 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. 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 two hundred fifty dollars ($250) per day for each and every calendar day's delay in completing the work in excess of the number of calendar days set forth herein, which represents a reasonable endeavor by the parties hereto to estimate a fair compensation for the foreseeable losses CITY would sustain in the event of and by reason of such delay; and CONTRACTOR agrees to pay said damages herein provided, and further agrees that CITY Page 6 of 16 SAMPLE g:/jjmf/99agree/Slater Channel (CC-1089) / 12/20/99 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 completion of the work due to unforeseeable causes beyond the control and without the fault or negligence of CONTRACTOR, including, but not restricted 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 prior to the date of final settlement of the Agreement), 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 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 Page 7 of 16 SAMPLE gApf/99agree/Slater Channel (CC-1089) / 12/20/99 or delays by other contractors or subcontractors, will be allowed and said extension of time for completion shall be the sole remedy of CONTRACTOR. 12. DIFFERING SITE CONDITIONS (1) Notice: CONTRACTOR shall promptly, and before such conditions are disturbed, notify DPW in writing of: (a) Subsurface or latent physical conditions at the job site differing materially from those indicated in this Agreement or the Contract Documents; or (b) 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; (2) Time Extension: No claim of CONTRACTOR under this Section shall be allowed unless CONTRACTOR has given the notice required hereunder, provided, however, the time prescribed therefor may be extended by CITY. 13. VARIATIONS IN ESTIMATED QUANTITIES The quantities listed in the bid schedule will not govern final payment. Payment to CONTRACTOR will be made only for the actual quantities of contract items used in construction of the PROJECT, in accordance with the plans and specifications. . Upon completion of the PROJECT, if the actual quantities used are either more than or less than the quantities listed in the bid schedule, the bid price shall prevail subject to the provisions of this Section. DPW may, at its sole discretion, when warranted by the facts and circumstances, order an equitable adjustment, upwards or downwards, in payment to CONTRACTOR where the actual quantities used in construction of the PROJECT are in Page 8 of 16 SAMPLE g:/]mf/99agree/Slater Channel (CC-1089) / 12/20/99 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 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, less the amount of all previous payments since commencement of the work, will be paid to CONTRACTOR. When CONTRACTOR has, in the judgment of DPW, faithfully executed fifty percent (50%) or more of the value of the work as.determined from the bid.schedule, and if DPW finds that satisfactory progress has been and is being made, CONTRACTOR may be paid such sum as will bring the payments of each month up to one hundred percent (100%) of the value of the work completed since the commencement of the PROJECT, as determined by DPW, less all previous payments and less all previous retained amounts. The final payment, 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. Page 9 of 16 SAMPLE g1jmf/99agree/Slater Channel (CC-1089) / 12/20/99 15. WITHHELD CONTRACT FUNDS, SUBSTITUTION OF SECURITIES At the request 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 an affidavit covering disputed claims, or items in connection with Notices to Withhold which have been filed under the provisions of the statutes of the State of California. 17. WAIVER OF CLAIMS The acceptance by CONTRACTOR of the payment of the final certificate shall constitute a waiver of all claims against CITY under or arising out of this Agreement. 18. INDEMNIFICATION, DEFENSE, HOLD HARMLESS CONTRACTOR shall protect, defend, indemnify and save and hold harmless CITY, its officers, officials, and employees, and agents from and against any and all liability, loss, damage, expenses, costs (including without limitation costs and fees of litigation of every nature) arising out of or in connection with CONTRACTOR's performance of this AGREEMENT or its failure to comply with any of its obligations contained in this AGREEMENT by CONTRACTOR, its officers, agents or employees except such loss or damage which was caused by the sole negligence or willful misconduct of CITY. CITY shall be reimbursed by CONTRACTOR for all costs and attorney's fees incurred by CITY in enforcing this obligation. Page 10 of 16 SAMPLE g:lmf/99agree/Slater Channel (CC-1089) / 12/20/99 19. WORKERS' COMPENSATION INSURANCE Pursuant to California Labor Code Section 1861, CONTRACTOR acknowledges awareness of Section 3700 et seq. of said Code, which requires every employer to be insured against liability for workers' compensation; CONTRACTOR covenants that it will comply with such provisions prior to commencing performance of the work hereunder. CONTRACTOR shall maintain workers' compensation insurance in an amount of not less than One Hundred Thousand Dollars ($100,000) bodily injury by accident, each occurrence, One Hundred Thousand Dollars ($100,000) bodily injury by disease, each employee, Two Hundred Fifty Thousand Dollars ($250,000) bodily injury by disease, policy limit. CONTRACTOR shall require all subcontractors to provide such workers' compensation 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 insurance and CONTRACTOR shall similarly require all subcontractors to waive subrogation. 20. INSURANCE In addition to the workers' compensation insurance and CONTRACTOR's covenant to indemnify CITY, CONTRACTOR shall obtain and furnish to CITY, a policy of general public liability insurance, including motor vehicle coverage covering the PROJECT. Said policy shall indemnify CONTRACTOR, its officers, agents and employees, while acting within the scope of their duties, against any and all claims arising out of 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 $1,000,000 per occurrence. If coverage is provided under a form, which includes a designated general Page 11 of 16 SAMPLE gApf/99agree/Slater Channel (CC-1089) / 12/20/99 aggregate limit, the aggregate limit must be no less than $1,000,000 for this PROJECT. Said policy shall name CITY, its agents, officers, employees and volunteers as Additional Insureds, and shall specifically provide that any other insurance coverage which may be applicable to the PROJECT shall be deemed excess coverage and that CONTRACTOR's insurance shall be primary. Under no circumstances shall said above -mentioned insurance contain a self -insured retention, or a "deductible" or any other similar form of limitation on the required coverage. 21. CERTIFICATES OF INSURANCE; ADDITIONAL INSURED ENDORSEMENTS Prior to commencing performance of the work hereunder, CONTRACTOR shall furnish to CITY certificates of insurance subject to approval of the City Attorney evidencing the foregoing insurance coverages as required by this Agreement; said certificates shall: 1. provide the name and policy number of each carrier and policy; 2. shall state that the policy is currently in force; 3. shall promise to provide that such policies will not be canceled or modified without thirty (30) days prior written notice of CITY; and 4. shall state as follows: "The above detailed coverage is not subject to any deductible or self -insured retention, or any other form of similar type limitation." CONTRACTOR shall maintain the foregoing insurance coverages in force until the work under this Agreement is fully completed and accepted by CITY. The requirement for carrying the foregoing insurance coverages shall not derogate from the provisions for indemnification of CITY by CONTRACTOR under the Agreement. CITY or its representative shall at all times have the right to demand the Page 12 of 16 SAMPLE gApf/99agree/Slater Channel (CC-1089) / 12/20/99 original or a copy of all said policies of insurance. CONTRACTOR shall pay, in a prompt and timely manner, the premiums on all insurance hereinabove required. A separate copy of the additional insured endorsement to each of CONTRACTOR's insurance policies, naming CITY, its agents, officers, employees and volunteers as Additional Insureds shall be provided to the City Attorney for approval prior to any payment hereunder. 22. DEFAULT AND TERMINATION If CONTRACTOR fails or refuses to prosecute the work hereunder with diligence, or fails to complete the work within the time specified, or is adjudged a 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 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. 23. DISPOSITION OF PLANS, ESTIMATES AND OTHER DOCUMENTS CONTRACTOR agrees that upon completion of the work to be performed hereunder, or upon 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. 24. NON -ASSIGNABILITY Page 13 of 16 SAMPLE gApf/99agree/Slater Channel (CC-1089) / 12/20/99 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. 25. 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 California Government Code Sections 1090 et seq. 26. STOP NOTICES; RECOVERY OF ADMINISTRATIVE COSTS CITY shall be entitled to reasonable administrative costs, attorney's fees and necessary disbursements arising out of the processing of Stop Notices, Notices to Withhold, or any similar legal document. Said 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, 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. 27. NOTICES All notices required or permitted hereunder shall be delivered in person or by registered or certified mail to an authorized representative of the party to whom delivery is to be made, at the place of business. of. such party, or to. any other place designated in writing by such party. 28. CAPTIONS Captions of the sections of this Agreement are for convenience and reference only, and the words contained therein shall in no way be held to explain, modify, Page 14 of 16 SAMPLE g:/jjmf/99agree/Slater Channel (CC-1089) / 12/20/99 amplify or aid in the interpretation, construction or meaning of the provisions of this Agreement. 29. 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 8 U.S.C. Section 1324a regarding employment verification. 30. 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. 31. ATTORNEY'S FEES In the event suit is brought by either party to enforce the terms and provisions of this Agreement or to secure the performance hereof, each party shall bear its own attorney's fees. 32. ENTIRETY The foregoing, and Exhibit "A" attached hereto, set forth the entire Agreement between the parties. [SIGNATURES ON NEXT PAGE] Page 15 of 16 SAMPLE g:fjmf/99agree/Slater Channel (CC-1089) / 12/20/99 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: print name ITS: (circle one) Chairman/President/Vice President AND M print name ITS: (circle one) Secretary/Chief Financial Officer/Asst. Secretary - Treasurer REVIEWED AND APPROVED: City Administrator CITY OF HUNTINGTON BEACH, a municipal corporation of the State of California: Mayor ATTEST: City Clerk APPROVED AS TO FORM: ty Attorney O-LbvA d INITIATED AND APPROVED: / Director of Public Works Page 16 of 16 SAMPLE g:fjmf/99agree/Slater Channel (CC-1089) / 12/20/99 Sample CITY FUNDED CONSTRUCTION CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND FOR SLATER CHANNEL PROJECT (CC-1089) TABLE OF CONTENTS Page No. 1. STATE OF WORK; ACCEPTANCE OF RISK 1 2. ACCEPTANCE OF CONDITIONS OF WORK; PLANS 2 AND SPECIFICATIONS 3. COMPENSATION 3 4. COMMENCEMENT OF PROJECT 3 5. TIME OF THE ESSENCE 4 6. CHANGES 4 7. NOTICE TO PROCEED 5 8. BONDS 5 9. WARRANTIES 5 10. INDEPENDENT CONTRACTOR 6 11. LIQUIDATED DAMAGES/DELAYS 6 12. DIFFERING SITE CONDITIONS 7 13. VARIATIONS IN ESTIMATED QUANTITIES 8 14. PROGRESS PAYMENTS 8 15. WITHHELD CONTRACT FUNDS, SUBSTITUTION OF SECURITIES 9 16. AFFIDAVITS OF SATISFACTION OF CLAIMS 9 17. WAIVER OF CLAIMS 10 18. INDEMNIFICATION, DEFENSE, HOLD HARMLESS 10 19. WORKERS COMPENSATION INSURANCE 10 20. INSURANCE 11 21. CERTIFICATES OF INSURANCE; ADDITIONAL INSURED 12 22. DEFAULT & TERMINATION 12 23. DISPOSITION OF PLANS, ESTIMATES AND OTHER 13 24. NON -ASSIGNABILITY 13 25. CITY EMPLOYEES AND OFFICIALS 13 26. STOP NOTICES; RECOVERY OF ADMINISTRATIVE COSTS 13 27. NOTICES 14 28. CAPTIONS 14 29. IMMIGRATION 14 30. LEGAL SERVICES SUBCONTRACTING PROHIBITED 14 31. ATTORNEY'S FEES 15 32. ENTIRETY 15 SAMPLE g:rmf/99agree/Slater Channel (CC-1089) / 12/20/99 RCA ROUTING SHEET INITIATING DEPARTMENT: Public Works SUBJECT: APPROVE PLANS AND SPECIFICATIONS FOR THE SLATER CHANNEL IMPROVEMENT PROJECT; CC-1089 COUNCIL MEETING DATE: I February 7, 2000 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 Unbud et, over $5,000 Not Applicable Bonds If applicable) Not Applicable Staff Report If applicable) Not Applicable Commission, Board or Committee Report If applicable) Not Applicable Findings/Conditions for Approval and/or Denial Not Applicable RCA Author: SEK:jm 37119 COPIES TO: Front Desk Engineer City Clerk SLATER CHANNEL PROJECT CC -1089 March 21, 2000, 2:00 PM (Engineer's Estimate: $2.9 Million) BID LIST . .. .. . BIDDER' S NAME RANK TOTAL BID AMOUNT 1. AFR Construction / b $ S 11, 7 —7 4. l l `-' 2. Amber Steel Company $ 3. Beador Construction $ 4. Belcazk & Sons, Incorporated $ 5. Colich & Sons $ 6. Eagle Shotcrete $ 7. Excel Paving Company $ 8. Fontana Steel $ 9. Franklin Reinforcing Steel $ 10. G.C.I. Construction. Incorporated $ 11. Geo-Con $ 12. Greg J. Harris Construction $ Page one of three 12108v20 CC-1089 BID LIST BIDDER'S NAME. RANK TOTAL BID AMOUNT 13. Hubbs & Ferrante $ 14. KEC Engineering $ 50117 2• 5 0 15. Lapco, Incorporated $ 16. Los Angeles Engineering / G�- $ `'I� 1 ? f I r l 1 / 17. Macro Z Technology Company $ 18. Mesa Construction $ �/ d l - 19. Mike Bubalo Construction Company $ 20. Pave Tech, Incorporated $ 21. Penhall Company $ 22. Reyes Construction, Incorporated $ 23. Savala Construction Company 24. S. J. Burkhardt, Incorporated $ 25. So California Underground General Engineering Contractors $ 26. Southwest V-Ditch, Incorporated $ 27. Steve Bubalo Construction $ 28. Sukut Construction, Incorporated $ 2 c7 299 29. Superior Gunite $ CC-1089 BID LIST 30. Valley Concrete Placing 31. W. A. Rasic Construction 32. Zondiros Corporation 33. 34. 35. 36. 37. 38. SECTION C PROPOSAL for the SLATER CHANNEL IMPROVEMENTS From STA. 98+81.74 TO STA. 164+37.45 CASH CONTRACT No. CC-1089 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 180 working days, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 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 v id. RTd& X Accompanying this proposal of bid, find 3 • in the amount of $ which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond", as the case may be). Bidder shall signify receipt of all Addenda here, if any: Addenda No. Date Received Bidder's Signature 01 11 -L O o-v 0 'L. `3 'L.c Otz) 03 InN 1Z v v g 23 o�t� C-2 PROJECT BID SCHEDULE - A (DSR) Sta. 101+13 to Sta. 126+47.95 Item: No: Estimated: >tty Quant< Item with 'unit price: :::writtenin words Unit Price: Extended: Amount 1 1 lump sum Mobilization of equipment and materials C S�V S' Thovsan�4 9;i�� �oJn a�4 Dollar ^� $ 76 639.0v t $ 76 6310 f q0 Cents Per lump sum 2 1 lump sum Clearing and grubbing per plans and specs / a /� �pOG&YWOPeh,,,, j 9*ollars $ (S, JU-00 $ IS71 IZO• /70 Cents Per lump sum 3 1 lump sum Dewatering of construction area per plans and specs a �i�rn�✓,od�_<2d 'P-lx/ Dollars $ ZS OFiO•oD $ Z� g, �•Oy no Cents Per lump sum 4 14504 cu yd Unclassified excavation per plans and specs @ % Dollars $ 10• 00 $ I56 6K3. /�t� Cents Per cu yd 5 1 lump sump Demolish & disposal of exist. PCC transitions andslope protection N�en f dao seven h�llld►P!I' sedef)1ollarsx no Cents $ �, 776.00 .00 Per lump sum 6 3066 cu yd Gravel base for PCC trap channel and transitions cr Dollars $ Z-Oo SO $ 6 Z,9 3 -Cb Cents Per cu yd 7 683 cu yd Structure till for PCC trap channel and transitions ,cr �/t% �U — }�t°i Dollars $ Z1.60 ) $ I 7SLo SlCents Per cu yd 8 8867 cu yd Compacted fill (non -expansive) per plans and specs a s% j� ee� Dollars $ 16-70 $q 3,6 r Cents Per cu yd 9 3100 cu yd Concrete for trap channel lining per plans and specs C One C/�v�,4r ed Th,r��, l'ne Dollars $�3i_ ZO $ �z fu e"+y Cents Per cu yd 10 110 cu yd Concrete for transitions structures per plans and specs a hiffyke LeA Dollars $ Z 10• &0 $ 7-3; 166.00 S � 1< Cents Per cu yd C/f C-1 as PROJECT BID SCHEDULE - A (DSR) Sta. 101+13 to Sta. 126+47.95 .Item No: stimate Quant><ty' Item w><t unfit pace written m words Unit Price; Extended Amount 11 2160 sq ft Construct 6' concrete block wall per plans and specs n relve Dollars $ 1 Z• �%� $ Z0 6 �/.0 Cents Per sq ft 12 280280 Ib Reinforcing steel bar for PCC trap channel and transitions n (/"o Dollars $ 0- 5X $ Sq( 3?0 L rive Cents Per lb 13 2875 sq ft Construct concrete block per sht. 18 and specs ; nu, � ve Dollars % Cents $ � 9a 16 67. $ 4J Per sq ft 14 1 lump sum Restrip street per plans and specs ,/ (cry,% �, r� ��ovJr�ad .&,m�'lov4,,t� `�ODollars e^ $Z�/`�ZO-V $ Z!5�%ZD, Cents Per lump sum 15 8295 sq yd Filter Fabric- Type I per plans and specs n �.y-e— ro Dollars $ 0. 6 0 $ 9 �00 5 ) Cents Per sq yd 16 9580 sq yd Filter Fabric- Type II per plans and specs u �?ro Dollars S (ler Cents Per sq yd $ Q- 70 $ 6,?06-Oct 17 5 each Construct side drain per sht. 23; Detail A -A rc� -SIX-Dollars S CO . 0'0 $ Z/ L130. Do i 1 Q Cents Per each 18 2610 lin ft 6' high chain link (pvc coated) fence per plans and specs n N;Ae, iee-n Dollars S $ S70/%Z.00 Cents Per lin ft 19 4 each 6' high x4' wide chain link (pvc coated) gate per plans and specs cr r o.r #104Wra Qn PJ &a17Dollars $ iJ0.6t2 $ Cents Per each 20 2 each 6' high x 12' wide chain link (pvc coated) gate per plans and specs a �ne Korn��ia� ,,w Twe4& Fl-g Dollars $ gZS.6D $ 1 $� 5-J. Zo S, X� Cents Per each C-2 as PROJECT BID SCHEDULE - A (DSR) Sta. 101+13 to Sta. 126+47.95 ItemEstimate No Quantity < tem wit unit, pace written in words - Unit Price . xten e Amoont 21 1 lump sum Shoring per plans and specs a ud-emAe _Dollars hD ( Cents $ 11{, 040.00 $ 1 o_oo Per lump sum 22 60 sq ft Construct PCC sidewalk per plans and specs @ -�p Ltr Dollars `P, t qhL/ Cents Per sq ft u $ l • go $ 288.00 23 45 tin ft Construct PCC curb & gutter per plans and specs @ r cp }�i Dollars • 00 $ 64.00 I� Cents Per tin ft 24 1 lump sum Traffic control per plans and specs / @ 1 -PV 1e iL]j�iN� �IX j�Dollars h 1) Cents $ 3�0/6.. $ 38�6(6•a0 Per lump sum 25 1 each R&R 2" air vac per plans and specs u r�eP+�ard�Seen h►a �cire�elqh� s $ 3, }(30.00 $ 3, }aQ_ o0 y� (� Cents Per each 26 1 each R&R 4" pressure relief assembly per plans and specs a t V1dASQnd n1Ih�g dre (� 4VDollars $ 5 Q•0o $ S_, 90.00 1710 Cents Per each 27 1 each Construct PCC drive approach per plans and specs @ y- I'IM _\\%t rPCQ — V1)0 Dollars $ 13-7o-90 $ 00 Mn - Cents Per each 28 1 each Construct PCC curb ramp per plans and specs a mp 1 ;aN4 �Wn - S I'C Dollars $ 7,6 •00 $ /, 0 7-6-e90 h p Cents Per each 29 1 lump sum Protect existing utilities in place as required by(plans and specs a eWhi Aousad5)�C6r rrn`E f Dollars h Cents $ �, 6�L�.00 $ Per lump sum 30 2 each Construct side drain per sht. 23; Detail D-D c7 oVe- i-hdaSQd gW �u Mft Q iYW'�Dolla s $ �, I {,00 $ Z,Z6¢S •UO isl C2 Cents Per each C-3 as PROJECT BID SCHEDULE - A (DSR) Sta. 101+13 to Sta. 126+47.95 stimate t upetem a temwi xten e No Quantity ` written in words Unit Price Amount:: 31 3 each Construct side drain per sht. 23; Detail H-H @oneAnu5nn r),,r)�hUr,r�r��`IYI Dollars $ 1 33.70 $ 45 ?_6b 1\0gn1,A Cents Per each 32 1 Landscape area per plans and specs lump sum Dollars C 9jK�1i�1,�5(j nA^ �P 1�/ $ & ,� 8D. _00 $ G; 80.Qp I [] Cents Per lump sum 33 14 Rainbird 1812-SAM-VAN nozzles� each `` n �� — P 1 QII�' Dollars $ 89.60 $ 2 Os 0 Itr/ Cents Per each 34 1 each 10' (D.T.H.) Queen cr Jpalm per plans and jspecs � �,� g1� h[RVl(,CL[(',! ejQl 'CoNars ( $ 83.00 $ 783.DD r Cents Per each 35 7 5 gallon vines per plans and specs each « W\eke jei1 Dollars $11- 40 $ 13Y.,Bo Cents Per each 36 5 1 gallon shrub per plans and specs each a P Q� 1 ' Dollars $ D' t� $ -1 3 • S-0 Cents Per each 37 285 cu yd Class A top soil per plans and specs n �� Dollars $ /6-7-O $ q. 6 00 Cents Per cu yd 38 15 5 gallon shrub per plans and specs each n eleven Dollars $ o $ '� D :V�d� Cents Per each 39 2 12' (D.T.H.) Queen palm per plans and specs each n JOIN h i l OW er1 Po Dollars $ 91 g • D0 $ /, 06. ©o rO Cents Per each 40 760 2" class 315 PVC irrigation line per plans and specs In ft u S 1 lC �eo Dollars $ 160� $ Cents Per In ft VE C-4 as PROJECT BID SCHEDULE - A (DSR) Sta. 101+13 to Sta. 126+47.95 tem: ;. Estimatedtem;with:unit P rice " xten e No Quantity;. written in words IInit;Price` Amount 41 30 1" SCH 40 PVC irrigation line per plans and specs In ft cc S X Dollars $ (j .5-O $ .00 Cents Per In ft 42 70 3/4" SCH 40 PVC irrigation line per plans and specs In ft @ x Dollars $ '1 �30 $ 30 . 00 Cents --,bri�,t Per In ft 43 4 cu yd Ground cover (Freeway chips) per plans and specs u U n 1 `ur Y 1rmollars $1,33,10 $ 535.6o h I 1 �e Cents Per cu yd 44 1 6 station 1130C battery operated irrigation controller each Dollars $ 6 6L g6.00 $ 6, 6(7(,.o0 Cents Per each 45 1 # 14 remote control wire to operate 6valves + common lump sum @-hi)a�6/SGI f ip�ayhreh 5:1)C td Dollars $ Zt I60.00 $ Z,/60.co. r (1 Cents Per lump sum 46 1 Rainbird quick coupler QC-40 each a i�117u-t P..G P Dollars $ -e ls;C N Cents Per each 47 1 Griswold 2000 s�e"ries remote control valve 2" size each c 0 0fel'P ►�t,��r e 10)6 f Dollars 000.90 $ 06o�Q Cents Per each 48 18 A. C. pavement per plans and specs ton a 7:-�Or &-4IIDollars $ , 60 S n6 DG v SX`I Cents Per ton Total Amount Bid Schedule A in Figures: $ 3 3 Z Total Amount Bid Schedule A in Words: 04 ; [ 14 7-h,ee, lle,,,Wce ' �4 ft 4-31 N ;ne T-w6 mw �d n,. --p; 6 �h��� �r �a C-5 as Item No. Estimated Quantity Item with unit price written in words Unit Price Extended Amount 1 1 lump sum Mobilization of equipment and materials @ �%�i S�PI���he�Q ti'n�vo�. �{ $ 1� -� $ Cents y Per lump sum 2 1 lump sum Clearing and grubbing per plans and specs �] @ S !"C AgMars 1 $ 36,7ze'Of $ 36, 320,�0 r Q Cents Per lump sum 3 lump 1 sum Dewatering of construction area per plans and specs[ 'S)6ol' I�rs u $ 1 ?6C1-Cb $ 3�{,S6o-� Y'k 0 Cents Per lump sum 4 23396. cu yd Unclassified excavation per plans and specs @ ir—i'1 Dollars $ 10>60 $ ZS-Z,W S Cents Per cu yd 5 1 lump sum Demolish & disposal of exist. PCC box, transitions and slope protection , 11P(tW PILL ad13+?�2 Lrndr d Si} jollars $ /Z,d?6Q $ ,160.00 In 0 _Cents Per lump sum 6 2758 cu yd Gravel base for PCC Box, trap channel and transitions @ A-lknP q — --(A) Q Dollars $ 2Z. O $ 6Z 6.E 1 Cents Per cu yd 7 4315 cu yd Structure fill for PCC box, trap channel and transitions @ P 1) e Dollars $ d C $ q y Cents Per cu yd 8 5903 cu yd Compacted fill (non -expansive) per plans and specs @ Dollars $ $ _77' �(�}Q ��—� Cents —ram Per cu yd 9 1748 cu yd plans and specs Concrete for channel lining per plans a Q, W,, 0 ,, crass( J �I%rT r1�' Dollars $ 3 1• ZO $ Z Cents Per cu yd 10 160 cu yd Concrete for transitions structures perplans and specs ,, "111111 f�tl nd E(jn42 \ Dollars $ 2 t O . 60 $ 3 Cents Per cu yd C-1 bs PROJECT BID SCHEDULE - B (HMGP) Item No. Estimated Quantity Item with unit price written in words Unit Price tended Amount 11 540 cu yd Concrete for double 7.5'x12' box per plans and specs @ �0r f%Unc(rP�/ �ev�t' Pye- Dollars /� Z $ C 7.S ZJ $ ZY , LD�') %ver�f y Cents Per cu yd 12 236720 lb Reinforcing steel bar for PCC box, trap channel and transitions « Croce Dollars $ 0eSs $ 130� 3QS�3 Cents Per Ib 13 992 sq ft Construct concrete block per sht. 18 and specs cr Dollars $ 5- 90 $ 5 S2 Cents Per sq ft 14 2716 tons Construct Riprap per plans and specs @ ftylk A i`c Dollars Cents f' $ q 3.7.0 $ 114,331. Per tons 15 8085 sq yd Filter Fabric- Type I per plans and specs @ Ze—r 0 Dollars $ 0—GO $ Lt.65 t .00R :S1��`-f Cents Per sq yd 16 12825 sq yd Filter Fabric- Type 1I per plans and specs « 2 ,e _ Y—b Dollars $ n $ E' veil Cents Per sq yd e 17 5 each Construct side drain per sht. 23; Detail A -A i 'S1 C Dollars i11') Cents $ 4 06 "oo $ Zi Y38.00 Per each 18 2310 lin ft 6' high chain link (pvc coated) fence per plans and specs « ✓" A,v_ Len Dollars $ .0 01Y 35z.0a i" tom* �V Cents Per lin ft 19 4 each 6' high x 4' wide chain link (pvc coated) gate per plans and specs cr F"u r e4 d & S K Dollars $ GO $ f�ZZ q0 Si`X i n. Cents Per each 20 4 each 6' high x 12' wide chain link (pvc coated) gate per plans and specs lt/'Five Dollars $ Z 5` 60 Cents Per each C-2 bs PROJECT BID SCHEDULE - B (HMGP) Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 21 2 6' high x 15' wide chain link (pvc coated) gate per plans and specs each a dMB + �j,9Kt� 4V .4,a.,eA-J-fl&aars'r $ %% 1 T6 - 7-0 $ Z 3 ✓��� Cents Per each 22 480 A. C. pavement per plans and specs ton @ �os�- Dollars $ 7-3, 3 LS Sx Cents Per ton 23 790 Aggregate baste per plans and specs ton n Pa�h I�Pi� Dollars $ 1 0 '(0 $ K S36-00 �:� W Cents Per ton 24 300 Construct PCC sidewalk per plans and specs sq ft n :�j(►K Dollars $ � gin $ i ggo.oy (N W Cents -. Per sq ft Q 25 52 Construct PCC curb & gutter per plans and specs linft cr .�oUEA:5-� Dollars $ f! .DD 1 $ 00 Yi (� Cents Per lin ft 26 1 lump sum Traffic control per plans and specs ,,,� u - Yllh ,l t�`N�ollarn $ GS, ?w,00 $ ZS, 7w.0 h V Cents Per lump sum 27 1 lump sum Protect existing utilities in place as required by plans andspecs nu, q U P �rDc a r s $ `3, 6 L{ O $ �� �0•�� Y\ Cents Per lump sum 28 1 lump sum Restrip street per plans and specs a �� v . ,'uQ / �ifBn.� Id/W h`� e//Df Ilars� $ Z54 $ Z� Z4,flv Cents Per lump sum 29 1 Construct PCC drive approach per plans and specs each nw%h,\�nr SPA�(LDollars $� 99 $ !7Z-00 \L Cents Per each 30 1 Construct PCC curb ramp per plans and specs each cr on�t`-C!I�1sand 19 b1tt-_ r Dollars $ j,OZb_i�J $ Y(\ ( Cents Per each C-3 bs PROJECT BID SCHEDULE - B (HMGP) Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 31 1 lump sum R&R 12" water main and appurtenances per plans andspecs cr %�`� �10115L11Y� OnP_ U ilt i"DSUrs $ ��t (�S�S'p $ 3� lgso� Cents Per lump sum 32 1 lump sum R&R 42" water main and appurtenances per plans and s�pQe�c.�s/ a UPtI -11', 0mnA)4 61rdra� 1) Do $ J 6`76.6 $ 6 6.00 rl L) Cents Per lump sum 33 1 Dewater & chlorinate 42" water main per plans and specs lump sum n� ft��h V3 � a fr(JAor ollars $ 3,2-0,00 $ 3,2_ OLo. r Q Cents Per lump sum 34 2 Construct side drain per sht. 23; Detail 13-13 each u) ScV(_n\,, rAry A:U)Q Dollars $ -7,vZ •00 $ Cents Per each 35 1 Construct side drain per sht. 23; Detail C-C each cr -gip LbojardoU kUrdt%d S /Dollars $ Zt 106.00 $ Z, /06�00 h o Cents Per each 36 1 each Construct side drain per sht. 23; Detail E-E o h,Irjfr iy�laUrr ahe 4Avard 12 Dol $ ! ol%a $ % K.0 r `n Cents Per each 37 1 Construct side drain per sht. 23; Detail F-F each a A T)),yi Dollars $ 10, tv $ 000 n Cents Per each 38 l Construct side drain per sht. 23; Detail G-G each a f al �r�1/111. �Dollars $ Z, 05Z-00 $ 00 N) Cents Per each 39 1 each Construct side drain per sht. 23; Detail H-H se— n Q���1lhJSIld' hlV1c2 Uh $ 4 933.E $ ( 33, 3_-�46% 40 wo Cents Per each 40 1 Landscape area per plans and specs lump sum _n u � (/Y_e ��/Il(�-�It)(��11C71hP Dollars $ 3, 2.00 $ t.n Cents Per lump sum C-4 bs PROJECT BID SCHEDULE - B (HMGP) Item Estimated Item WHE unit price xten e No. Quantity written in words Unit Price Amount 41 1 Shoring per plans and specs lump sum @_6 fAcojoAd I u,D #,andreci Qn �9 ollars $ 3, yt0afb $ 3, Z�-tp`£� e (o Cents Per lump sum 42 150 Install 6" irrigation sleeve per std. In ft @ S'X+Qe, @ Dollars $ 16.Zo $ Zi43a.OD T-WeA Cents Per In ft 43 21 Rainbird 1812�-"SAM-VAN nozzle each @ �� of i �� �� y tii Dollars $ Se-60 $ C, Sao 6o S /t + y Cents Per each 44 1 15' (D.T.H.) Queen palm per plans and specs each @ 10ne Yey.,d+ed A a d Alt /(&eDollars $ .1)v cp $ t 9o00 tey—o Cents Per each 45 10 5 gallon vines per plans and specs each @ A/;n,�e$An Dollars $ $ DO _F0 r 4 Cents Per each 46 10 1 gallon shrub per plans and specs each a G%�r h � Dollars $ DO Cents Per each 47 285 Class A top soil per plans and specs cu yd a J r-"+ "C n Dollars $ l 6 -7i0 $ R, 6 0 1_ /Pen Cents Per cu yd 48 54 5 gallon shrub per plans and specs each u � levee) Dollars $ /I- Yo $ 6( Sr 60 7:F70 r� y Cents Per each 49 2 12' (D.T.H.) Queen palm per plans and specs each @ /y.`qe Dollars q $ ( (1J-00 $ 11 10.0 D Cents Per each 50 2 Concrete for restraining collar (anchor ring) per plans and specs cu yd a Ae 1 hA.,icos �;Y4 �P nJ.,u aa%k6fa syfA6 r 63.00 $ 3. �Z( 00 Cents Per cu yd C-5 bs PROJECT BID SCHEDULE - B (HMGP) Item No. Estimated Quantity Item with unit price written in words Unit Price Extended Amount 51 180 lb Reinforcing steel bar for restraining collar a one Dollars P: 4v Cents $ (- l0 $ 34zxo Per lb 52 1 each Construct manway manhole per plans and specs a Tuo �-kwfN 8nd 'Fvc4- Q%e Dollars $ Z,041.'ZD $ Z, Og1.Z0 Twe Cents Per each 53 60 tin ft 2" class 315 PVC irrigation line per plans and specs cc ���e� Dollars $ 6 Zo $ q)2.00 TWen±- , Cents Per lin ft 54 100 lin ft 1" SCH 40 PVC irrigation line per plans and specs @ �,-X Dollars $ G . ,�-O $ io .0o -F;t' f* Cents Per lin ft 55 90 lin ft 3/4" SCH 40 PVC irrigation line per plans and specs (cad �FOV, Dollars $ q--3o $ 39,4.vO Cents Per )in ft 56 22 cu yd Ground cover (Freeway chips) per plans and specs @ (J,ce 170_"A Jared djd 7h,,,+j,4t-W Dollars $ 133.10 s Zj'1S b y� /V Cents Per cu yd 57 1 each 6 station IBOC battery operated irrigation controller a �:r HCV,, "-,.4 One D+ours $ (, GgG $ 6,656.00 Cero Cents Per each 58 1 lump sum # 14 remote control wire to operate 6 valves + common C !emw o _Roymaj O/E & dr4dad 5)4hars $ Zt t 6O.n $ Z, 160 • n C:*D Cents Per lump sum 59 1 each Rainbird quick coupler QC-40 a t �1 Mdree( end fWLL Wn Dollars Vile ei a Cents QQ $ I Uo �r7 /Q 00q� $ , /($ Per each Af 60 [each Griswold 2000 series remote control valve 2" size c, 7*F� �ov//h�rPQ QKXI &4!fX be�6ollars -�_' Q AA% Cents $ 3nb$. AD 60 Per each C-6 bs PROJECT BID SCHEDULE - B (HMGP) Item Estimated Item With unit price Extended No. Quantity written in words Unit Price Amount 61 2 24" box tree per plans and specs each C e en goo,,4 Md lwert )14eDollars $ -+ 79xy $ to t( .n Cents Per each 62 Not Used a, Dollars $ $ Cents Per Total Amount Bid Schedule B in Figures: $ (, > g JO Total Amount Bid Schedule B in Words: 0; vya, r Nina 77'0&'5&j4d ti1.� f/LU►��� ein r Total Amount Bid Schedule A and B in Figures: $ 3 089 06 y- 00 , E Q Total Amount Bid Schedule A and B in Words: `A rwe Rr t oo NOTE: The contract will be awarded to the lowest responsible bidder, based on the total combine additive bid proposals received. Bid additives are for cost accounting purposes only and shall not b considered separately in determining the lowest responsible bidder. Substitutions for cost reductio purposes may be considered for possible material substitutions at the full discretion of th ENGINEER only after the lowest responsible bidder has been determined. C-7 bs 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 Gha io tr" k re,1ce �Ouw u1�fr nw �u'F3 39Y317 A(84(- FK ,vittlW J e� 10,i;?o Z4 ZZ Y to rleis'�1 e Orv�R� � r_v L/I.vvsc/�P£ (V; c Ur Z. '5-;Z 6 r 6 3 7 3 zr, Y,44,4 C D SO Yc) By submission of this proposal, the Bidder certifies: That he is able to and will perform the balance of all work which is not covered in the above subCONTRACTORs listing. 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subCONTRACTOR for this project. C-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of Orange kAo being first duly sworn, deposes and says that he or she is V i c vim: c' ^- of Ktm 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 lk sb *-I 5.0, Address of Bidder Subscribed and sworn to before me this X-2- �day of 1't� , 2000. LINDA LEVIN Comm. # 1219097 to NOTARY PUBLIC • CALIFORNIA N ` San Diego County NOTARY PUBLI _ _ 9My Comm. Expires May 10, 2003 NOTARY SEAL C-4 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the SLATER CHANNEL IMPROVEMENTS, between STA. 98+81.74 and STA. 164+37.45, (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. Date: CONTRACTOR Q(`t Title C-5 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14") 10.5, the Bidder shall complete, under penalty of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? ❑ Yes )No If the answer is yes, explain the circumstances in the space provided. Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code, each CONTRACTOR to whom a public works contract has been awarded shall sign the following certificate. I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. Date: CONTRACTOR _T `i;� \��1c�_ Title C-7 UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded CONTRACTOR prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-422-4133 a minimum of two working days before scheduled excavation. Dig Alert Identification Number: Ty � c- Mesa CONTRACTOR Title Date: J L-t'o 4 — Note: This form is required for every Dig Alert Identification Number issued by U.S.A. during the course of the Work. Additional forms may be obtained from the AGENCY upon request. C-8 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Mc s Co ,� a t� w _ c,� �.e r, PAZ; Bidder Name -1 (SZ3 Cc ti va C o Sc- Business Address City, State Zip Telephone Number T� 1 13l �&' - t3 State CONTRACTOR'S License No. and Class II2-q19 Original Date Issued 1 3k ak Expiration Date A (b .." l-,d" a.T The work site was inspected by of our office on (3 tr , 2000. The following are persons, firms, and corporations having a principal interest in this proposal: C-9 The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. 7 56, C�,.`s, v <-� % l ►. � vt� t LQk r t :..ram . Company Name Signature of Bidder Printed or Typed Signature Subscribed aiAd sworn to before me this day of /;r,q%G , 2000. v11d NOTARY PUBLIC LINDA LE Comm. N 12191097 • NOTARY FUILIC • CALIFORNIA San Diego County My Comm. Expires May 10, 2003 Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past two years: I. Cad; V -P�- . 3e 4-N Name and Address of Public Agency Name and Telephone No. of Project Manager: T-k6 o "3l6 ,6-tzo MO..;-.-- Co.`sk Contract Amount 2. C i Name a (, CI"' k Address of Public Agency Type of Work Date Completed Name and Telephone No. of Project Manager: Ktire_ �6 r 9 )'�1 b 'S 39 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-to City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER ONE For Slater Channel Improvement Project CC- 1089 March 1, 2000 Notice To All Bidders: Please note the following revision to the Project Plans, Specifications, and Technical Provisions: Per sheet 1A of 38 Construction Note number 55 shall be deleted and replaced with the following: Furnish and install 20" access manhole per City detail, and shall be read accordingly on all applicable sheets. This modification does not change the Engineer's Estimate or the Bid Opening date/time for this project. This is to acknowledge receipt and review of Addendum Number one, dated March 1, 2000. Lit Company Name By Zo o-c7 Date All bidders must acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Steve Krieger at (714) 536-5259. City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER TWO For Slater Channel Improvement Project CC- 1089 March 7, 2000 Notice To All Bidders: Please note the following revision to the Project Plans, Specifications, and Technical Provisions: Delete CONSTRUCTION NOTES on sheet 24 of 38 and replaced with the following: 4O CONSTRUCT SIDE DRAIN OUTLET STRUCTURE PER PLAN, PROFILE AND DETAILS ON SHEET 23. 12 CONSTRUCT 6' HIGH PVC COATED CHAIN LINK FENCE PER APWA STD. PLAN 600-1. 55 FURNISH AND INSTALL 20" WSP MANWAY PER CITY OF LONG BEACH STD. WDS-210 MODIFIED TO CITY OF HUNTINGTON BEACH REQUIREMENTS. SFURNISH AND INSTALL AIR -VAC PER CITY STD. 611, LOCATION PER DIRECTION OF WATER INSPECTOR. SFURNISH AND INSTALL 4" BLOW -OFF PER CITY STD. 608, LOCATION PER DIRECTION OF WATER INSPECTOR. This modification does not change the Engineer's Estimate or the Bid Opening date/time for this project. This is to acknowledge receipt and review of Addendum Number two, dated March 7, 2000. Me- 3-� ����C,__,, : 3!q�_ <Z�_� ---- Company Name �� By Date All bidders must acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Steve Krieger at (714) 536-5259. City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER THREE For Slater Channel Improvement Project CC- 1089 March 9, 2000 Notice To All Bidders: Please note the following clarifications and revisions to the project specifications: 300-4 UNCLASSIFIED FILL [Delete the second paragraph and replace with the following:]. Full compensation for transporting excavated material or import borrow and placing it as compacted fill shall be considered as being included in the CONTRACT bid price per CUBIC YARD for Compacted Fill (Unclassified Fill) compacted in place; and no adjustment for shrinkage, subsidence or any other allowance will be made therefor. [Delete the ninth paragraph and replace with the following:]. Full compensation for conforming to the requirements of Compacted Fill (Unclassified Fill) shall be considered as included in the CONTRACT unit price bid per CUBIC YARD, and no additional compensation will be allowed therefor. 213-2 GEOTEXTILES 213-2.2 Physical Properties [Delete the third paragraph and replace with the following:]. Geomembrane underliner shall be non -woven type I for application under concrete structures and non- woven type II for application under the riprap channel lining as specified by PFRD Standard Plan 1808. AD'ENDUM No. 3 CC- 1089 3-9-00 Page 2 of 2 The City is providing the following City of Huntington Beach Standard Plans for additional information: 606 608 612 613 614 Section 02510.1 This modification does not change the Engineer's Estimate or the Bid Opening date/time for this project. This is to acknowledge receipt and review of Addendum Number Three, dated March 9, 2000. CompanyName Date C 2- All bidders must acknowled-e the receipt of this Addendum xvith your bid proposal. Should you have any questions regarding this Addendum, please call Steve Krieger at (714) 536-5259. City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER FOUR For Slater Channel Improvement Project CC- 1089 March 10, 2000 Notice To All Bidders: Please note the following clarifications and revisions to the project drawings: Transverse joints for the concrete trapezoidal channel shall be spaced not to exceed 40 feet nor be less than 10 feet, measured along the centerline of construction. This modification does not change the Engineer's Estimate or the Bid Opening date/time for this project. This is to acknowledge receipt and review of Addendum Number Four, dated March 10, 2000. Company Name By -I `fa� Date All bidders must acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Steve Krieger at (714) 536-5259. THE AMERICAN INSTITUTE OF ARCHITECTS I ff AIA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, that we Mesa Construction Projects, Inc., 7150 Convoy Court, San Diego, CA 92111 (Here insert full name and address or legal lilli7 of Contractor) as Principal, hereinafter called the Principal, and American Casualty Company of Reading, ad - dress insert full name and or legal title o Surety) Pennsylvania, 1800 E. Imperial Highway, Brea, CA 92821 a corporation duly organized under the laws of the State of Pennsylvania 3s Surety, hereinafter called the Surety, are held and firmly bound unto City of Huntington Beach., 2000, Main Street, Huntington(Ije�e nt full name and address or legal title of Owner) Beach, CA as Obligee, hereinafter called the Obligee, in the sum of Ten Percent of the Amount Bid Dollars ($ 10% ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Slater Channel {fngrov�metit�s a (Here insert fu me, a ress an d�scn tion of protect) STA. 98+81.74 TO STA.164+37.45, Huntington Beach, CA NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 21st day of March " 2000 Mesa Construction Projects, Inc. / Principal) (Seal) C� t ne ) �� David P. Hof an,(TWbe President American y of Rea , Pennsylvania S ety eal) (Wit s) James P: S a , II, Attorney -in -Fact CAUTION: You should sign an original AIA doc ment h ch as this caution printed in red. An original assures that changes will not be obscured s may cur when documents are reproduced. AIA DOCUMENT A310 • BID BOND • AIA ® • FEBRUARY 1970 ED • THE AME INSTITUTE OF ARCHITECTS, 173S N.Y. AVE., N.W., WASHINGTON, D. C. 20006 1 POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT Know All Men By These Presents, That CONTINENTAL CASUALTY COMPANY, an Illinois corporation, NATIONAL FIRE INSURANCE COMPANY OF HARTFORD, a Connecticut corporation, AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA, a Pennsylvania corporation (herein collectively called "the CCC Surety Companies"), are duly organized and existing corporations having their principal offices in the City of Chicago, and State of Illinois, and that they do by virtue of the signature and seals herein affixed hereby make, constitute and appoint Jeffrey W. Cavignac, Robert R. Supple, James P. Schabarum 11, Michael R. Strahan, Individually of San Diego, California their true and lawful Attorney (s)-in-F act with full power and authority hereby conferred to sign, seal and execute for and on their behalf bonds, undertakings and other obligatory instruments of similar nature - In Unlimited Amounts - and to bind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of their corporations and all the acts of said Attorney, pursuant to the authority hereby given are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By -Laws and Resolutions, printed on the reverse hereof, duly adopted, as indicated, by the Boards of Directors of the corporations. In Witness Whereof, the CCC Surety Companies have caused these presents to be signed by their Group Vice President and their corporate seals to be hereto affixed on this 17th day of January 1 2000 CONTINENTAL CASUALTY COMPANY CrASUA�\ tNSURgrc� NATIONAL FIRE INSURANCE COMPANY OF HARTFORD COPPOFIArE i �, ` pprpggTf AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA JULY n, 9EALdy f= 190z A V 1897 � MAP�� b • Marvin J. Cashion Group Vice President State of Illinois, County of Cook, ss On this 17th day of January , 2000 , before me personally came Marvin J. Cashion, to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Chicago, State of Illinois, that he is a Group Vice President of CONTINENTAL CASUALTY COMPANY, NATIONAL FIRE INSURANCE COMPANY OF HARTFORD. and AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA described in and which executed the above instrument; that he knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed pursuant to authority given by the Boards of Directors of said corporations and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporations. "OFFICIAL SEAL" DIANE FAULKNER • Notary Pubk. Stalls of Inlnois • My ConwrJollon &pin• 9117ro1 My Commission Expires September 17, 2001 Diane Faulkner Notary Public CERTIFICATE I, Mary A. Ribikawskis, Assistant Secretary of CONTINENTAL CASUALTY COMPANY, NATIONAL FIRE INSURANCE COMPANY OF HARTFORD, and AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA do hereby certify that the Power of Attorney herein above set forth is still in force, and further certify that the By -Law and Resolution of the Board of Directors of each corporation printed on the reverse hereof are still in force. In testimony whereof I have hereunto subscribed my name and affixed the seals of the said corporations this 21St day of March 2000 CONTINENTAL CASUALTY COMPANY tiMSUgggcF �yn►noe NATIONAL FIRE INSURANCE COMPANY OF HARTFORD COWORArE 0,qT`o AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA 2 p = 5 IULY 11, 4 U SEAL 1697 � HAR�� b • � . Mary A. Ribikawskis Assistant Secretary (Rev.10/1 /97) Authorizing By -Laws and Resolutions ADOPTED BY THE BOARD OF DIRECTORS OF CONTINENTAL CASUALTY COMPANY: This Power of Attorney is made and executed pursuant to and by authority of the following By -Law duty adopted by the Board of Directors of the Company. "Article IX —Execution of Documents Section 3. Appointment of Attorney -in -fact. The Chairman of the Board of Directors, the President or any Executive, Senior or Group Vice President may, from time to time, appoint by written certificates attorneys -in -fact to act in behalf of the Company in the execution of policies of insurance, bonds, undertakings and other obligatory instruments of like nature. Such attorneys -in -fact, subject to the limitations set forth in their respective certificates of authority, shall have full power to bind the Company by their signature and execution of any such instruments and to attach the seal of the Company thereto. The Chairman of the Board of Directors, the President or any Executive, Senior or Group Vice President or the Board of Directors, may, at any time, revoke all power and authority previously given to any attorney -in -fact." This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company at a meeting duly called and held on the 17th day of February, 1993. "Resolved, that the signature of the President or any Executive, Senior or Group Vice President and the seal of the Company may be affixed by facsimile on any power of attorney granted pursuant to Section 3 of Article IX of the By -Laws, and the signature of the Secretary or an Assistant Secretary and the seal of the Company may be affixed by facsimile to any certificate of any such power and any power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such power so executed and sealed and certified by certificate so executed and sealed shall, with respect to any bond or undertaking to which it is attached, continue to be valid and binding on the Company." ADOPTED BY THE BOARD OF DIRECTORS OF AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA: This Power of Attorney is made and executed pursuant to and by authority of the following By -Law duly adopted by the Board of Directors of the Company. "Article VI —Execution of Obligations and Appointment of Attorney -in -Fact Section 2. Appointment of Attorney -in -fact. The Chairman of the Board of Directors, the President or any Executive, Senior or Group Vice President may, from time to time, appoint by written certificates attorneys -in -fact to act in behalf of the Company in the execution of policies of insurance, bonds, undertakings and other obligatory instruments of like nature. Such attorneys -in -fact, subject to the limitations set forth in their respective certificates of authority, shall have full power to bind the Company by their signature and execution of any such instruments and to attach the seal of the Company thereto. The President or any Executive, Senior or Group Vice President may at any time revoke all power and authority previously given to any attorney -in -fact." This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company at a meeting duly called and held on the 17th day of February, 1993. "Resolved, that the signature of the President or any Executive, Senior or Group Vice President and the seal of the Company may be affixed by facsimile on any power of attorney granted pursuant to Section 2 of Article VI of the By -Laws, and the signature of the Secretary or an Assistant Secretary and the seal of the Company may be affixed by facsimile to any certificate of any such power and any power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such power so executed and sealed and certified by certificate so executed and sealed shall, with respect to any bond or undertaking to which it is attached, continue to be valid and binding on the Company." ADOPTED BY THE BOARD OF DIRECTORS OF NATIONAL FIRE INSURANCE COMPANY OF HARTFORD: This Power of Attorney is made and executed pursuant to and by authority of the following Resolution duly adopted on February 17, 1993 by the Board of Directors of the Company. "RESOLVED: That the President, an Executive Vice President, or any Senior or Group Vice President of the Corporation may, from time to time, appoint, by written certificates, Attorneys -in -Fact to act in behalf of the Corporation in the execution of policies of insurance. bonds, undertakings and other obligatory instruments of like nature. Such Attorney -in -Fact, subject to the limitations set forth in their respective certificates of authority, shall have full power to bind the Corporation by their signature and execution of any such instrument and to attach the seal of the Corporation thereto. The President, an Executive Vice President, any Senior or Group Vice President or the Board of Directors may at any time revoke all power and authority previously given to any Attorney -in -Fact." This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company at a meeting duly called and held on the 17th day of February, 1993. "RESOLVED: That the signature of the President, an Executive Vice President or any Senior or Group Vice President and the seal of the Corporation may be affixed by facsimile on any power of attorney granted pursuant to the Resolution adopted by this Board of Directors on February 17, 1993 and the signature of a Secretary or an Assistant Secretary and the seal of the Corporation may be affixed by facsimile to any certificate of any such power, and any power or certificate bearing such facsimile signature and seal shall be valid and binding on the Corporation. Any such power so executed and sealed and certified by certificate so executed and sealed, shal! with respect to any bond or undertaking to which it is attached, continue to be valid and binding on the Corporation." CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT �.-. Na•ck4oe County of e* On March 21, 2000 before me, PENNY E. EDGELL, NOTARY PUBLIC Date Name and Title of Officer (e.g., "Jane Doe, Notary Public") personally appeared JAMES P. SCHABARUM, II Name(s) of Signer(s) impersonally known to me ❑ proved to me on the basis of satisfactory evidence to be the person" whose nameW is/XM(subscribed to the within instrument and acknowledged to me that he/r executed the same in his/ftWm& authorized capacity0M, and that by his/h signatureNf on the instrument the persorft or the entity upon behalf of which the person( PENNY E. EDGELL acted, executed the instrument. ' COMM. #1120807 n L) b� . . NOTARY PUBLIC-CALIFORNIA to WITNESS my hand and official seal. V SAN COUNTY i My Commission Expires DECEMBER 26, 2000 ignature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: El Individual Corporate Officer Title(s): Partner -- -:1 Limited ❑ General Attorney -in -Fact Trustee Guardian or Conservator Other: Signer Is Representing: RIGHT THUMBPRINT OF SIGNER .. of thumb here Signer's Name: Individual Corporate Officer Title(s): Partner — ❑ Limited ❑ General Attorney -in -Fact Trustee Guardian or Conservator Other: Signer Is Representing RIGHT THUMBPRINT OF SIGNER 0 1996 National Notary Association - 8236 Remmet Ave., P.O. Box 7184 - Canoga Park, CA 91309.7184 Prod. No. 5907 Reorder: Call Toll -Free 1-800.876.6827 Pi WHO Hsi SECTION C PROPOSAL for the SLATER CHANNEL IMPROVEMENTS From STA. 98+81.74 TO STA. 164+37.45 CASH CONTRACT No. CC-1089 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 180 working days, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY'S option, be considered null and void. Accompanying this proposal of bid, find in the amount of $ which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond", as the case may be). Bidder shall signify receipt of all Addenda here, if any: Addenda No. Date Received Bidder's Signa re q yy� C� C-2 PROJECT BID SCHEDULE - A (DSR) Sta. 101+13 to Sta. 126+47.95 :Item s.timate tem tunitpie.; Extended::.. No.. Quantity written in words Unit Price Amount 1 1 Mobilization of equipment and materials lump sum u) I ize2D 140"YLM FAR VA ""Dollars $ $ Z Per lump sum 2 1 lump sum Clearing and grubbing per plans and specs c@t jr/6U�J / , f ;� �� Dollars do $ �� 00 $ "5000 Cents Per lump sum 3 1 lump sum Dewateri�ng't of construction area per plans and specs cr fJ�� '�rsm�.p�&W Dollars �j $ EQQ Per lump sum 4 14504 cu yd Unclass�excavation per lanss and specs @ �'� / G(.�•%QL�- Dollars $ $33e, Cents t5! Per cu yd 5 1 Demolish & disposal of exist. PCC transitions and slope protection lump sum C F4-7 . V� C Dollars $ $ / F I ✓ Fe- *-A a7,?�1 .cxAtIo, Per lump sum 6 3066 cu yd Gravel base for PCC trap channel and transitions ^ n �� U ®��- H'�Dollars 00 $� Cents Per cu yd 7 683 cu yd Structure fill for PCC trap channel and transitions a / �1 / �1� Dollars � 0� S 3 Cents Per cu yd 8 8867 cu yd Compacted (non -expansive) per plans and specs u/liivr o dls'� Dollars ao $ 1.17 Q Cents Per cu yd 9 3100 cu yd Concrete for trap channel lining per plans and specs C L20 Dollars Oe $ Z// $ P 1 rz"?,� P OL-L- Per cu yd to 110 cu yd Concrete for transitions structures per plans and specs a i W 1) ri-V Dollars S� $ "` r Per cu yd C-1 as PROJECT BID SCHEDULE - A (DSR) Sta. 101+13 to Sta. 126+47.95 Item] Estimated Item:w><t unit price xten e No.: Quantity written in words Unit Price; Amount 11 2160 sq ft Constru ' concrete block wall per plans and specs d Dollars Cents Per sq ft 12 280280 Reinforcing steel bar for PCC trap channel and transitions lb @ .&el+ar�" $ .. 60 5 I fiT24 Cents Per lb 13 2875 sq ft Construct concrete block per sht. 18 and specs @/ Dollars $ $ Cents Per sq ft 14 1 Restrip street per plans and specss�� lump sum cr iy'1ZT1WAA— "�, Dollars $ $ x--SIIY� t►7k Per lump sum 15 8295 sq yd Filter Fabric- Type I per plans and specs @ Dollars �p $ _•- •� $ Cents Per sq yd 16 9580 sq yd Filter Fabric- Type II per plans and specs cD Dollars p 6r, g6 Cents Per sq yd 17 5 each Construct side drain perssht. 23; Detail A -A n !7 / I �� Tt �i Dollars C $✓� Cents Per each 18 2610 lin ft 6' high chain link (pvc coated) fence per plans and specs cr �j bf-1" 1�jli/ Dollars 0 $ M, u $ .PWTI Per fin ft 19 4 each 6' high x4' wide chain link (pvc coated) gate per plans and specs n t tUZ.— Dollars t>o $ S-0 $ /7W Per each 20 2 each 6' high x 12' wide chain link (pvc coated) gate per plans and specs Dollars $ God $ >Z oo Per each .70 A C-2 as PROJECT BID SCHEDULE - A (DSR) Sta. 101+13 to Sta. 126+47.95 Item No Estimated:temwitun Quantity:: prie< written in :words > Unit Price` xten e Amount 21 1 Shoring per plans and specs lump sum cr T�-r>�v(�� 7 e T" � Dollars $ $ �? Per lump sum 22 60 sq ft Construct PCC sidewalk per plans and specs @ 1 Dollars b� $ ODL� $ 6 Cents Per sq ft 23 45 fin ft CoZNucpC curb & gutter per plans and specs r �1 u a Dollars $ $ 3 Cents Per lin ft 24 1 Traffic control per plans specs lump sum 'and -,r��, C �O�Y ~ to an ; 6 t l� YT Dollars $ $ .__GeMtT_ Per lump sum 25 1 each R&R 2" air vac per plans and specs �%� tl� C � T(1/4164 Dollars $ eo Cents Per each 26 1 each R&R 4" pressure relief assembly per plans and specs c gr UA i W,) « Dollars OV $ �d Cents Per each 27 1 each Construct PCC drive approach per plans and specs n �C56A (I,1AA5' TV Dollars 6� Cents Per each 28 1 each Construct PCC curb ramp per plans and specs « ��% � �%� � Dollars l A� $ E/ 4% 60 $ 14' ' Cents Per each 29 1 lump sum Protect existing utilities in place as required by plansand specs a �`1 ��� OAF fLyL��= Dollars y �d) Cents Per lump sum 30 2 each Construct side drain peerr'sht. 23; Detail D-D c� �/ YT /IV`& AW_b Dollars Cents Per each C-3 as PROJECT BID SCHEDULE - A (DSR) Sta. 101+13 to Sta. 126+47.95 .Item shmate tem wit unit price Extended No Quantity: written m words : UniYPrice' Amount 31 3 each Construct ide drain peerrssht. 23; Detail /H-H u Dollars $ $ �f✓ Cents Per each 32 1 lump sum Landscape area per plans and specs n ��� � )Do Itars tv $ ` $ ! �� Cents Per lump sum 33 14 each Rainbird 1812-SAM-VANAA,�nozzle AA a ��1/vyY �_� Dollars $.5c, $ �D Cents Per each 34 1 each 10' (D.T.H.)�Qaueen palm per plans and specs n �/W .latt4WD Dollars p tom, Cents Per each 35 7 each 5 gallon vines perplans and specs @ CL� Ai�� �� Dollars��- � C� Cents Per each 36 5 each 1 gallon s ub(per plans and specs !c ) Dollars $� Cents Per each 37 285 cu yd Class A to soil per plans and ecs I ) Dollars $ / `�• / $ cy Cents Per cu yd 38 15 each 5 gallon shrub per plans and specsfi a/Vt� l �' �Y' Dollars $ Cents Per each 39 2 each 12' (D.T.H.)Queen palm per r plans and specs a 4 &E i r ' Dollars �,► $ /Ayo $ rAO J Cents Per each 40 760 In ft 2" class 315 PVC irrigation line per plans and specs u Dollars Cents Per In ft r r C-4 as PROJECT BID SCHEDULE - A (DSR) Sta. 101+13 to Sta. 126+47.95 Item No < sttmate Quantity:;;; tem wit unit price wrttten in words .. Unit,Price' xten e Amount 41 30 In ft 1" SCH 40 PV//C�� irrigation line per plans and specs u `�l 0< Dollars ri L/ Cents Per In� �® $ $ j 42 70 In ft 3/4" SCH,!�,PVC irrigation line per plans and specs 0 Dollars Cents $ $ Per In ft 43 4 cu d Y Ground cover(Freewaychips)) per plan (��nd specs u PA.I s`!it �Jr le �r f G��/ Doll �%� s $ $ �� Cents Per cu. yd 44 1 each 6 station 1130C battery operated irri ation���c�,o/ntroller a IV %�]�� NDollars $ � $ Q' Cents Per each 45 1 lump sum # 14 remote control w' a to opeerpraat�tee�6 valves + common C L�S'J� Dollars $ $ . r Cents Per lump sum 46 1 each Rainbird quick cou ler Q`C-440,,( ���i C IV�� �i�"�l^' `�-�6io-TyDollars $ 1 � , _52) j Cents Per each 47 I each Griswold 220000 series re ote control valve @� /� � IMVI;��QWXDollars $ 770 $ 7e Cents Per each 48 18 ton A. C. pavement per plans and specs a C/ QM�4?0 —Dollars Cents $ ®c Per ton �a Total Amount Bid Schedule A in Figures: $ Z..3c'q 1 %6� Total Amount Bid S he e in Words: llL(Ocv� C-5 as PROJECT BID SCHEDULE - B (HMGP) Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 1 I Mobilization of equipment andmaterials lump sum n ]rL a �fj 4waw9 7 Dollars $ $ Per lump sum 2 1 lump sum Clearing anI.Cr rubbinplans and spneres @ % )1� Dollars $ $ Cents Per lump sum 3 1 lump sum P Dewateerrriing of construction area per plan rid specs @ /NDollars � y�c $ �j� $ ���d M! 0 Cents Per lump sum 4 23396 cu yd Unclassified excavation per plans and specs @ %r�`�" y� Dollars Cents $ Per cu yd 5 1 Demolish & disposal of exist. PCC box, transitions and slope protection O lump sum @ 770V`% f!i/Gc�L. VYIZ, S141A"%Dollars $ $ 3 Per lump sum 6 2758 cu yd Gravel base for PCC Box, trap channel and transitions @� * Dollars 2©(� $ bg l 7 Cents Per cu yd 7 4315 cu yd Structure fill for PCC box, trap channel and transitions; @ Vrr �1 t-� Dollars $ Y7 $ Cents Per cu yd 8 5903 cu yd Compacted fill (non -expansive) =nlans and specs @ :: VT—" 2 l iCkn Dollars g0 $ $� Cents Per cu yd 9 1748 cu yd Concrete for trap channel lining per plans and specs Dollars eo $ $ 0 plats Per Per cu yd 10 160 cu yd Concrete for transitions structures per plans and specs @ "—" $ /Lr /�/ Dollars $ Z % $ y o� Per cu yd .M 4 V M C-1 bs PROJECT BID SCHEDULE - B (HMGP) Item No. Estimated Quantity Item with unit price written in words Unit Price Extended Amount 11 540 cu yd Concrete for double 7.5'x12' box per plans and specs g�oCx @ 1z � — Dollars $ � $ ,.-Gents— Per cu yd 12 236720 Reinforcing steel bar for PCC box, trap channel and transitions Cents Per lb 13 992 sq ft Constructconcrete block per sht. 18 and specs a / / (%sw- Dollars $ - Cents Per sq ft 14 2716 tons Construct Riprap per plans and specs @ �/ ?� r lyl Dollars $ q $ / ®e! .L4atfi_ Per tons 15 8085 sq yd Filter Fabric- pe I per plans and specs @ Dollars Cents �Q f $ _ $ l 70, Per sq yd 16 12825 sq yd Filter Fabric- Type II per plans and specs u / GL1 0 Dollars � $ ,2 -_ $� Cents Per sq yd 17 5 -A Construct side drain per sht. 23; De�ollars ,each a Cents Q $ 3sbo $ 4_ Per each 18 2310 fin ft 6' high chain link (pvc coated) fence per plans and specs a P 4,6! jr f' Dollars $ /Y U $ 5D Per lin ft 19 4 each 6' high x 4' wide chain link (pvc coated) gate per plans and specs a FJ(I7= #4*V1&r'V Dollars Per each each e;V $ 'V-� $ 8� 20 4 each 6' high x 12' wide c�hai'nlink (pvc coated) gate per plans and specs r� S% X /1'tt g-Fso Dollars !L $ � $ _.Cents'^ Per each C-2 bs PROJECT BID SCHEDULE - B (HMGP) Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 21 2 each 6' high x 15' wide chain link (pvc coated) gate per plans and specs a %-%�Z /7'"'t'90 Dollars q $ lwrts� Per each 22 480 ton A. C. pavement per plans and. specs a _<J !� Dollars C f $ C Gam. $ Cents Per ton 23 790 ton Aggregate base per plans and�specs u) �`op6) / (: 415 Dollars bpi $ $ ��� Cents Per ton 24 300 sq ft Construct PCC sidewalk per plans and specs u —29,v Dollars 60 $ $ Cents Per sq ft 25 52 lin ft Construct PCC curb & gutter per tans and specs n , YFA I LI Dollars $ $ � GC/ Cen is Per lin ft 26 1 lump sum Traffic control per plans and specs (� %Z►�-% SI�` 2YVG5(-+ 0 Dollars �2 $ _ $ y� C-ents— Per lump sum 27 1 lump sum Protect existing utilities in place as recLuired by ��plaans{ and specs n %L` l� yam!! Dollars CP , $ d6e $ Cents Per lump sum 28 1 Restrip street per plans and specs lump sum a Dollars $ $ 700 Per lump sum 29 1 each Construct P C drive approach per plans and specs / /ff ,�� n �Gf'L�/�Y7�y Dollars $ p® Cents Per each 30 1 each Constru t>PCC curb ramp per pl s and specs n� '6410- , Dollars $ $ Cents Per each C-3 bs PROJECT BID SCHEDULE - B (HMGP) Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 31 1 R&R 12" water main and appurtenances per plans and specs lump sum a77/2rm'25— Dollars $ $ t%l���eate— Per lump sum 32 1 R&R 42" water main and appurtenances per plans and specs lump sum cnry�G%/Dollars $ pam $ 747 jX 46941- Seats Per lump sum 33 1 Dewater & chlorinate 42" water main per plans and specs lump sum a %T7wq� Dollars $ $ Per lump sum 34 2 each Construcljide drain per sht. 23; Detail 13-13 nu, �"(MpmDollars + r $ _ $ �Q0 Cents Per each 35 1 each Construct side drain per skit. 23; Detail - of G Dollars $ 700 Ct $ !F� ®b Cents Per each 36 1 each Construct si a drain per sh ;3; Detail - (� t ��JDollars $ . 0v $ r�- v Cents Per each 37 1 each Construct si a drain per sht. 23; Detail f -F cr Dollars $_ $ Cents Per each 38 1 each Construct side drain per sht.23; Detail G-G a j��[�L{,r Dollars $ : Q� $� Cents Per each 39 l each Construct side drain per sht. 23; Detail H-H /04�01)ollars Os $ wo $ Cents Per each 40 1 lump sum Landscape area per plans and s ecs rr J�yL1` "' %�`W �lrt/�' Dollars B® $ �M $ V� ` Cents Per lump sum C-4 bs PROJECT BID SCHEDULE - B (HMGP) Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 41 1 Shoring per plans and specs lump sum Dollars $ $ r:at� Per lump sum 42 150 Install 6" irri a ion sleeve per std. f In ft @ Dollars $ Zo $ ,54)6P Cents Per In ft 43 21 each Rainbird 1812-SA,(MNAAAN'�nozzle C� W t�% 7 l� Dollars 8� $ Cents Per each 44 1 each 15, (DI//OJTj/ram/—"j` Queen palm perplans and j(spp��ecsw���1�J%��s�\) J l �/'7 Y-� �''V e� n � Dollars p $ �� .�. a $ Cents Per each 45 10 each 5 gallon vines per pl n and specs u� /l.'T�- ' " �����" ��1� / Dollars $ _ p $ o Cents Per each 46 10 each 1 gallon ub per plans and specs cr 7-Dollars �1 $ 66 1 bC $ aytp Cents Per each 47 285 cu yd Class A top soil per plans and specs u ` % ( Dollars $ Q,p $ Cents Per cu yd 48 54 5 gallons rub per plans and specs 6p Tp each cr Dollars $ $ Cents Per each 49 2 each 12' (D.T.H..)) nQuueeeen palm }per plans and specs ��p u� �i/�Q'� � wkd oyu� Dollars �y►� �, $ (ivi $ d Cents Per each 50 2 " cu yd Concrete for restraining col r (anchor ring) per plans and specs cr Yfll/Z ��/'V Dollars 60 $ ,- $ 40- Cents Per cu yd i C-5 bs PROJECT BID SCHEDULE - B (HMGP) Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 51 180 lb Reinforcing steel bar for restraining collar n Dollars � $ CIO $ Cents Per lb 52 1 each Constr t manway manhole per plans and specs p�� « i1 ��a�`"�'Dollars $ $ Cents Per each 53 60 lin ft 2" class 315 PVC irrigation line per plans and specs cr Dollars $ $ Cents Per lin ft 54 100 lin ft 1" SCH 40 PVC irrigjition line per plansann Zecs cr Dollars O $`� 0� r Cents Per lin ft 55 90 lin ft 3/4" SCH 40 VC irrigation line per plans and specs « nct' Dollars $ 60 $ Cents Per lin ft 56 22 cu yd Ground cover (Freeway chips) per plans and specs a/"��l//V�Lf� .�/�►%% Dollars �0 $ ` $ Cents Per cu yd 57 1 each 6 station 1130C battery operated irr' ation controller n l��J Dollars A� $ C pa $ _+— Cents Per each 58 1 lump sum # 14 remot control wire to operate 6 valves + common C 1/01LIa AO Dollars $ S o5 �0 $ Cents Per lump sum 59 1 each Rainbird quick cou I r QC-40 « �/t�� N�'� Dollars , $ $ Cents Per each 60 2 each Griswold Q2000` soeriiees'rAo�ntrrooll valve 2" ize crT t/_1/yf < � Ilars '%�;cc $ 7L(�_ $ Cents Per each C-6 bs PROJECT BID SCHEDULE - B (HMGP) Item No. Estimated Quantity Item with unit price written in words Unit Price Extended Amount 61 2 each 24" box tr a per plans and specs C 7At W r Dollars Cents „ — . $ ��> $ Per each 62 Not Used a Dollars $ $ Cents Per 11 Total Amount Bid Schedule A and Bin Figures: $ I-" Iq / 7 7y "= 11 II Total Amount Bid Schedule A and Bin Words: Fit,, n�i �, _,bum M--fF_ II fE NOTE: The contract will be awarded to the lowest responsible bidder, based on the total combine additive bid proposals received. Bid additives are for cost accounting purposes only and shall not b considered separately in determining the lowest responsible bidder. Substitutions for cost reductio purposes may be considered for possible material substitutions at the full discretion of th ENGINEER only after the lowest responsible bidder has been determined. F02- pv&A"*� C-7 bs 1 LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subCONTRACTOR who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid and the portion of the work to be done by such subCONTRACTOR. Portion of Work Name and Address of SubCONTRACTOR State License Number Class trc�?r.Cc CW S7-ru P P/u� By submission of this proposal, the Bidder certifies: 1. That he is able to and will perform the balance of all work which is not covered in the above subCONTRACTORs listing. 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subCONTRACTOR for this project. C-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of Orange /-A2S Gt;VA'l , being first duly -sworn, deposes d says that he or she is ��/ &A-11 el--� of he party making the inte foregoing bid that the bid is not made in the rest 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. A-�T Name of Bidder Signature of Bidder /Z A) Address of Bidder /7�©0 Subscribed and sworn to before me this ';0 day of z�2, 2000. NOTARY PUBLIC C-4 MM RM txmnhlon/1191217 .�,® NaRayFlt�c—CaYfarrp MVCa =2oot NOTARY SEAL 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 SLATER CHANNEL IMPROVEMENTS, between STA. 98+81.74 and STA. 164+37.45, (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. Date: —3 2 — 2Q A 62 1 � / E: G , I r,- CONTRACTO By . Title C-5 . , DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violati6ti of law or a safety regulation? ❑ Yes No If the answer is yes, explain the circumstances in the space provided. Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code, each CONTRACTOR to whom a public works contract has been awarded shall sign the following certificate. I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. Date: ?2� , - 204ad 14/K _ CONTRACTOR 1 7 _ Title C-7 r r 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 �Z— B Title Date: a �A' 'V/�- Note: This form is required for every Dig Alert Identification Number issued by U.S.A. during the course of the Work. Additional forms may be obtained from the AGENCY upon request. C-8 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Bidder Name lz & • �En!c� Business Address City, State Zip Telephone Number State CONTRACTOR's License W and Class/ - Original Date Issued Date The work site was inspected by & 1AW2�, l our office on -� �?o , 2000. The following are persons, firms, and corporations having a principal interest in this proposal: C-9 The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. Signature of Bidder Printed or Typed Signature Subscribed and sworn to before me this a© day of M "614 NOTARY PUBLIC 2000. r,�1sv aaaerarr� COnln1lf11an/1131217 N*xyrlblc—Cant mb lay a,o" Canty My Caren rVkW May i. 2W 1 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: 3. Name and Address of Public Agency Name and Telephone No. of Project Manager: p J g nn 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 Telephone No. of Project Manager: � (? 4 P 7_ x2 t Amount Type of Work Date C-10 ri City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER ONE For Slater Channel Improvement Project CC- 1089 March 1, 2000 Notice To All Bidders: Please note the following revision to the Project Plans, Specifications, and Technical Provisions: Per sheet 1A of 38 Construction Note number 55 shall be deleted and replaced with the following: Furnish and install 20" access manhole per City detail, and shall be read accordingly on all applicable sheets. This modification does not change the Engineer's Estimate or the Bid Opening date/time for this project. This is to acknowledge receipt and review of Addendum Number dated March 1, 2000. Company Name By :;, Date All bidders must acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Steve Krieger at (714) 536-5259. I InIS-C! r-GCJlJYJ 1J• JJ rIU1V 1 114u 1 V114 oCHti..rl r ' 1 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER T1NC? For Slater Channel Improvement Proiect CC-1089 March 7, 2000 Notice To All Bidders: f14 .:Jf4 1JfJ r'.k71/U1 Please note the following revision to the Project Plans. Specifications, and Technical Provisions: Delete CONSTRUCTION NOTES on sheet 24 of 38 and replaced with the following: CONSTRUCT SIDE DRAIN OUTLET STRUCTURE PER PLAN, PROFILE AND DETAILS ON SHEET 23. 12 CONSTRUCT 6' HIGH PVC COATED CHAIN LINK FENCE PER APWA STD. PLAN 600-1. 55 FURNISH AND INSTALL 20" WSP MANWAY PER CITY OF LONG BEACH STD. WDS-210 MODIFIED TO CITY OF HUNTINGTON BEACH REQUIREMENTS. 56 FURNISH AND INSTALL AIR -VAC PER CITY STD. 611, LOCATION PER DIRECTION OF WATER INSPECTOR. 57 FURNISH AND INSTALL 4" BLOW -OFF PER CITY STD_ 608, LOCATION PER DIRECTION OF WATER INSPECTOR. This modification does not change the Engineers Estimate or the Bid Opening datettime for this project. This is to acknowledge receipt and review of Addendum Number two, dated March 7, 2000_ Company Name By -5~ Date All bidders must acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Steve Krieger at (714) 536-5259. TOTAL P.01 Notice To All Bidders: City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER THREE For Slater Channel Improvement Project CC- 1089 March 9, 2000 Please note the following clarifications and revisions to the project specifications: 300-4 UNCLASSIFIED FILL [Delete the second paragraph and replace with the following:]. Full compensation for transporting excavated material or import borrow and placing it as compacted fill shall be considered as being included in the CONTRACT bid price per CUBIC YARD for Compacted Fill (Unclassified Fill) compacted in place; and no adjustment for shrinkage, subsidence or any other allowance will be made therefor. [Delete the ninth paragraph and replace with the following:]. Full compensation for conforming to the requirements of Compacted Fill (Unclassified Fill) shall be considered as included in the CONTRACT unit price bid per CUBIC YARD, and no additional compensation will be allowed therefor. 213-2 GEOTEXTILES 213-2.2 Physical Properties [Delete the third paragraph and replace with the following:]. Geomembrane underliner shall be non -woven type I for application under concrete structures and non- woven type II for application under the riprap channel lining as specified by PFRD Standard Plan 1808. A4NDUM No. 3 1CC- 1089 3-9-00 Page 2 of 2 The City is providing the following City of Huntington Beach Standard Plans for additional information: 606 608 612 613 614 Section 02510.1 This modification does not change the Engineer's Estimate or the Bid Opening date/time for this project. This is to acknowledge receipt and review of Addendum Number Three, dated March 9, 2000. Company Name By S -- 2®�- Date All bidders must acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Steve Krieger at (714) 536-5259. ..� �. • iV �VVV J. w/ V../ v,J City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER FOUR For Slater Channel Improvement Pro'ect CC- 1089 March 10, 2000 Notice To All Bidders: Please note the following clarifications and revisions to the project drawings: Transverse joints for the concrete trapezoidal channel shall be spaced not to exceed 40 feet nor be less than 10 feet, measured along the centerline of construction. This modification does not change the Engineer's Estimate or the Bid Opening date/time for this project. This is to acknowledge receipt and review of Addendum Number Four, dated March 10, 2000. Company Name By All bidders must acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Steve Krieger at (714) 536-5259. TOTAL P.01 IN �v { " .1 . - +�" .. - - •_ - � ? w ' -. �'"'r' 2 o nix t it .r -�;jw,. o,. .. - ♦ 4 'YrS,•� dsFA The Honorahle Ma a .- Council Y©r and Members 2000 Main Huntington Beach; ° the , r Street Huntington,Bea h .:r r Project: c Ca 92648 t " Slater Channel Improvements �. _ STA. 98+81.74 from - to STA. 164+37.4 t g ' �- ,. , , Bid Date: 3/21 j00 r 2:00pma SECTION C PROPOSAL for the SLATER CHANNEL IMPROVEMENTS From STA. 98+81.74 TO STA. 164+37.45 CASH CONTRACT No. CC-1089 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 180 working days, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 14 t r t 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� &n al 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 o. Date C-2 PROJECT BID SCHEDULE - A (DSR) T Sta. 101+13 to Sta. 126+47.95 k Item .: st>Imate temw><t :;unit:price Extended No Quant>tty ' written in words ' Unit Price:: Amount 1 1 lump sum nt a_Qarils Mobil tion of Apt-71, (r`Dollars q4 $ C Cents Per lump sum 2 1 Clearing and grubbing per plans and specs lump sum chi (.(% +KOIA. $(.lAA_C.t_--' Dollars $Ao $ A0 DIED.ov C /k� Cents Per lump sum 3 1 Dewateri�con truction area per plans and sepiecs lump sum a .tl 011ars $ e^ /'��ss6�Jf7),� $ oi/ S o `—}l.b Cents Per lump sum 4 14504 Unclassified excavation per lans and specs cu yd `nu, Dollars $ e ?a' ""D $C;t r ,pt �►� +p Cents Per cu yd 5 1 Demolis & disposal of exist. PC.CC transitions and slope protection lump sum n 1 L. J11 US" Dollars k0 Cents Per lump sum 6 3066 Gravel base for PCC trap channel and transitions cu yd a �� x y' Dollars $ 60,off $193i96 ,tb `---�0 Cents Per cu yd 7 683 Structure till for PC trap channel and transitions cu yd ' f _ Dollars n $ 35.0D $ p�o3,9OS.� U^ Cents Per cu yd 8 8867 Compacted fill (non -expansive) per plans and specs cu yd cr, % Dollars $ 40'" ,r $J�SY -Ub Cents Per cu yd 9 3100 cu yd Concret or trap ch nnel linin per plans an specs cs C�4ollars $ 130.0T $ 4D3,0D0,yb Cents Per cu yd 10 110 cu yd Concrete for transitio s structures per plans and s ecs a I� Dollars ' I n $ ` 9C)' 0 C a $-SdL $04D,M T --- Cents Per cu yd C-1 as �PROJECT BID SCHEDULE - A (DSR) t Sta. 101+13 to Sta. 126+47.95 .Item stimate tem;wit ;unit price Extended.. No. Quantity.: written in words un►t Price: Amount 11 2160 sq ft Construct 6' concrete bl ck wall per plans and specs n Dollars Cents�l Per sq ft 12 280280 lb Reinforcing steel bar for PCC trap channel and transitions n Dollars $/-�{f✓V/ Cents Per lb 13 2875 sq ft Construct concrete block per -sht. 18 and specs n �-� ✓�— Dollars $A0. eo 1� $ p , T- --�- Cents Per sq ft 14 1 lump sum Restri eFt p r tans an ecs cr 7/ �Dollars $ ( $ 8 TQr �— Cents Per lump sum 15 8295 Filter Fabric- Type�I per and specs sq yd nplans n C= ► '� Dollars f $ !' 3 Q A p $ U 7d 3,.5 Cents Per sq yd 16 9580 Filter Fabric- Type 1I per plans and specs sq yd a ( _ Dollars $(�_ Cents Per sq yd 17 5 each Construct side drain per �Letail-B A' -A_ (- �� Dollars Q $ Cents Per each 18 2610 6' high chain link (pvc coated) fence per plans and specs lin ft n Dollars $ jig. $ Cents Per lin ft 19 4 each 6' high x4' wide chain link (pJJvc/I coated) gate per plans and specs n 1 /�"l�Iti Dollars r $ V a�� �� Q,61 ----- Cents Per each 20 2 6' high x 1122' wide chain Iiink (pvc coated) gate per plans and specs each a Cy'rl�(� 1 'r� 67A Dollars Cents Per each C-2 as 1 PROJECT BID SCHEDULE - A (DSR) Sta. 101+13 to Sta. 126+47.95 Item No Estimated.:: Quantity tem.wit :un>It;price written in words Unit Pace: xten e Amount 21 1 lump sum Shoring per plans and specs @yw�- P�� 2 ��(_G� Dollars Cents $I�4DI $ , Per lump sum 22 60 sq ft Construct PCC sidewalk per plans and specs @ ��,�iC Dollars Q $ 0 r jQ $ �— Cents Per sq ft 23 45 lin ft Construct PCC curb & gutter per plans and specs @ &t.-- Dollars Cents $ (ao $r 74d 0a Per lin ft 24 1 lump sum Traffic control per plans and specs j f/'"tT-1 -.5�� Dollars $ '1 $ S &I_W.d3 Cents Per lump sum 25 1 each R&R 2" air vac per plans nd specs �Q cr `\� /, l�C. �"v(.C�Y Dollars $ �/�� tx�. 4� $ Wd --- Cents Per each 26 1 each R&R 4" pressure relief as mbly per plans and specs cr ��.�_ Dollars $ $ d • 6-b Cents Per each 27 1 each Construct PCC drive approach per plans and specs Ot-t-'ed Dollars $ OL9, $ —"' Cents Per each 28 1 each Construct PCC curb lamp per pla �and ecs �/ « ��/I Dollars Cents $ 4 `/ $ Tdd . n Per each 29 1 lump sum Protect existing utilities i place as required by plans and specs « w �� X 7 Dollars Cents $ 6n, $ �OD Per lump sum 30 2 each Construct side drain per sht. 23; Detail D-D Dollars SA��` 60 Cents Per each C-3 as J. PROJECT BID SCHEDULE - A (DSR) Sta. 101+13 to Sta. 126+47.95 Item Estimated tem;w►t :unfit price Extended.. No Quantity` written in words Unit Price Amount 31 3 each Construct�si(de,,drain per s t. 23; Detail H-H u�/uL�y _ �� Dollars $30290, 07) $ 02" t Cents Per each 32 1 lump sum Landscape area per plans and specs @SuA _" T-�Qi1C. Q �� Dollars $ /76-00V $ Cents Per lump sum 33 14 Rainbird 1812- AM -VAN nozzle each ce f Dollars $ Cents Per each 34 1 10' (D.T.H.) Queen palm per plans and specs each c 5� (�/CF� GC Dollars - r- $ $ 0A b Cents Per each 35 7 5 gallon vines per plans and specs each cr Dollars $ ��. oz� Cents Per each 36 5 1 gallon shrub per plans and specs each !� 7L4 ", Le Dollars $tea. J*I $ Aeo' 'M Cents Per each 37 285 Class A top soil per plans and specs cu yd u ` Dollars $s2), 6P $ Cents Per cu yd 38 15 5 gallon shrub per plans and specs , each n Dollars $-;?5 , n $�� �— Cents Per each 39 2 12' ( FH.) Queen pal per plans specs each �and U/k!�-�u�94 ollars $ 7S;6 $ Cents Per each 40 760 2" class 315 PVC irrigation line per plans and specs In ft cc Dollars Cents Per In ft C-4 as PROJECT BID SCHEDULE - A (DSR) Sta. 101+13 to Sta. 126+47.95 42 70 In ftV 3/4" SCH 40 PVC irrigation Lline per , plans and specs c-e�-�_� Dollars $ `,' $'"f c'7� Cents Per In ft 43 4 cu yd Ground cover (Freeway chips) er plans and specs u) Dollars $ S , $ Cents Per cu yd 44 1 each 6 station 1BOC battery o erated irrigation controller n / olt.SA_,�-j Dollars Cents $CQe_M•d'y Per each 45 1 lump sum # 14 re to con roI %vire,to operate 6vaIves + common @ - / Dollars $��• Al $ V�. a Cents Per lump sum 46 1 each Rainbird uick coupler QC-40 cr Dollars $ C�-Q, DJ $ C> 0, Cents Per each 47 1 each Gri Id 2000 series remote control valve 2" size c cl� �Pollars $ /• djj $ Cents Per each 48 18 ton A. C. pavement per pans an specs a Dollars $ � $ LA 00,OD Cents Per ton Total Amount Bid Schedule A in Figures: $ l s(Q . '0 , Total Amount Bid Schedule A in Words: • ! n III C-5 as PROJECT BID SCHEDULE - B (HMGP) I Item Estimated Item with unit price Extended No. Quantity mritten in words Unit Price Amount 1 1 sum Mobilization of a p�anmateri*lump a ��Uo'llars $ C1 $ Cents Per lump sum 2 1 lump sum Clearing and rubbing per plans aud specs ,Q @ /�'i" "'CAL. Wf Dollars $ 61MOD $ 0M aD Cents Per lump sum 3 1 Dewatering of construction area er plans and specs lump sum I @ 7 �4 Dollars $Aj O6 $ /C�U7113 •"T �— Cents Per lump sum 4 23396 Unclassified excavation per plans and specs cu yd @ �_�_Dollars Cents Per cu yd 5 1 lump sum Demolish &,disposal of exis{. PCC box, tran itions and slope protection @� ollars $ $ Cents Per lump sum 6 2758 cu yd Gravel base for PCC Box, trap channel and transitions @ /�V Dollars $ l Cents Per cu yd 7 4315 Structure fill for PCC box, trap cha nel and transitions cu yd @ Dollars $ $ Cents Per cu yd 8 5903 Compacted sive) per plans and sp cs cu yd a Dollars / [/ Cents Per cu yd 9 1748 cu yd Conc for tra channel lining per plans and specs .. r — liars /fir $ / s1J ^ $�3�.s,' 4?lj -`_ Cents Per cu yd 10 160 cu yd Concre a for transitio s structures per plans and specs @ Dollars 77 $JJQ,B6 � �, ,, $ y ;1 U Ci t7— f 1� Cents Per cu yd C-1 bs PROJECT BID SCHEDULE - B (HMGP) Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 11 540 Concrete for double 7.5'xl 'box per plans and specs cu yd @ Dollars �4_ 6u �+, $ (/ �, 441 Cents Per cu yd 12 236720 Reinforcing steel bar for PCC box, trap channel and transitions lb cr `�— �'" Dollars $ t Cents cz> Per lb ( / 13 992 sq ft Construct c crete block per sht. 18 and specs u)/�p Dollars �"-- Cents Per sq ft 14 2716 tons Construct Riprap per plans and specs i @ I Dollars $$C_,-Cho ✓ ' _- -- Cents Per tons 15 8085 Filter Fabric- Type I per plans and specs sq yd @ ��� Dollars $ Oyy7- t $ 76 Cents Per sq yd 16 12825 Filter Fabric- Type II per plans and specs sq yd @ ��( Dollars $ a $-AS6 5-2) Cents Per sq yd 17 5 each Cons�p4ct side drain per t. 23; Detail A -A cr L G Dollars $ Cents Per each IS 2310 lin ft 6' high chain link (pvc coated) fenc per plans and specs u Dollars $ ,e $ Cents Per lin ft 19 4 6' high x 4' wide ch i�Iik vc coated) gate er plans a d specseach cr J�.,�OLQ= liars $ J (/ I Cents Per each 20 4 6' high x 12' wide ch ' link (pvc coated) gate per plans and specs each Dollars $ $ Cents Per each P2 C-2 bs PROJECT BID SCHEDULE - B (HMGP) Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 21 2 6' high x 15' wide chain link (pvc coated) gate per plans and specs each kL4Dollars $ /� $rp ,��_ Cents Per each 22 480 ton A. C. pavement per plans an specs r C ---� Dollars - / 9 r $ 0 J , $ yaT �-- Cents Per ton 23 790 ton Aggregate bas per plans and specs C U Dollars $ V vu $oZ7 ZQ Cents Per ton 24 300 Construct PCC sidewalk per plans and specs sq ft nip Dollars $ $� Cents j �( Per sq ft 25 52 lin ft Construct PCC curb & utter per plans and specs u Dollars $ .e Cents Per lin ft 26 1 lump sum Traffic co tro per plan and specs u� ,A r r Dollars $ $ Cents Per lump sum 27 1 lump sum Protect existing utilities in la a as required by plans and specs n A Lu _ Dollars $ $ /iO�l•-- �— Cents Per lump sum 28 1 lump sum Restrip street per pl ns a ecs�, « - 01�4 f olrs $YF6 0 — $0101 �— Cents Per lump sum 29 1 Construct PCC drive appro ch per plans and specs each n �(,t Q ",_.-e _ Dollars $ $ % r-- Cents Per each 30 1 Construct PCC c rb ramp pe plans and specs each a UP, Dollars $ % c Cents Per each C-3 bs PROJECT BID SCHEDULE - B (HMGP) Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 31 1 Jump sum ena ces per plans and specs R&R 12" water main a d appurt-�Z « Dollars $Ya, Cents Per lump sum 32 1 lump sum R&R 42,"" water main dd appurtenances plansand specs @ t' " e "` _ '_G`� �""� ollars $ --- entsGe Per lump sum 33 1 Dewater & chlorinate 42" water main p plans and specs lump sum a � CA ollars $ 76 $ 1 ,02)�) Cents Per lump sum 34 2 Construct side drain per sht. 23; Detail B-B each @ Ilars $ Cents Per each 35 1 each Construct side drain per sht. 23; Detail C-C « �- ollars $, $(� --- Cent Per each 36 1 Construct side drain per sht. 23; Detail -E each n Ilars 0-3 '" $�� �— Cents Per each 37 1 each Construct side dr�ain er sht. 23• Detail F-F c� �^��� K���—Dollars $ �j r- Cents Per each 38 1 Construct side drain per sht. 23; Detail G-G each « Dollars $ $` �— Cents Per each 39 1 ConstructAide drain per sh . 3; Detail H-H each n Dollars $ty5,*&00— $ — Cents Per each 40 1 lump sum Landsca a yea per plans ands ec «/,CP/J�L ` Dollars $L $ Cents Per lump sum C-4 bs PROJECT BID SCHEDULE - B (HMGP) Item Estimated Item With unit price Extended No. Quantity written in words Unit Price Amount 41 1 lump sum Shoring per lans and specs r ®� @ ,f �/ Dollars 30 Jyyy $ ;t �--�— Cents Per lump sum 42 150 In ft Install 6" irrigation sleeve per std. @ Dollars $ _ $ �SD' — Cents Per In ft 43 21 each Rainbird 1812-SAM-VAN nozzle @Q � � Dollars $ 0• 47� / T $ (Q3V--- Cents Per each 44 1 15' (D.T.H.) Queen alm per plans and specs each n Dollars /� $ CCU, 6Z) $ d Cents Per each 45 10 each 5 gallon vines per pi ns and specs @ Dollars AA �--- Cents Per each 46 10 each l gallon shrub pqr pjflns and specs a �.��-� j Dollars $34a_ Cents Per each 47 285 cu yd Class A top soil per plans and specs a /Lp Dollars $i l - Cents Per cu yd 48 54 each 5 gallon shrub er�laps and specs a Dollars r Cents Per each 49 2 each 12' (D.T.H.) Queen pa Qer plans and specs @ Dollars $ 1//, Z/,0— $ Cents Per each 50 2 cu yd Concrete t r restraining collar anchor ring) per plans and specs a Dollars $ 9M Cents Per cu yd C-5 bs PROJECT BID SCHEDULE - B (HMGP) Item- No. Estimated Quantity Item with unit price written in words Unit Price Extended Amount 51 180 lb Reinforcing steel bar for restraining collar a Dollars `—� Cents Per lb $ 52 1 each Construct anw�a�yj mannhoole�er plans and specs cr �" �- T / Dollars��.0� D7j Cents Per each 53 60 lin ft 2" class 315 PVC irrigation line per plans and specs .ram @ Dollars �— Cents $ ` "M $ Per lin ft 54 100 lin ft V SCH 40 PVC irrigation\ line per plans and specs @ �( V�,l_p Dollars $ S• $ SQ��110 �"— Cents Per lin ft 55 90 lin ft 3/4" SCH 40 PVC irrigation line per plans and specs @ Dollars $ SOX9 Cents Per lin ft 56 22 cu yd Ground cover (Freeway chips) per plans and specs @ Dollars $ -- --- Cents Per cu yd 57 1 each 6 station IBOC battery operated irrigation controller a ( Dollars Cents Per each // $ ` 9Z SIC�e .CJ— 58 1 lump sum # 14 remote control wire to Joperate 6 valves + common @T ��-�'��-Q� Dollars $ /� / �n S 4/6W Cents Per lump sum 59 1 each Rainbird quick coupler QC 40 cr -t � _(/mot-�_p� Dollars $36e�= Cents Per each 60 2 each Grisw-oolldy2000 series remote control valve 2" size Dollars Cents $� $ Per each C-6 bs PROJECT BID SCHEDULE - B (HMGP) Item Estimated Item with unit price ExtenTeRF No. Quantity written in words Unit Price Amount 61 2 each 24" box tree per /and specs f ,plans C' f 4�G� Dollars $30)-6. 66 � $ Cents Per each 62 Not Used u Dollars $ $ Cents Per Total Amount Bid Schedule B in Figures: $ �5c% , p Total Amount B.il Schedule B in Words: 1AY_ ral-bo Total Amount Bid Schedule A and B in Figures: $ ? Total Amount Bid Schedule A and B in Words: --tw-p a-,m 5D- -1 Uoc� 0 NOTE: The contract will be awarded to the lowest responsible bPder,'b�sed on the total combine additive bid proposals received. Bid additives are for cost accounting purposes only and shall not b considered separately in determining the lowest responsible bidder. Substitutions for cost reductio purposes may be considered for possible material substitutions at the full discretion of th ENGINEER only after the lowest responsible bidder has been determined. C-7 bs 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 ( t.N QJ �� 11�G111 Cc. 6h b x I) By submission of this proposal, the Bidder certifies: 1. That he is able to and will perform the balance of all work which is not covered in the above subCONTRACTORs listing. 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subCONTRACTOR for this project. C-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of Orange e_"/re_ R (10-w-j , being first duly sworn, deposes and says that 0or she is Y� ems_ Pres i e,,AE of ek 1Z E IVC,-I M�-EV I NG 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. kE-e E A( %ill" PC I IVG Name of Bidder Si ture of Bidder Vle,e, Vfe6i d-Q-4 Apo /V • wL, a"4_j Q44 .,igll,on~-,'0_1- Address of Bidder Cf Subscribed and sworn to before me this %6_ay of CLAUDETTE MARIE NEICE COMM. #1233440 %MY NOTARY PUBLIC - CALIFORNIARNERSIDE COUNTY Comm. Expires August 29, 2oo3j NOTARY PUBLIC NOTARY SEAL C-4 l I r CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of Riverside ss. On March 21, 2000 before me, claudette Marie Neice, Notary Public Date Name and Title of Officer (e.g., "Jane Doe, Notary Public") personally appeared Leslie R. Card Name(s) of Signer(s) MCpersonally known to me ❑ proved to me on the basis of satisfactory evidence CLAUDETTE MARIE NEICE ¢m _ COMM. #1233440 CC NOTARY PUBLIC -CALIFORNIA C30D UW RIVERSIDE COUNTY My Comm. Expires August 29, 2003 Place Notary Seal Above 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. ESS my hand and official seal. OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: Individual Top of thumb here 11 Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: © 1997 National Notary Association - 9350 De Soto Ave., P.O. Box 2402 • Chatsworth, CA 91313-2402 Prod. No. 5907 Reorder: Call Toll -Free 1-800-876-6827 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 SLATER CHANNEL IMPROVEMENTS, between STA. 98+81.74 and STA. 164+37.45, (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. Date: .��&/0 •[CONTRACTOZ 22 Vlc� P(26/d&_�L Title C-5 r 4. '. ' A DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? ❑ Yes ®'No If the answer is yes, explain the circumstances in the space provided. Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code, each CONTRACTOR to whom a public works contract has been awarded shall sign the following certificate. I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. Date: f /t Aod CONTRACTOR Title C-7 1. 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: A�;fa MLA2LIZAI CONTRACTOR V,lry 'title Date: 3 i 1(0 M6 Note: This form is required for every Dig Alert Identification Number issued by U. S.A. during the course of the Work. Additional forms may be obtained from the AGENCY upon request. C-8 R BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Bidder Name Business Address a- , E 9d��� City, Al) 7,3 V-,-3o /U Telephone Number State Zip State CONTRACTOR's License No. and Class //a-(P Ais- Original Date Issued e7/ Expiration Date The work site was inspected by � 5,CA.(2Qof our office on ' 3 —/ 7- Cc>2oo0. The following are persons, firms, and corporations having a principal interest in this proposal: C-9 KEC ENGINEERING CERTIFICATION STATE OF CALIFORNIA ) ) SS: COUNTY OF RIVERSIDE ) I HEREBY CERTIFY that at a meeting of the Board of directors of REC ENGINEERING, a corporation existing under the laws of the State of California, held on December 9, 1994, the following resolution was duly passed and adopted: "RESOLVED, that the following officers: Matthew Card, President James Elfring, Vice President Leslie R. Card, Vice President Scott Pfeiffer, Vice President Timothy J. Stephens, Secretary & CFO of the Corporation are hereby authorized to execute bid documents submitted by this corporation, and any such execution shall be an official act and deed of this Corporation" I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the corporation this 9th, day of December, 1994. 4 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. kEe, E ffa-1Al RlffG Company Name 4e� ll e- P'0 a*-CtY� tee- 'Pry s - Printed or Typed Signature Subscribed and sworn to before me this day of CEAUDE7TE MARIE NEICE COMM. #1233440 ' NOTARY PUBLIC - cALIFORNIA CA AIVEASIDE COUNTY My Comm. Expires August 29, 2003 - uwm�� - NOTARY PUBLI 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: It ,,DD 1. .ij.Q j ✓1kro4 2. ame and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Name and Address of Public Agency Type of Work Name and Telephone No. of Project Manager: Contract Amount Name and Address of Public Agency Type of Work Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed Date Completed Date Completed C-10 200 N. SHERMAN AVENUE CORONA, CALIFORNIA 91720 • .MAIUNG. P.O BOX 909 CORONA, CALFORNIA 91718 CORONA (909) 734-3010 • LOS ANGELES (323) 774-2282 • ORANGE COUNTY (949) 768-4411 FAX (909) 735-2041 • ESTIMATING FAX (909) 734-7987 . . . general engineering contractors REFERENCE LIST List of at least five Construction Projects similar in size, scope and cost to the project defined in the specifications: Irvine Community Development Co. (Prof. No: 1895-02) Peters Cyn between Jamboree & Culver Irvine Project No: 98-020 Lower Peters Cyn, Sectors 8 & 11 Norm Burch (949) 654-2608, Keith Silhaugh (949) 654-2604 Industry Urban Development Agency Old Ranch Road & Grand Avenue. Industry Project No: 98-005 Old Ranch Road Job. Gerry Perez 626-333-0336 Riverside County Flood Control District San Sevaine Channel Between Etiwanda & Country Village, Riverside, County Project No: 98-035 San Sevaine Job Clyde Johnson (909) 955-1288 Los Angeles County Sanitation District JOD Sepulveda & Figueroa, JOJ Senator St. & Lomita, JOH Downey Between Bandini & Washington Project No: JOD-97-090, JOJ-99-010, JOH-99-025 John Joyce- (323) 775-2351, Walter Ackerman Pager (562) 602-9761 Los Angeles County Department of Public Works Crenshaw -Western Gardena Project No: 99-020 Byron Rexwinkle (626) 458-3125 .Ir City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER ONE For Slater Channel Improvement Project CC- 1089 March 1, 2000 Notice To All Bidders: Please note the following revision to the Project Plans, Specifications, and Technical Provisions: Per sheet 1A of 38 Construction Note number 55 shall be deleted and replaced with the following: Furnish and install 20" access manhole per City detail, and shall be read accordingly on all applicable sheets. This modification does not change the Engineer's Estimate or the Bid Opening date/time for this project. This is to acknowledge receipt and review of Addendum Number one, dated March 1, 2000. Company Name 1 lye Date All bidders must acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Steve Krieger at (714) 536-5259. i 1. MANHOLE H.B.M.W.D. A COVEN WITH LETTERS 1H.B.M.W.D' AUWWA FOWW A4522-0 OR TOP OF PAVEMENT OR CLASS 'B• CONCRETE EWX. CENTER OVEN EXISTNG GRADE. FEATHER Cam MANWAY ACCESS N AS REGURED. GW ALL "M AND•' • JV 6• P.Y.C. GRAVES FILLED VOIDS SMOOTH WATER FOR p.We TIGHT. NSIDE 8 OUT. • o A - _ FORM KEY IN . 36. BASE AND SET MAWOLE IN GROUT AFTER : ' '• BASE HAS SET MIN. 26 Ham. • . . MANFIaE BASE SHALL BE POLFU N LFUSTtOWED SOIL 20" ACCESS MANHOLE DETAIL N. T.S. CITY OF HUNTINGTON BEACH 16A� DEPARTMENT OF PUBLIC WORKS ,01;w 20" ACCESS MANHOLE DETAIL Page 1 of 2 U, W WATER LME W MOME MAMW SHALL MEET dt ExCBED 7w C-4A WOMAN" Me mftclMLE 4.4' . SECTION A -A N. T. S. CITY OF HUNTINGTON BEACH DEPARTMENT OF PU13UC WORKS 110&v 20" ACCESS MANHOLE DETAIL I Poge 2 of 2 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER TWO For Slater Channel Improvement Project CC- 1089 March 7, 2000 Notice To All Bidders: Please note the following revision to the Project Plans, Specifications, and Technical Provisions: Delete CONSTRUCTION NOTES on sheet 24 of 38 and replaced with the following: OCONSTRUCT SIDE DRAIN OUTLET STRUCTURE PER PLAN, PROFILE AND DETAILS ON SHEET 23. GCONSTRUCT 6' HIGH PVC COATED CHAIN LINK FENCE PER APWA STD. PLAN 600-1. SFURNISH AND INSTALL 20" WSP MANWAY PER CITY OF LONG BEACH STD. WDS-210 MODIFIED TO CITY OF HUNTINGTON BEACH REQUIREMENTS. 56 FURNISH AND INSTALL AIR -VAC PER CITY STD. 611, LOCATION PER DIRECTION OF WATER INSPECTOR. SFURNISH AND INSTALL 4" BLOW -OFF PER CITY STD. 608, LOCATION PER DIRECTION OF WATER INSPECTOR. This modification does not change the Engineer's Estimate or the Bid Opening date/time for this project. This its to acknowledge receipt and review of Addendum Number two, dated March 7, 2000. Company Name BY j e eSl& 211,�� Date All bidders must acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Steve Krieger at (714) 536-5259. City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER THREE For Slater Channel Improvement Project CC- 1089 March 9, 2000 Notice To All Bidders: Please note the following clarifications and revisions to the project specifications: 300-4 UNCLASSIFIED FILL [Delete the second paragraph and replace with the following:]. Full compensation for transporting excavated material or import borrow and placing it as compacted fill shall be considered as being included in the CONTRACT bid price per CUBIC YARD for Compacted Fill (Unclassified Fill) compacted in place; and no adjustment for shrinkage, subsidence or any other allowance will be made therefor. [Delete the ninth paragraph and replace with the following:]. Full compensation for conforming to the requirements of Compacted Fill (Unclassified Fill) shall be considered as included in the CONTRACT unit price bid per CUBIC YARD, and no additional compensation will be allowed therefor. 213-2 GEOTEXTILES 213-2.2 Physical Properties [Delete the third paragraph and replace with the following:]. Geomembrane underliner shall be non -woven type I for application under concrete structures and non- woven type II for application under the riprap channel lining as specified by PFRD Standard Plan 1808. AGENDUM No. 3 CC- 1089 3-9-00 Page 2 of 2 The City is providing the following City of Huntington Beach Standard Plans for additional information: 606 608 612 613 614 Section 02510.1 This modification does not change the Engineer's Estimate or the Bid Opening date/time for this project. This is to acknowledge receipt and review of Addendum Number Three, dated March 9, 2000. C L--R- _ Company Name B i (e i Pis i ems, - 3//s k Date All bidders must acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Steve Krieger at (714) 536-5259. �r7 I SIEVE SIZE NO 4 NO. 30 NO. 100 APPROVED: A.C. PAVEMENT SEE STD PLN 606A FOR T-TO WITH OR WITHOUT BASE: WHEELCUT. SAWCUT OR SIMILAR, PLACE A.C. WITH APPROVED SPREADING DEVICE. TRENCHJNE-,�:""VA7- 95 % COMPAPfP[ :TACK COAT • , �' ,. ArwtCOPPER COVE. 12" vYoTM D '• 6' MIN.pt14 PIPE ZONE 90 X COMPACTI %j/A , PIPE PERCENT PASSING 95 - 100 26 - 60 2 - 10 241 GENERAL NOTES PAVEMENT TO BE REPLACED- A.C. I' GREATER THAN EXISTING. 5' MINIMUM. BACKFILL PER SECTION 306-1.2.1 OF STANDARD SPECIFICATIONS (GREEN BOOK). SAND EQUIVALENT 25 MINIMUM. COUPLING PIPE EMBEDMENT BEDDING MIN. 6" O1 BACKFILL MATERIAL FOR ALL TRENCHES SHALL HAVE A CERTIFIED SAND EQUIVALENT OF NOT LESS THAN 25 AND SHALL CONFORM TO THE FOLLOWING GRADATION (SEE ABOVE) O PROJECT EXCAVATION MAY BE USED AS BACKFILL MATERIAL ONLY IF IT MEETS THE ABOVE REQUIREMENTS. CONTRACTOR SHALL PAY TESTING LABORATORY TO CERTIFY BACKFILL O COMPACTION METHODS SHALL CONFORM TO SECTIONS 301 AND 306-1.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION) WITH THE EXCEPTION OF HYDRO -HAMMER. O4 ALL TRENCHING & CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. O A METALLIC LINED TAPE FOR UNDERGROUND PIPES, MARKED "CAUTION% 'WATER LINE BURIED BELOW", IN POLYETHYLENE FILM COLOR BLUE, INSTALLED ABOVE PIPE 2" WIDE. CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBLIC WORKS CITY ENGINEER DATE: 6/23/99 I TRENCHING AND RESURFACING DETAIL I 606 m 1 TOP OF ASPHALT PAVEMENT J co c O �ci w 8' ALL AROUND N W 0.' _ W N d .WJ c a o Lu > 14 A.W.G. COPPER WIRE a z o WITH 12" LAP INSIDE COVER > w- Q X N W W O O (ONE PIECE) J -.. F7-.- 1.) TOP OF VALVE BOX SHALL BE FLUSH GENERAL NOTES WITH TOP OF PAVEMENT 2.) REFER TO GENERAL NOTES ON PUBLIC WORKS STD PLAN 100. 3.) RADIO LOCATION TAPE OR COPPER WIRE SHALL BE SECURELY TAPED TO THE INSIDE OF THE VALVE BOX. ITEM DESCRIPTION SPECIFICATION OTY O7 VALVE BOX COVER, MARKED -WATER- 02085.9 1 O2 8' P.V.C. SCH 100 02530.9 AR 3 ICONCRETE COLLAR 03300 1 APPROVED. ��� CITY OF HUNTINGTON BEACH +u l DEPARTMENT OF PUBLIC WORKS CITY ENGINEER STANDARD PLAN 6/23/99 VALVE BOX ASSEMBLY 612 DATE. . r MAIN TO REMAIN IN SERVICE MAIN TO BE ABANDONED MAIN TO REMAIN IN PLACE (NO PRESSLE) IN SERVICE MAIN TO BE ABANDONED IN PLACE (NO PRESSLE) wmwomill ijmwl 6' MIN. i•� � . �. 13 0 SEAL MAIN __�, `SEAL MAIN WITH CONCRETE —�— — WITH CONCRETE EXISTING THRUST BLOCK INSTALL PLUG (RUBBER REMOVE G.V. CUT 8 REMOVE BOLT ON BLINO FLANGE, REMOVE G.V. CUT 8 REMOVE RING OR CAULKED) PORTION OF EXISTING MAIN ENCASE TEE IN CONCRETE PORTION OF EXISTING MAIN PLAN PLAN EXISTING HUB END EXISTING FLANGED FITTING OR VALVE FITTING OR VALVE MAIN TO REMAIN MAIN TO BE ABANDONED MAIN TO REMAIN MAIN TO BE ABANDONED IN SERVICE IN PLACE (NO PRESSURE) IN SERVICE IN PLACE (NO PRESSURE) WELD EEL 4 V MIN. END PLATE fIf 11' MIN. d IT d u = d 3 4 u = e `SEAL MAIN _ WITH CONCRETE INSTALL CAP OR PLUG REMOVE G.V. CUT 8 REMOVE WELD ON CAP OR PLUG, SEAL IN CONCRETE POUR CONCRETE THRUST BLOCK PORTION OF EXISTING MAIN KEYED AGAINST UNDISTURBED EARTH PLAN EXISTING ASBESTOS •CEMENT.POLYVINYL CHLORIDE, OR CAST-IRON MAIN GENERAL NOTES I. REFER TO STANDARD PLAN NO. 614 FOR BEARING AREAS ON THRUST BLOCKS. 2. REFER TO GENERAL NOTES ON PUBLIC WORKS STD PLAN 100. 3. REFER TO SPECIFICATION 03300 FOR CONCRETE REQUIREMENTS. 4. REFER TO SPECIFICATION 02224 FOR ABANDONMENT OF UTILITIES. \_SEAL MAIN WITH CONCRETE CUT 8 REMOVE PORTION OF EXISTING MAIN PLAN EXISTING STEEL MAIN APPROVED. CITY OF HUNTINGTON BEACH Oj1 0 DEPARTMENT OF PUBLIC WORKS CITY ENGINEER STANDARD PLAN METHODS FOR CUTTING AND PLUGGING DATE. 6/23/99 EXISTING WATER MAIN 613 $ 90 DEGREE BEND REDUCER TEE AND PLUG BEARING AREA SQUARE FEET PIPE DIAMETER TEES, PLUGS & REDUCERS 90' BEND 45' BENDS 22 1/7 BENDS 4 & 6 4 5 3 2 8 7 9 5 3 12 15 22 12 6 14 20 29 16 a 16 27 38 1 20 10 Ne I. BEARING AREAS DESIGNED FOR MAXIMUM OF 1500 PSF SOIL BEARING CAPACITY. 2. BEARING AREAS SHALL BE INCREASED AT THE OPTION OF CITY ENGINEER IF SOIL BEARING PRESSURE Ell IS LESS THAN 1500 PSF. > 3. CONCRETE SHALL BE PER SPECIFICATION 03300. 4. REFER TO GENERAL NOTES STANDARD PLAN 100. S. BEARING AREAS OF BLOCK IN LINE OF RESULTANT THRUST SHALL BE AGAINST UNDISTURBED EARTH. 6. TIE BARS SHALL BE 1/2' EPDXY COATED REBAR (PER ASTM 767 AND D3963) OR STAINLESS STEEL (WHEN EXPOSED) WITH ACI HOOKED ENDS. . 7. MINIMUM CONCRETE. THICKNESS = 12 INCHES. THRUST BLOCKS FOR VALVES, CROSSES AND VERTCAL THRUST VERTICAL THRUST VALVES CROSS TIE BAR TIE BAR (TYPICAL) TIE BAR THRUST BLOCKS FOR VALVES, CROSSES AND VERTICAL THRUST PIPE DIAMETER THRUST BLOCK REQUIRED 4- 21 CUBIC FEET 6. 1 CUBIC YARD 8" 2 CUBIC YARDS 12" 6 CUBIC YARDS 14" 9 CUBIC YARDS 16" 11 CUBIC YARDS APPROVED: CITY OF HUNTINGTON BEACH iff DEPARTMENT OF PUBLIC WORKS CITY ENGINEER STANDARD PLAN THRUST BLOCKS 614 DATE: 6/23/99 PART1 GENERAL 1.01 QUALITY ASSURANCE A 1.02 SUBMITTALS Ctrt sheets an A mitered or beveled pipe 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A Ductile Iron Pipe B Ductile Iron Pipe Fittings C Rubber Gasket Joints for DIP D BunaN Nitrile Gaskets E Insulating Bushings, Unions, Flange Insulation KAs, Casing Insulators F Gaskets G Polyethylene Encasement H Tape for Polyethylene Encasement 2.02 MATERIALS A Meter_ s.Spedficiatioii Refeiences B Materials Schedule: Ductile Iron Pipe Fluid Conveyed Working Pressure Pipe Class Ends Joints Fitting Material Restrained Joints ................ Class 260 ANSI AWWA C115 Flanged Joints Botts and studs Nuts and Washers Flange Gaskets Gaskets in Contaminated Soil Lining Seal Coat Polyethylene Encasement Color Tape PART 3 EXECUTION 3.01 INSTALLATION A Installation Spec{flcatioitEtefereiice B Test Schedule Filling Rate Test Pressure Allowable Leakage gph/1000ft per AWWA C600 C PE Encasement installation Method Field Pressure AWWA CS00 an pipe I Contractor Contractor ..........................Iretsllauonr 08M Foundry Raeoid- Cethficete of 4 lEriptrreatmp Ceteloo.DYti + Irt�tnkttotts ... lnstruetwn.. Frxtsalpgo CwmDirMca CdRlatton;}' DIPRA Guide for Required per Required per Required for required Installation of n0 AWWA C161 AWWA C161 Join, and thrust Ductile Iron Pipe - § -- :'s ---' Sact 51-6 beet 51.5 blocks 20' and American Cost Iron Pipe I Pacific States Cat Iron Pipe Co., United States Pipe and Foundry Company. EMW in hem AL Provo UT Co. union City. CA Mewene Cast Tyler Pipe United States Pipe and Foundry Iron Pipe Nepeo Manufacturing Corp., Industries 'Tyson', Company, Birmingham, AL 'Orion-Fita,' Company Birmingham, Birmingham. AL Tyler, TX AL American Cast iron Pipe Padfic States Cast Iron Pipe Co., United States Pipe and Foundry Company, Birmingham. AL. Provo. UT. "Fasdte' Co., Union City, CA, "Tyton' 'Fesdte' Long Beach Industrial Gaskets Central Plastics Co.. Shewnee, O EPCO Sties Inc.. Cleveland, OH Pipeline Coating and Engineering Co. Crone Co. 'Crenits', long of Garlock ginger, Richard, Inc, Sydney, OH Prussia PA - Northtown Co., Huntington Beech, CA J-M Manufacturing• Co_ Scotchwrop (3M)_ St Paul MN, No Tapeaoat Co., Evanston, IL, CT Std St)ecifications for Public Works Const. Section 207-9 Water 150 psi 350 Beveled plain -end x bell on standard length pipe Beveled plain end x beveled plain end on shorts Rubber Gasket Push -on Joints per C111 Bonding of Joints required AWWA AWWA C110 Ductile Iron Fittings only Type 316 Stainless Steel per ASTM A193 Grade 138M Project ends of bolts 1/4 to 3/8 inch beyond nut Type 316 Stainless Steel per ASTM A194 Grade 8M Provide 1 washer per nut Cloth inserted rubber full face 1/8" thick gaskets BunaN Nitrile Gaskets Standard Thickness Cement Mortar Lining ( 1/8" Minimum) Asphaltic Material Class C (Black) 2 inch width DIPRA Guide for Installation of Ductile Iron P 200 psI 4 in 0.76 1.14 1.52 2.27 3.03 AWWA C105 Method A 02510.1 `4 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER FOUR For Slater Channel Improvement Project CC- 1089 March 10, 2000 Notice To All Bidders: Please note the following clarifications and revisions to the project drawings: Transverse joints for the concrete trapezoidal channel shall be spaced not to exceed 40 feet nor be less than 10 feet, measured along the centerline of construction. This modification does not change the Engineer's Estimate or the Bid Opening date/time for this project. This is to acknowledge receipt and review of Addendum Number Four, dated March 10, 2000. Company Name By e 31/(o !ba Date All bidders must acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Steve Krieger at (714) 536-5259. SECTION C PROPOSAL for the SLATER CHANNEL IMPROVEMENTS From STA. 98+81.74 TO STA. 164+37.45 CASH CONTRACT No. CC-1089 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 180 working days, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 I . j 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% 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. 1 Date Received 3300 Bidder's Signature 2 3 3 7 00 3/9/00 4 3/10/00 i C-2 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER ONE For Slater Channel Improvement Project CC- 1089 March 1, 2000 Notice To All Bidders: Please note the following revision to the Project Plans, Specifications, and Technical Provisions: Per sheet 1A of 38 Construction Note number 55 shall be deleted and replaced with the following: Furnish and install 20" access manhole per City detail, and shall be read accordingly on all applicable sheets. This modification does not change the Engineer's Estimate or the Bid Opening date/time for this project. This is to acknowledge receipt and review of Addendum Number one, dated March 1, 2000. SUKUT CONSTRUCTION, INC. Company Name 3/3/00 Date By . . PAB R IiFEENT All bidders must acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Steve Krieger at (714) 536-5259. MAR-07-2000 13:49 HUNTINGTON BEACH 1, i 714 374 1573 P.01i01 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM U DERMO- For Slater Channel ftroveMent Prpie CC-1089 March 7, 2000 Notice To All Bidders: Please note the following revision to the Project Plans, Specifications, and Technical Provisions: Delete CONSTRUCTION NOTES on sheet 24 of 38 and replaced with the following: OCONSTRUCT SIDE DRAIN OUTLET STRUCTURE PER PLAN, PROFILE AND DETAILS ON SHEET 23. 12 CONSTRUCT & HIGH PVC COATED CHAIN LINK FENCE PER APWA STD. PLAN 600-1. 55 FURNISH AND INSTALL 20" WSP MANWAY PER CITY OF LONG BEACH STD. WDS-210 MODIFIED TO CITY OF HUNTINGTON BEACH REQUIREMENTS. 56 FURNISH AND INSTALL AIR -VAC PER CITY STD. 611, LOCATION PER DIRECTION OF WATER INSPECTOR. 57 FURNISH AND INSTALL 4" BLOW-0FF PER CITY STD. 6081 LOCATION PER DIRECTION OF WATER INSPECTOR. This modification does not change the Engineers Estimate or the Bid Opening date/time for this project This is to acknowledge receipt and review of Addendum Number two, dated March 7, 2000_ SUKUT CONSTRUCTION, INC. ' Company Name By trT 3J7J00 Date All bidders must acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Steve Krieger at (714) 536-5259. TOTAL P.01 1 ADENDUM No. 3 CC- f1089 3-9-00 Page 2 of 2 The City is providing the following City of Huntington Beach Standard Plans for additional information: 606 608 612 613 614 Section 02510.1 This modification does not change the Engineer's Estimate or the Bid Opening date/time for this project. This is to acknowledge receipt and review of Addendum Number Three, dated March 9, 2000. SUKUT CONSTRUCTION, INC. Company Name By J. PABBRUWEE, VICE PRESInENT 3/13/00 Date All bidders must acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Steve Krieger at (714) 536-5259. MAR-10-2000 14:58 HUNTINGTON BEACH 714 374 1573 P.01i01 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUM ER FOUR For Slater Channel Improvement Project CC-1089 March 10, 2000 Notice To All Bidders: Please note the following clarifications and revisions to the project drawings: Transverse joints for the concrete trapezoidal channel shall be spaced not to exceed. 40 feet nor be less than 10 feet, measured along the centerline of construction. This modification does not change the Engineer's Estimate or the Bid Opening date/time for this project. This is to acknowledge receipt and review of Addendum Number Four, dated March 10, 2000_ SUKUT CONSTRUCTION, INC. Company Name y J • s c _ID- 3/10/00 Date All bidders must acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Steve Krieger at (714) 536-5259. TOTAL P.01 PROJECT BID SCHEDULE - A (DSR) Sta. 101+13 to Sta. 126+47.95 item: shmate ` :`. tem vet unfit prise:; xten e. Nb. Quantity ;; wr>ltten to words Unit Pace Amounf 1 1 lump sum Mobilizatioffnn� of equipment and materials tJ �l y �U.oD`` C Cam- �1,�v�Se c�� ZO $ ( ' �(ada $ \ ZOO Cents Per lump sum 2 1 Clearing and grubbing per plans and specs lump sum @ 5 k Y_ Ou5 CiL.s-Dollars $ ,o $ GU,.c)o Cents Per lump sum 3 1 Dewatering of construction area per plans and lump sum ``specs C S2 v�S���( \— Dollars $ 0 Oov $%CNda Cents Per lump sum 4 14504 Unclassified excavation per plans and specs -. cu yd C �'� 2 Q Dollars $ $ i 8 Cents Per cu yd 5 1 Demolish & disposal of exist. PCC transitions and slope protection lump sum C F�yE 'T1���SA-WID Dollars $ S�� $ ��� Cents Per lump sum 6 3066 Gravel base for PCC trap channel and transitions cis yd a T 141Pay Dollars $ 30 $ C{ 1,T30 Cents Per cu yd 7 683 Structure fill for PCC trap channel and transitions cu yd a w ek,-r Y Dollars $ Z O $ L3, 69O Cents Per cu yd .8 8867 Compacted fill (non -expansive) per plans and specs l cu yd a C� �C� ��� Dollars $ Cents Per cis yd 9 3100 Concrete for trap channel lining per plans and specs cu yd C Coe Seo-C!` Dollars $ i 70 $ Z 7 t0 Cents Per cu yd 10 110 Concrete for transitions structures per plans and specs cu yd @ FrouDollars $ 400 $ NH,000 Cents Per cu yd C-I as PROJECT BID SCHEDULE - A (DSR) Sta. 101+13 to Sta. 126+47.95 .Item No Estimated Quantity ` Itemwithun>tt rice P written to words ; Unit Price. Extended Amount 11 2160 sq ft Construct 6' concrete block wall per plans and specs n 1 &yk-r Dollars Cents Per sq ft 12 280280 Ib Reinforcing steel bar for PCC trap channel and transitions nu, Dollars $ ® © $ )o $ N d 'c \/ Cents Per lb 13 2875 sq ft Construct concrete block per sht. 18 and specs @ SIX Dollars //� $ to $ i-t LSD Cents Per sq ft 14 1 lump sum Restrip street per plans and specs @ Tel.) TR}009A NlD Dollars $ iOlooO $ (U DODO Cents Per lump sum 15 8295 sq yd Filter Fabric- Type I per plans and specs n Dollars $ • SO $ 60(0,6(v l fm-4�►T T Cents Per sq yd 16 9580 sq yd Filter Fabric- Type II per plans and specs @ENE Dollars Cents Per sq yd $ I $ 9580 17 5 each Construct side drain per sht. 23; Detail A -A n TWO T1vOVSP"titr,> Dollars $ 2000 $ 000 Cents Per each 18 2610 fin ft 6' high chain link (pvc coated) fence per plans and specs u TWENTY Dollars $ 2.0 $ 52 t 0 Cents Per lin ft 19 4 each 6' high x4' wide chain link (pvc coated) gate per plans and specs cc TWO Tik005P,,N0 Dollars $ 2.00X 2 $ g Od d Cents Per each 20 2 each 6' high x 12' wide chain link (pvc coated) gate per plans and specs n "iw o T1+oy5ArN1� Dollars $ 2000 $ N04d Cents Per each C-2 as PROJECT BID SCHEDULE - A (DSR) Sta. 101+13 to Sta. 126+47.95 t)pM No : stimate Quantity Item wit ;unit rice.: .. . ..: P written in .words Unit;Priee xten' e Amount 21 1 lump sum Shoring per plans and specs @ TI}IRTY T40V_e Q Dollars $ 301000 $ 30,000 Cents Per lump sum 22 60 sq ft Construct PCC sidewalk per plans and specs u@ S 1 7L Dollars $ $ 3 60 Cents Per sq ft 23 45 lin ft Construct PCC curb & gutter per plans and specs u@ T-R IRTY Dollars $ 30 $ i-6S0 Cents Per lin ft 24 1 lump sum Traffic control per plans and specs n S EVEN TEEN Dollars $ 17 ► 000 $ 17 i 000 Cents Per lump sum 25 1 each R&R 2" air vac per plans and specs 0 TRATY FIVE 40MOREO7 Dollars $ -5500 $ 3500 Cents Per each 26 1 each R&R 4" pressure relief assembly per plans and specs nTE-EMTY V-_tVE RVNIDRIED -Dollars Cents $ 3500 $ ;SDO Per each 27 1 each Construct PCC drive approach per plans and specs (c 'rIh QG: 'T1�t O�SAND Dollars $ 3 000 $ 3 000 Cents Per each 28 1 each Construct PCC curb ramp per plans and specs a ONE T'Dollars Cents $ 1 000 $ 1000 Per each 29 1 lump sum Protect existing utilities in place as required by plans and specs cr FOyR T 14009AND Dollars Cents $ L1000 $ Li 000 Per lump sum 30 2 each Construct side drain per sht. 23; Detail D-D a T1-h R%EN voW0 Dollars $ 1300 $ 2& 00 Cents Per each C-3 as PROJECT BID SCHEDULE - A (DSR) Sta. 101+13 to Sta. 126+47.95 tem: No.:Quantity ` stimate: tem>wit :unrtprice written to words .> Unit Prue::; xten e Amount. 31 3 each Construct side drain per sht. 23; Detail H-H @ J1 t NeTC—C N I`,.7pip keD Dollars $ �b0 $ S�nO Cents Per each 32 1 lump sum Landscape area per plans and specs n S lK Z`1�o�,�/��0 Dollars Cents $ $ (o(7©O Per lump sum 33 14 each Rainbird 1812-SAM-VAN nozzle c T-1*wr< Dollars $ 30 $ (42-0 Cents Per each 34 1 each 10' (D.T.H.) Queen palm per plans and specs (01 ONE IrOrO05ANID Dollars $ 1000 $ 1000 Cents Per each 35 7 each 5 gallon vines per plans and specs u) Tyje�Ty TWC) Dollars $ ZZ. $ 1 5 Cents Per each 36 5 each 1 gallon shrub per plans and specs u S l Dollars $ $ 30 Cents Per each 37 285 cu yd Class A top soil per plans and specs n Tvw Eta Ty T1 V E Dollars Cents $ 2 S $ 1 12.5 Per cu yd 38 15 each 5 gallon shrub per plans and specs n 7W7e1.-)Ty Two Dollars $ ZZ $ 330 Cents Per each 39 2 each 12' (D.T.H.) Queen palm per plans and specs a T W E LV E 4u N O REI7 Dollars $ ,20 0 $ 2A 0 CJ Cents Per each 40 760 In ft 2" class 315 PVC irrigation line per plans and specs u V-OvR- Per In ft Dollars Cents $ $ 03040 C-4 as PROJECT BID SCHEDULE - A (DSR) Sta. 101+13 to Sta. 126+47.95 Item No Estimated. Quantity; tem;wrt ;unit price: written m words Unit? ice : ......Extended Amount 41 30 In ft V SCH 40 PVC irrigation line per plans and specs a TWO Dollars S. Z $ GO Cents Per In ft 42 70 In ft 3/4" SCH 40 PVC irrigation line per plans and specs @ O N E Dollars $ d $ 1 0S F—lt=TY Cents Per In ft 43 4 cu yd Ground cover (Freeway chips) per plans and specs a RT Dollars $ 4 d $ U Cents Per cu yd 44 1 each 6 station 1130C battery operated irrigation controller @ 'J "Y., tv0 RI 0 Dollars $ ('0 C) Cents Per each 45 1 lump sum # 14 remote control wire to operate 6 valves + common n F-_Oa f2► Dollars $ LAOV $ LA00 Cents Per lump sum 46 1 each Rainbird quick coupler QC-40 0 T W 0 t-�o N-90R6Ct> Dollars $ ZOO $ ZoC) Cents Per each 47 1 each Griswold 2000 series remote control valve 2" size a Gj �y. V,0"0dlEVD Dollars $ (00 $ G 0 d Cents Per each 48 18 ton A. C. pavement per plans and specs « o rp S A-j r.>p QED Dollars Cents $ ► CJ C7 $ k Sd0 Per ton Total Amount Bid Schedule A in Figures: $ >� Total Amount Bid Schedule A in Words: t—e_ -Q n C-5 as PROJECT BID SCHEDULE - B (HMGP) Item Estimated item with unit price Extended No. Quantity written in words Unit Price Amount 1 1 Mobilization of equipment and maateriaalsC lump sum a {-�p�� 52G � V'tOutSollars $ ZCbcoo $Z� Cents Per lump sum 2 1 Clearing and grubbing per plans and specs lump sum @ t �Q �'V ��p CX S Ct� Dollars $ 0.000 �=7'— $ 0, ooa Cents Per lump sum 3 1 lump sum Dewatering of construction area per plans and specs @ S eu e - $ taOQ $ 7 ©� Cents Per lump sum 4 23396 Unclassified excavation per plans and specs cu yd @ jxr-,-, }e 2 Dollars Cents Per cu yd 5 1 lump sum Demolish & disposal of exist. PCC box, transitions and slope protection @ 5lATEEN r1\�V Dollars 1 $ /6(Doo $ (G,ono Cents Per lump sum 6 2758 Gravel base for PCC Box, trap channel and transitions cu yd a T"kATY Dollars Cents Per cu yd 7 4315 Structure fill for PCC box, trap channel and transitions cu yd @ �J I K-TEEN Dollars $ (091O4D Cents Per cii yd 8 5903 Compacted fill (non -expansive) per plans and specs cu yd a TWENTY Dollars $ Z 0 $ W3J OGO Cents Per cu yd 9 1748 cu yd Concrete for trap channel lining per plans and specs a (-) 61Q_ e, ars $ q`T Cents Per cu yd 10 160 Concrete for transitions structures per plans and specs cu yd @ 0 V12i+VIV1)PC- D Dollars $ YOO $ 6%000 Cents Per cu yd C-1 Lis PROJECT BID SCHEDULE - B (HMGP) Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 11 540 Concrete for double 7.5'x 12' box per plans and specs cu yd @ Torawe aJu0Rlr1?R Pr v Dollars $ 3 SO $ l q9j cco Cents Per cu yd 12 236720 Reinforcing steel bar for PCC box, trap channel and transitions lb a Dollars $ $ 13%0 Cents Per lb 13 992 Construct concrete block per sht. 18 and specs sq ft @ S IS. Dollars $ % $ 5 q52 Cents Per sq ft 14 2716 Construct Riprap per plans and specs tons @ TweNtY F\ vE Dollars $ Z S $ 671 q00 Cents Per tons 15 8085 Filter Fabric- Type I per plans and specs sq yd @ Dollars $ .90 $ G Li (S'a i✓ frl STY Cents Per sq yd 16 12825 Filter Fabric- Type II per plans and specs sq yd a O NE Dollars $ $ 121 S?2. Cents Per sq yd 17 5 Construct side drain per sht. 23; Detail A -A each a TWO TIC VS/4ND Dollars $ 2000 $ 101000 Cents Per each 18 2310 6' high chain link (pvc coated) fence per plans and specs lin ft u TWlrnryY Dollars $ 20 6 12.00 Cents Per lin ft 19 4 6' high x 4' wide chain link (pvc coated) gate per plans and specs each a TWO Tikovs sND Dollars $ Z,000 $ 6WO Cents Per each 20 4 6' high x 12' wide chain link (pvc coated) gate per plans and specs each c7 OV0. Tky5AsuID Dollars $ 14000 $ WOO Cents Per each C-2 bs PROJECT BID SCHEDULE - B (HMGP) em stimate tem wit unit price xten eo. L Quantity written in words Unit Price Amount 21 2 6' high x 15' wide chain link (pvc coated) gate per plans and specs each u Tgv Eta Y F— V e 4VN D RE0 Dollars $ Z. 5 00 $ 50do Cents Per each 22 480 A. C. pavement per plans and specs ton u) t P-Ty Dollars $ 50 $ Z.`i 60a Cents Per ton 23 790 Aggregate base per plans and specs ton @ T WV TE>c n1 Dollars $ 13 $ 1012'7 0 Cents Per ton 24 300 Construct PCC sidewalk per plans and specs sq ft @ S m Dollars $ C'J $ 1900 Cents Per sq ft 25 52 Construct PCC curb & gutter per plans and specs lin ft @ TR1RTY Dollars $ �;O $ I 5(p0 Cents Per lin ft 26 1 Traffic control per plans and specs lump sum @ TI'4l19'TP_mo TROL25WO Dollars $ 131000 $ 1-3 t000 Cents Per lump sum 27 1 Protect existing utilities in place as required by plans and specs lump sum @ TEN TN*OVSAND Dollars $ 10,000 $ 101000 Cents Per lump sum 28 1 Restrip street per plans and specs lump sum cr CJ { Y. TFVoV SAVtQD Dollars $ (0000 $ (0000 Cents Per lump sum 29 1 Construct PCC drive approach per plans and specs each @ TI%G5 THVOQSc,Np Dollars $ 3000 $ 3000 Cents Per each 30 1 Construct PCC curb ramp per plans and specs each a ON !` T Wo V .4Aw o Dollars $ IWO— $ L OOO Cents Per each C-3 bs PROJECT BID SCHEDULE - B (HMGP) Item No. Estimated Quantity Item with unit price written in words Unit Price Extended Amount 31 1 lump sum R&R 12" water main and appurtenances per plans and specs cr PovkiY Tl+vvsa.NO Dollars $ LIO,u00 $ L40100C> Cents Per lump sum 32 1 lump sum R&R 42" water main and appurtenances per plans and specs a OWE _n'%<X_?.5AN0Dollars Cents $ I00.,COO $ (00, Cod Per lump sum 33 1 lump sum Dewater & chlorinate 42" water main per plans and specs cr r 000, Tl�ov g qt lip Dollars $ y dd 0 $ Ltob 6 Cents Per lump sum 34 2 each Construct side drain per sht. 23; Detail 13-13 @ Tvyor.7T1) PWr- [L ug)RElD Dollars $ Z900 $ 5oo0 Cents Per each 35 1 each Construct side drain per sht. 23; Detail C-C cr Ftl,-EEIJ op. eC> Dollars S 157do $ (S-O Cents Per each 36 1 each Construct side drain per sht. 23; Detail E-E n Teep (avNORED Dollars Cents Per each $ OU $ 1SOO 37 1 each Construct side drain per sht. 23; Detail F-F n ONE T lVggS r4Pfl Dollars $ 1 Oo0 $ l O V C7 Cents Per each 38 l each Construct side drain per sht. 23; Detail G-G cr Two THOySNWD Dollars $ Z 000 $ 7-000 Cents Per each 39 1 each Construct side drain per sht. 23; Detail H-H a TWO T*,205f*N0 Dollars Cents $ 2000 $ 7-0007 Per each 40 1 lump sum Landscape area per plans and specs Dollars $ (0000 $ 6000 Cents Per lump sum C-4 bs PROJECT BID SCHEDULE - B (HMGP) Item No. Estimated Quantity Item with unit price written in words Unit Price Extended Amount 41 1 lump sum Shoring per plans and specs @ (-- k Ptsetj T1-kc%_-.) 5 ArN70 Dollars $ 1 S, GVO $ 1 S) 000 Cents Per lump sum 42 150 In ft Install 6" irrigation sleeve per std. @ T l,l 1 CITY Dollars $ 3 U $ 14 Soo. Cents Per In ft 43 21 each Rainbird 1812-SAM-VAN nozzle @ TN-k Y Dollars Cents $ 7 $ 630 Per each 44 1 each I5' (D.T.H.) Queen palm per plans and specs @ /=,I-T,= V #vN D2IF D Dollars Cents $ I Soo $ I SOO Per each 45 10 each 5 gallon vines per plans and specs @ T O Dollars $ Cents Per each 46 10 each 1 gallon shrub per plans and specs a To tN Dollars Cents $ (D $ 110 O Per each 47 285 cu yd Class A top soil per plans and specs @ TWe), T-n) ht Ve- Dollars $ Cents Per cu yd 48 54 each 5 gallon shrub per plans and specs a Twet-3-Ty TWO Dollars S. Cents Per each 49 2 each 12' (D.T.H.) Queen palm per plans and specs @ TW. Ws 4-yfilp1 cV-) Dollars S. Of7 $ ZL-kvO Cents Per each 50 2 cu yd Concrete for restraining collar (anchor ring) per plans and specs @ &4 -W-r 0,,.'A)&ZCO Dollars (10 00 Cents Per cu yd C-5 bs PROJECT BID SCHEDULE - B (HMGP) hstimatea II tem No. I Quantity I it m written in words e Extenaea I Unit Price I Amount II 51 180 lb Reinforcing steel bar for restraining collar a ON>y Dollars Cents $ $ 180 Per lb 52 1 each Construct manway manhole per plans and specs n Two TNtzo Dollars $ 'LOOb $ "ZOoo Cents Per each 53 60 lin ft 2" class 315 PVC irrigation line per plans and specs a P00y, Dollars $ —cam_ $ 2 y 6 Cents Per hn ft 54 100 lin ft 1" SCH 40 PVC irrigation line per plans and specs C TWU Dollars Cents Per lin ft 55 90 lin ft 3/4" SCH 40 PVC irrigation line per plans and specs u Ody I-=-- Dollars $ • sy $ 1'3 S r—, FTY Cents Per lin ft 56 22 cu yd Ground cover (Freeway chips) per plans and specs n px;�J a,-ry Dollars $ 4 U $ 98O Cents Per cu yd 57 1 each 6 station 1130C battery operated irrigation controller @ '-5 IJ,,PR EID Dollars $ G00 $ G 00 Cents Per each 58 1 lump sum # 14 remote control wire to operate 6 valves + common @ V-.o a dL 14" e*10 Dollars $ Lt O U $ 400 Cents Per lump sum 59 1 each Rainbird quick coupler QC-40 ayJ O ++J i--)ooz b Dollars $ 100 $ ZA (� Cents Per each 60 2 each Griswold 2000 series remote control valve 2" size @ f2 (X tiv L20aE✓i Dollars $ yU $ (7 L) C> Cents Per each C-6 bs PROJECT BID SCHEDULE - B (HMGP) Item Estimated Item— with unit price Extended No. Quantity written in words Unit Price Amount 61 2 24" box tree per plans and specs each C S1� 40f-Y1DRe1D Dollars $ (0bC7 $ (200 Cents Per each 62 Not Used n Dollars $ $ Cents Per Total Amount Bid Schedule B in Figures: $ Z O 16 Total Amount Bid Schedule Bin Words: }1� ; o , 'Seo e oL�y S k c, V\ z �� e� Q C -SEl" Total Amount Bid Schedule A and B in Figures: $ Total Amount Bid Schedule A and B in Words:��� NOTE: The contract will be awarded to the lowest responsible bidder, based on the total combine additive bid proposals received. Bid additives are for cost accounting purposes only and shall not b considered separately in determining the lowest responsible bidder. Substitutions for cost reductio purposes may be considered for possible material substitutions at the full discretion of th ENGINEER only after the lowest responsible bidder has been determined. e C-7 bs 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 Nit Go<c5•e�-, S�„� Z�� 4 6`( By submission of this proposal, the Bidder certifies: That he is able to and will perform the balance of all work which is not covered in the above subCONTRACTORs listing. 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subCONTRACTOR for this project. C-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of Orange J.H. PABBRUWEE , being first duly sworn, deposes and says that he or she is VICE PRESIDENT of SUKUT CONSTRUCTION, INC. the party making the foregoing bid that the bid is not made in the interest of, or on the behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. SUKUT CONSTRUCTION, INC. Name of Bidder J.H. PABBRUWEE ignatur f Bidder '1RE=NT 4010 W. CHANDLER AVENUE SANTA ANA, CALIFORNIA 92704 Address of Bidder Subscribed and sworn to before me this 7 day of MARCH , 2000. NOTARY PUBLIC C-4 MARGARET ,. KHLEY 306COMMISSION G . Notary Public - Cali(omia = ORANGE COUNTY G My Commission Expires AUGUST 22, 2001 NOTARY SEAL CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California SS. County of Orange On March 7, 2000 before me, Margaret K. Herley, Notary Public Date Name and Title of Officer (e.g., "Jane Doe, Notary Public") personally appeared J. H. Pabbruwee , Name(s) of Signer(s) MARGARET K. HERLEY �. COMMISSION #1151036 G Notary Public - California 3 = ORANGE COUNTY O My Commission Expires AUGUST 22, 2001 IN 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. WITNESS my hand and official seal. Place Notary Seal Above Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: NON -COLLUSION AFFIDAVIT Document Date: 3-7-00 Number of Pages: 1 Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: J. H. Pabbruwee _ Individual Top of thumb here 2 Corporate Officer —Title(s): Vice President Partner — - Limited = General Attorney in Fact E ] Trustee Guardian or Conservator Other: Signer Is Representing: Sukut Construction, Inc. 0 1997 National Notary Association • 9350 De Soto Ave., P.O. Box 2402 • Chatsworth, CA 91313.2402 Prod. No. 5907 Reorder: Call Toll -Free 1-800-876.6827 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 SLATER CHANNEL IMPROVEMENTS, between STA. 98+81.74 and STA. 164+37.45, (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. Date: 3/7/2000 SUKUT CONSTRUCTION, INC. CONTRACTOR y J. . PABBRUWEE Title VICE PRESIDENT C-5 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14") 10.5, the Bidder shall complete, under penalty of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? ❑ Yes ® No If the answer is yes, explain the circumstances in the space provided. Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code, each CONTRACTOR to whom a public works contract has been awarded shall sign the following certificate. I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. Date: 3/7/2000 SUKUT CONSTRUCTION, INC. CONTRACTOR By J. 1h PABBRUWEE Title VICE PRESIDENT C-7 UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded CONTRACTOR prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-422-4133 a minimum of two working days before scheduled excavation. Dig Alert Identification Number: CONTRACTOR Title Date: Note: This form is required for every Dig Alert Identification Number issued by U. S.A. during the course of the Work. Additional forms may be obtained from the AGENCY upon request. C-8 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: SUKUT CONSTRUCTION, INC. Bidder Name 4010 W. CHANDLER AVENUE Business Address SANTA ANA CALIFORNIA 92704 City, State Zip ( 714) 540-5351 Telephone Number 554278 "A", "B", HAZ" State CONTRACTOR's License No. and Class 11-1-88 Original Date Issued 1-31-2001 Expiration Date The work site was inspected by MARK SETZER of our office on 3/7 , 2000. The following are persons, firms, and corporations having a principal interest in this proposal: SUKUT CONSTRUCTION, INC. MICHAEL CRAWFORD, PRESIDENT JERRY H. PABBRUWEE, VICE PRESIDENT LINDA I. ADAMS, CORPORATE SECRETARY PAUL KULIEV. CHIEF FINANCIAL OFFICER C-9 , - I 1� Tlie 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. SUKUT CONSTRUCTION, INC. Company Name JERRY H. PABBRUWEE, VICE PRESIDENT Printed or Typed Signature Subscribed and sworn to before me this day of RG4 , 2000. MARGAR�E.HERLEY .- COMMISSION #1151036 c a Notary Public - California 3 ORANGE COUNTY O I = My Commission Expires AUGUST 22, 2001 NOTARY PUBLIC � �,�LG,�yQ' � G� _ 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: 201 E. SANDPOINTE, STE. 200 TRANSPORTATION CORRIDOR AGENCIES SANTA ANA, CA 92700 Name and Address of Public Agency Name and Telephone No. of Project Manager: RUSSELL ZAPALAC (714) 436-9800 ENGINEERING DESIGN & CONSTRUCTION $800,000,000.00 SERVICES FOR 23 MILES OF 6 LANE HIGHWAY 12/99 Contract Amount Type of Work Date Completed 910 CALLE NEGOCIO, STE. 100 2. CITY OF SAN CLEMENTE SAN CLEMENTE, CA 92673 Name and Address of Public Agency Name and Telephone No. of Project Manager: HANDAN CIRIT (949) 498-2533 $965,000.00 STREET STABILIZATION 8/99 Contract Amount Type of Work Date Completed 10500 ELLIS AVENUE 3. ORANGE COUNTY WATER DISTRICT FOUNTAIN VALLEY, CA 92728 Name and Address of Public Agency Name and Telephone No. of Project Manager: TIM TALBERT (714) 378-8200 $2,038,000.00 BOND PIT SLOPE STABILIZATION 2/99 Contract Amount Type of Work Date Completed C-t0 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ss. County of Orange On March 8, 2000 , before me, Margaret K. Herley, Notary Public Date Name and Title of Officer (e.g., 'Jane Doe. Notary Public") personally appeared J. H. Pabbruwee Name(s) of Signer(s) tuIMRGARET K. HERLEY .- COMMISSION #1151036 Notary Public - California 3 ORANGE COUNTY O = My Commission Expires AUGUST 22, 2001 Place Notary Seal Above M 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. WITNESS my hand and official seal. Signature of Not Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Bidder's Information Document Date: 3 - 7 -00 Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: J. H. PABBRUWEE ❑ Individual Top of thumb here 2 Corporate Officer —Title(s): VICE PRESIDENT Partner — C Limited ❑ General Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: SUKUT CONSTRUCTION, INC. 0 1997 National Notary Association • 9350 De Soto Ave., P.O. Box 2402 • Chatsworth, CA 91313-2402 Prod. No. 5907 Reorder: Call Toll -Free 1-800-876-6827 wo Penn. i NIT -aW :2 t...... zo IROS CORP. 50 11 2 28th STREEr 10401k CA 90-tea91 cl f HUNTINGTC:' 3LA CA. �!' Nit: 1'4 'K4-� T I- . t p, -;,A. I.. lz��kf .erg 7 'j ME MAR; Q 84'. A el" K 1-M Nt Zip, 44 77 "':l- F"M - T4: L k ll�s ) L Cs- 45- -Fri -=-i- w rt SECTION C PROPOSAL for the SLATER CHANNEL IMPROVEMENTS From STA. 98+81.74 TO STA. 164+37.45 CASH CONTRACT No. CC-1089 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 180 working days, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth -in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 'If ~awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY'S option, be considered null and void. Accompanying this proposal of bid, find � � l 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 1 C-2 PROJECT BID SCHEDULE v A (DSR) Sta. 101+13 to Sta.126+47.95 tem strma a :em.: thmait pre xten e No Quantity' writtea inwords Unit Price Amount 1 1 Mobilization of equipment and materials lump sum Q Dollars $ $ Cents Per lump sum 2 1 Clearing and grubbing per plans and specs Lk W_ e lump sum © Dollars $ $ Cents Per lump sum 3 l Dewateri of construction area per plans and specs CAPlump sum QutS �► *ram Dollars $ Cents Per lump sum 4 I4504 Unclassified excavation per plans and specs cu yd @ ` tt-'Dollars $ �.�• $ ti_tI_ � Cents Per cu yd S 1 Demolish & disposal of exist. PCC transitions and slope protection use. lump sum @ tZ=:1 _ �++� _ Dollars $?IPX!I� $ Z� •� Cents Per lump sum 6 3066 Gravel base for PCC trap channel and transitions cu yd Dollars $ _0�:'�� Cents Per cu d 7 683 Structure fill for PCC trap channel and transitions cu yd c kgk:t'ry Dollars $ " • $ l b� Cents Per cu yd 8 8867 Compacted fill (non -expansive) per plans and specs cu yd u, a.x+�� —ac t Dollars $ `t Lj.t,_"C> $ -Sec-;) l LA Cents Per cu yd 9 3100 Concrete for trap channel lining per plans and specs cu yd C Dollars $ Z-��• $yZ`� Cents Per cu yd 10 110 Concrete for transitio s structures per plans and specs cu yd C _Dollars $ Cents Per cu yd C-1 as .t.9 %= PROJECT BID SCHEDULE - A (DSR) Sta. 101+13 to Sta. 126+47.95 tem Umat emMi xen Na. Quantity wntten is words Unit Prtce: Amount:' 11 2160 Construct 6' concrete block all per plans and specs sq ft Dollars S o Cents Per sq ft 12 280280 Reinforcing steel bar folr'PCC�rap chann n s lb �—b�T llars $ b• &C> $ ! 6 Cents Per lb 13 2875 Construct concrete block per sht. 18 and specs sq Dollars S 1S" $ L%3%ZQ7. o Cents Per sq ft 14 1 Restrip street per plans and specsw� � ti��• Zy lump sum Q Dollars $ $ 3 l �sss�a b Cents Per lump sum 15 8295 Filter Fabric. Type I per plans and specs 2 sq yd Q$ Dollars $ 1 $ 1 1 1=P. Cents Per sq yd 16 9580 plans and specs Filter Fabric- T=51— sq yd u - Dollars $ 1 .SSA $ lLA $.•�l ==::3 — 'C' �1S_ Cents Per sq yd 17 5 Construct ide drain per sht. 23, Detail A -A each (cr i 1++�� +� 11�n� $ Igtac.P. $ O Cents Per each 18 2610 6' high chain link (pvc coated) fence per plans and specs tin ft C �. S %r_Y Dollars S .vZ> $ o Cents Per tin ft 19 4 6' high x4' wide chain fink (pvv� coated) gate per plans and specs each Q Dollars $ $ %- a Cents Per each 20 2 6' high x 12' wide chain link (pvc a er plans and specs each a ��p'e�.Q�.� Dollars 77-vZ $ S Cents Per each C-2 as PROJECT BID SCHEDULE - A (DSR) ' Sta. 101+13 to Ste. 126+47.95 em time Item wtt -unit;price ea' e :Aov Quantity;;' 'Alien n' words Unit Pace Amount 21 1 Shoring per plans and specs lump sum @ t P-r -� � � � Dollars $ M-=c-c->` $ O Cents Per lump sum 22 60 Construct PCC sidewalk per plans and specs sq ft 4 Dollars $ 1 a. =C=. $ Cents Per sq ft 23 45 Construct PCC curb & gutter per plans and specs lin ft Q C�1 —_t' �qL Dollars $ -i�•� $ Cents Per lin ft 24 1 Traffic c trol `Dian�S and specs ,-�`C - lump sum @ �.t� ��-•.ssbTl�s s $t�e.a Cents Per lump sum 25 1 R&R 2" air vac per plans and specs each -� C3u �.....� l .ry.�.-� �.�� Doi dWAI- $ ZS%WC---> $ Z j� Cents Per each 26 1 R&R 4" pressure relief assembly per plans and specs c_�W_ each u. t�, Dollars $ $�• —43 o Cents Per each 27 1 Construct PCC drive approach plans and specs 1per ��� "t' ^�1• each C ��-si�4�+.��� Dollars $ Z��� $ Z� t7 Cents Per each 28 1 Construct PCC curb ramp per plans and pets each Q ���.•sr�t—� oei>�lars mc. $?�"-�� $ ZSL�O. O Cents Per each 29 1 Protect u 'lilies in place as required by plans and specs lump sum rr Dollars $'�'� $mod• Cents Per lump sum 30 2 Construct side drain`oer sh_t.?3; Detail D-D each Q t Dollars $�3-�--.r = $ �• Cents Per each C-3 as PROJECT BID SCHEDULE - A (DSR) Sta. 101+13 to Sta. 126+47.95 .Item shmated ..:::It*1nnFw1tftno price xten No uanti Q ty written m words tdt Pace :, Anmount ' 31 3 Construct side drain per sht. 23; Detail H-H ,1 each Q �W.Q%Am, -�+e�� 't-N VUlars �-- $"?�S�c�e $'�� d Cents Per each 32 1 Landscape areja' per plans and specs lump sum Q--�-- 1-N Dollars $ Cents Per lump sum 33 14 Rainbird 1812-SAM-VAN nozzle each c4 �s� Dollars $ 1e $ t� Cents Per each 34 1 10' (D.T.H.) Queen aim per plans and specs i each c `f'- a'-.'� Dollars b Cents Per each 35 7 5 gallon vines per plans and specs each Q _Dollars $ r"25�� b Cents Per each 36 5 1 gallon shrub per plans and specs each L� Dollars $ $ 500 •%z � Cents Per each 37 285 er pl s and specs Class A t�Pzi cu yd « Dollars $ l �r�. $ Z �gu Cents Per cu yd 38 15 5 gallon shrub per plans and specs each Dollars S Se-� �� S o Cents Per each 39 2 12' (D.T.H.) Queen p l� m per plans and specs each « -I?—tq w Dollars S te— $ o Cents Per each 40 760 2" class 315 PVC irrigation line per plans and specs In ft Q Dollars $ S •`�� $ 3`�• Cents Per In ft G>.%Ma 0 ba C-4 as PROJECT BID SCHEDULE - A (DSR) Sta. 101+13 to Sta.126+47.95 tem tsma a em wd unit rice xtended No Quantity`> wnften m words , Unit Price Amount .: 41 30 1" SCH 40 PVC irrigation line per plans and specs In ft Q C'+ Et Dollars $ 5.�� $ ���•� n Cents Per In ft 42 70 3/4" SCH 40 PVC irrigation line per plans and specs In ft uQ �L. Dollars $ $ �S�`9 Cents Per In ft 43 4 Ground cover (Freeway chips) per plans and specs cu yd cQt Dollars $-z•-�A• $� - d Cents Per cu yd 44 1 6 station IBOC battery operated irrigation controller each Dollars S ��� $ Sn��• d Cents Per each 45 1 # 14 remote controlwiretooperate 6 valves + common lump sum C �� Dollars d Cents Per lump sum 46 1 Rainbird quick couplerQC-40 each emu_,W-3 Dollars $ Z--'�• $ Z�v _;E: Cents Per each 47 1 Griswold 2000 seriesremotecontrol valve 2" size each Q W.— Dollars $ ''5��- • $ S�''� C=31 Cents Per each 48 18 A. C. pavement per pl s and specs vo. ton Dollars Cents Per ton LTotal Amount, Schedule A in Figures: S Z y Z'� �•� tal Amount Bid Schedule A in Words: .<<.�--��Nix St S_ v� Ytz E 0 a C-5 as PROJECT BID SCHEDULE - B (HMGP) Per cu yd 7 4315 Structure fill for PCC bo , trap channel a transitions cu yd @ Dollars $ $ Cents Per cu yd 8 5903 Compacted fill on -expansive) per plans and specs cu yd @ ollars $ $ Ce s Per c yd 9 1748 Conc to for trap channel lining per plans and specs cu yd Dollars $ $ Cents er cu yd 10 160 Concrete for transitions structures per plans and specs cu yd @ Dollars $ ' $ Cents Per cu yd C-1 bs PROJECT BID SCHEDULE - B (HMGP) tem-Estimated No. Quantity Item with unit price written in words Unit Price Extended Amount 11 540 cu yd Concrete for double 7.5'x12' box per plans and specs @ Dollars $ $ Cents Per cu yd 12 236720 lb Reinforcing steel bar for PCC box, trap channel and transitions @ Dollars Cents $ Per ►b 13 992 sq ft Const ct concrete block per sht. 18 and specs @ liars $ $ Cents Per sq ft 14 2716 tons Construct Rip r per plans and specs @ Dollars $ $ Cents Per tons 15 8085 sq yd Filter Fabric- Type I per Tans an cs a Dollars $ $ Cents Per sq yd 16 12825 sq yd Filter Fabric- Type II per ans an specs a Dollars $ $ Cents Per sq yd 17 5 each Construct si7in per sht. 23; Detail A -A a Dollars $ $ Cents Per eac 18 2310 lin ft 6' high hain link (pvc coated) fence per plans and spe cr D lars $ $ Cent P r lin ft 19 4 each high x 4' wide chain link (pvc coated) gate per plans and spe @ Dollars $ $ Cents Per each 20 4 each 6' high x 12' wide chain link (pvc coated) gate per plans and specs @ Dollars Cents $ $ Per each C-2 bs PROJECT BID SCHEDULE - B (HMGP) Itemate ntity Item with unit price written in words Unit Price Extended Amount 6' high x 15' wide chain link (pvc coated) gate per plans and specs a Dollars $ $ Cents Per each A. C. pavement per plans and specs C Dollars Cents Per ton $ 23 790 ton Aggregate b� a per plans and specs (a-,) Dollars $ $ Cents Per ton 24 300 sq ft Construct PCC sidewalk er plans and specs u Dollar $ $ Ce s Per sq ft 25 52 lin ft Construct PCC curb & gutter per p s and specs (c`t�, Dollars Cents $ $ Per lin ft 26 1 lump sum Traffic control per plans and specs a Dollars $ $ Cents Per lump sum 27 1 lump sum Protect existing utilities in piac as required by plans a specs @ Do ars $ $ Cents Per lump sum 28 1 lump sum Restrip street per pla sand specs a Dollars $ Cents Per lump sum 29 1 each Construct PCC drive approach per plans and specs n Dollars $ $ Cents Per each 30 1 each Construct PCC curb ramp per plans and specs a Dollars $ $ Cents Per each C-3 bs PROJECT BID SCHEDULE - B (HMGP) Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 31 1 R&R 12" water main and appurtenances per plans and specs lump sum @ Dollars $ $ Cents Per lump sum 32 1 R&R 42" water main and appurtenances per plans and specs lump sum Dollars $ $ Cents Per lu p sum 33 1 Dewater & chlorinate 42" water main per plans and specs lump sum a Dol s $ $ ents Per lump sum 34 2 Construct side drain r sht. 23; Detail 13-13 each nu, Dollars $ $ Cents Per each 35 1 Construct side drain per sht. 23; et C-C each r< Dollars $ $ Cents Per each 36 1 Construct side drain per t. 23; Detail E- each C Dollars $ $ Cents Per each 37 1 Construct side rain per sht. 23; Detail F-F each n ollars $ $ C is Per a ch 38 1 Cons uct side drain per sht. 23; Detail G-G each r Dollars $ $ Cents Per each 39 1 Construct side drain per sht. 23; Detail H-H each @ Dollars $ $ Cents Per each 40 1 Landscape area per plans and specs lump sum a Dollars $ $ Cents Per lump sum C-4 bs I I' PROJECT BID SCHEDULE - B (HMGP) Rem No. Estimated Quantity Item with unit price written in words Unit Price Extended Amount 41 1 lump sum Shoring per plans and specs @ Dollars Cents $ $ Per lump sum 42 150 In ft Install 6" irrigation sleeve per std. @ Dollars $ $ --:::�����Cents Per In ft 43 21 each Rainbi d 1812-SAM-VAN nozzle @ $ $ /Ce Per each 44 1 each 15' (D.T.H.) Q een palm per plans and specs @ Dollars $ $ Cents Per each 45 10 each 5 gallon vines per plan and specs @ Dollars $\1 $ Z Cents Per each 46 10 each 1 gallon shrub per plans a sp s @Dollars $ $ Cents Per each 47 285 cu yd Class A top soil er plans and specs cr Dollars Cents $ $ Per cu d 48 54 each 5 gallo shrub per plans and specs cr Dollars $ $ ents Per each 49 2 each 12' (D.T.H.) Queen palm per plans and specs @ Do1la $ $ Cents Per each 50 2 cu yd Concrete for restraining collar (anchor ring) per plans and specs cr Dollars $ $ Cents Per cu yd C-5 bs PROJECT BID SCHEDULE - B (HMGP) teln No. Estimated Quantity Item with unit price written in words Unit Price Extended Amount 51 180 lb Reinforcing steel bar for restraining collar a Dollars Cents $ $ Per lb 52 1 each manhole per plans and specs a Dollars ConVeach $ $ Cents Per 53 60 lin ft 2" class 315 VC irrigation line per plans and specs u Dolla nts $ $ Per lin ft 54 100 lin ft V SCH 40 PVC irriga 'on line per plans and specs nu, Dollars $ $ Cents Per lin ft 55 90 lin ft 3/4" SCH 40 PVC irrigation lin per p ns and specs n Dollars $ $ Cents Per lin ft 56 22 cu yd Ground cover (Freeway ch' s) per plans nd specs C Dollars $ $ Cents Per cu yd 57 1 each 6 station IBOC ttery operated irrigation controll r n Dollars $ $ nts Per ea 58 1 lump sum ote control wire to operate 6 valves + common # 1VY- Dollar $ $ Cents Per lump sum 59 1 each Rainbird quick coupler QC-40 a. Dollars $ $ Cents Per each 60 2 each Griswold 2000 series remote control valve 2" size n Dollars $ $ Cents Per each C-6 bs PROJECT BID SCHEDULE - B (HMGP) tem stimateitem wit unit price xten e No. Quantity written in words Unit Price Amount 61 2 24" box tree per pI and specs each C D s $ $ Cents Per each 62 Not Used u D rs $ $ Cents Per II Total Amount Bid Schedule B in Figures: $ Total Amount Bid Schedule B in Words: Total Amount Bid Schedule A and B in Figures: $ -421n II Total Amount Bid Schedule A and B in Words: II NOTE: The contract will be awarded to the lowest responsible bidder, based on the total combine additive bid proposals received. Bid additives are for cost accounting purposes only and shall not b considered separately in determining the lowest responsible bidder. Substitutions for cost reductio purposes may be considered for possible material substitutions at the full discretion of th ENGINEER only after the lowest responsible bidder has been determined. C-7 bs 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 Wor Name and Address of SubCONTRACTOR State License Number Class �h�'!1�- %� �C. \I� \d1r\ T �.+t I.-3Z ar-z.R By submission of this proposal, the Bidder certifies: That he is able to and will perform the balance of all work which is not covered in the above subCONTRACTORs listing. 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subCONTRACTOR for this project. C-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California $s. County of Orange Tom Zondi ros , being first duly sworn, deposes and says that he or she is President of Zondi ros Corporation 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. 250 28th Street Hermosa Beach, CA 90254 Address of Bidder Subscribed and sworn to before me this day of . 2000. NOTARY PUBLIC NOTARY SEAL C-4 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of CALIFORNIA County of Riverside - On March 21, 2000 before me, Natalia L. Martinez, Notary Public Name and Title of Officer(e.g. "Jane Doe, Notary Public) personally appeared Tom Zondiros, President , 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/aFe subscribed to the within Instrument and acknowledged to me that he/shekhey executed the same in his/hefA-K& authorized capacity&-- and that by his/4efsAh& signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. NATA!_;� t_. MARTINEZ C5 �'•�' `s COMM. #1152902 WITNESS my hand and official seal. NOTAR. PUBLIC -CALIFORNIA !n RIVERSIDE COUNTY My Comm. Expires Aug. 24, 2001 Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachement of this form to another document. Description of Attached Document Title of Type of Document: Non Collusion Affidavit Document Date: March 21, 2000 Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑Individual Corporate Officer Title(s):President Partner --- ❑Limited ❑General ❑Attorney -in -Fact ❑Trustor/Trustee ❑Guardian or Conservator ❑Other: Signer is Representing: Zondiros Corporation Signer's Name: ❑Individual ❑Corporate Officer ❑Title(s): ❑Partner --- ❑Limited ❑General ❑Attorney -in -Fact ❑Trustor/Trustee ❑Guardian or Conservator ❑Other: Signer is Representing: r 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 SLATER CHANNEL IMPROVEMENTS, between STA. 98+81.74 and STA. 164+37.45, (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. Date:-2l-c�c7 CONTRACTOR 2=-s-% \ Title C-5 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? ❑ Yes /No If the answer is yes, explain the circumstances in the space provided. Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 ) ; 1 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: 'S Z k-Lx7 Title C-7 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Bidder Name But s1iness Address Qs City, State Zip Telephone Number `_z State CONTRACTOR's License No. and Class Original Date Issued Expiration Date The work site was inspected by =— of our office on "3— I2000. i cz,=:nr The following are persons, firms, and corporations having a principal interest in this proposal: C-9 The undt-rsigned 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 Biddbr Printed or Typed Signature Subscribed and sworn to before me this day of , 2000. 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: Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed 2. Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed C-10 250 28th Street . Hermosa Beach, CA 90254 • Phone 310-210-0705 FAX 310-937-8666 REFERENCES David McBride Senior Engineer Storm Drain 36" RCP City of Rancho Palos Verdes Project value $214,000 310-541-6500 Completed 12/98 Miguel Hernandez Engineer Slope Repair project City of West Covina Project value $80,000 626-814-8425 Completed 11 /98 Greg Weiss Senior Inspector 626-458-3122 Robotic Pipe Repair Ben Oroomchi Senior Civil Engineer 818-896-0594 Project value $339,000 L. A. County Dept. of Public Works Completed 5/99 David Wu Earth Drainage channel Engineer Project value $19,000 City of Palmdale Completed 11 /98 805-267-8425 Jeff Winner Treatment plant Improvements District Manager Project value $ 82,000 Lake Arrowhead Community Services District Completed 12/98 909-337-8555 EXT 232 Lake Arrowhead Community Services District Sewer Rehab 8" C-900 Jeff Winner District Manager Project value $150,000 909-337-8555 EXT 232 Completed 9/99 Lake Arrowhead Community Service District A.C. Storage Site Jeff Winner District Manager Project value $110,000 909-337-8555 EXT 232 Completed 10/99 John Reagan Senior Inspector Various channel repair Los Angeles County Dept. of Public Works Project value $310,000 626-358-3122 In progress Orange County Flood Control Concrete channel Vince Gonzales Senior Inspector Project Value $ 98,000 661-274-0753 Completed 9/99 Los Angeles County Dept. of Public Works Robotic Pipe Repair Callabasas Project Project Value $ 100,000 Ben Oroomchi 818-896-0594 Completed 12/99 Iggy Ruiz 562-861-0316 Page 1 City of Rolling Hills Estates Sam Wise 310-377-1577 City of Simi Valley Terry Curson 805-583-6804 REFERENCES Page 2 12" Storm Drain 62 Strawberry Lane Project Value $ 40,000 Completed 12/99 4" Drain Line Casarin Ave Well Drain Project Value $60,000 Completed 2/2000 r✓� SECTION C PROPOSAL for the SLATER CHANNEL IMPROVEMENTS From STA. 98+81.74 TO STA. 164+37.45 CASH CONTRACT No. CC-1089 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 180 working days, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 T PROJECT BID SCHEDULE - A (DSR) Sta. 101+13 to Sta. 126+47.95 .� tem st>Imate tem wit unit price xtendeEd e. NO.. Quantity::: written in words :; Unit Price Amount 1 1 Mobilization of equipment and materials lump sum @ r~ 2IZ r� httj tj 1 ad D Dollars $L/ , CVQ` $ yo, 090 - Cents Per lump sum 2 1 Clearing and grubbing per and specs lump sum /plans @ V tn'Fy T1/ agsft'4 a Dollars . ] $ 70 000.— $ 9(ZO - A) 0 Cents Per lump sum 3 1 Dewatering of construction area per plans and specs lump sum a Ne hurtdrj '}'6AASa► QJ Dollars $ $ l A) 0 Cents Per lump sum 4 14504 Unclassified excavation per plans and specs cu yd @ La%m- Dollars $ C $I jGj03-2, 'mod Cents Per cu yd 5 1 Demolish & disposal of exist. PCC transitions and slope protection lump sum @'r-py2 Dollars $ fuc/ $ 00o Cents Per lump sum 6 3066 Gravel base for PCC trap channel and transitions cu yd a F1 ply Dollars $ SQ — $ IS A) 0 Cents Per cu yd 7 683 Structure till for PCC trap channel and transitions cu yd u F O 96:�_ Bollars $ —0 _ $ Cents Per cu yd 8 8867 Compacted fill (non -expansive) per plans and specs cu yd @ Y. Dollars $ Cl3 �10 Cents Per cu yd 4 3100 Concrete for trap channel hni g per plans and specs cu yd @ cu C % ftCW Dollars $ . ^ $ y3�O N Q Cents Per cu yd 10 110 Concrete for transitions structures per plans and specs cu yd cr "Pn U Q_ ir\ U'C1G` 2. FY1 — Dollars $ 4o0__ $ 4A,Ooc f [n —Cents Per cu yd C-1 as PROJECT BID SCHEDULE - A (DSR) Sta. 101+13 to Sta. 126+47.95 :Item: No Estimated'Item Quantity' with: unit pr><ce written in words ' Unit Price Extended Amount 11 2160 sq ft Construct 6' concrete block wall per plans and specs n �W e �/ e, Dollars $ $�9'ZQ Cents Per sq ft 12 280280 lb Reinforcing steel bar for PCC trap channel and transitions n _V N �� U1 Dollars $ tV Cents Per lb 13 2875 sq ft Construct concrete block per sht. 18 and specs n Dollars $ Z� $ Q — Cents Per sq ft 14 1 lump sum Restrip street per plans and specs .cr � ``C�16F—fry Dollars '(1 p Cents $ 3000^ $ occ Per lump sum 15 8295 sq yd Filter Fabric- Type I per plans and specs n O Dollars $ NO Cents Per sq yd 16 9580 sq yd Filter Fabric- Type II per plans and specs a ^�� O Dollars l�l — Cents $ Per sq yd 17 5 each Construct side drain per sht. 23; Detail A -A @ L. '_VVOy SO- vN p Dollars $ 3,COD $ S 000_ Cents Per each 18 2610 lin ft 6' high chain link (pvc coated) fence per plans and specs n W e C'%* .( Dollars $ ZO $ 521 2DO TVO Cents Per fin ft 19 4 each 6' high x4' wide chain link (pvc coated) gate per plans and specs @ ELE\1 0 C\OQF_0 >— DoItars IJO Cents Per each $ I, $ 4, 20 2 each 6' high a 12' wide chain link (pvc coated) gate per plans and specs n_VV3Cb Dollars $ UO— $ 4i0Cb_ '(10 Cents Per each C-2 as PROJECT BID SCHEDULE - A (DSR) Sta. 101+13 to Sta. 126+47.95 Item No Estimatedtem Quantity :wit unit price written in words Unit Price' xten a ::: Amount 21 1 lump sum Shoring per plans and specs a -'C\ \j ,_N4(�C�V 50L,610 Dollars $ 5,pOl7 $ p00— " O Cents Per lump sum 22 60 sg ft Construct PCC sidewalk per plans and specs C TW e—\ V IP Dollars $ ]V C� --tents Per sq ft 23 45 lin ft Construct PCC curb & gutter per plans and specs u> V -e Dollars $ $ N — Cents Per fin ft 24 1 lump sum Traffic control per plans and specs ✓ � � t'E-� T�O��-'�� — Dollars $ o 000— $ ()06 N0 Cents Per lump sum 25 1 each R&R 2;" air vac per plans and specs u0 1 r�C2e O`)S�►-r'�C� Dollars $ 33 00o $ OQV— i Cents Per each 26 1 each R&R 4" pressure relief assembly per plans and specs u: OU'iZ— .�.c� Dollars $ 000— ,,��� $ +, 0001 Cents Per each 27 1 each Construct PCC drive approach per plans and specs n Thte-e --`�OQsc-�& Dollars $ O $ 000 N d — Cents Per each 28 1 each Construct PCC curb ramp per plans and specs a -rr\o%lSe_#^j Dollars $ DOO— I�l — Cents Per each 29 1 lump sum Protect existing utilities in place as required by plans and specs 7,c\_V�00SO_X\8_ -- Dollars $ 10�G06 $ 1010 Op 'n O -- Cents Per lump sum 30 2 each Construct side drain per sht. 23; Detail D-D a �VJ-2�(`(}<rA �� \/ e— )Ajj*kWWRolllars T"� O -- Cents $ Zi rJ00 $ 5,Coo Per each C-3 as 36' MATE! UNE U, So xvilLrE. MANW you MEET OR EXCffD flE FEQUWVMS OF ALB M C•471 VECMATIM ONM m"Jc" — --f—VAULT SECTION A -A N. T.S. CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBUC WORKS alwW 20" ACCESS MANHOLE DETAIL I Poge 2 of 2 � Y ` � 3 , Notice To All Bidders: City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER ONE For Slater Channel Improvement Project CC- 1089 March 1, 2000 Please note the following revision to the Project Plans, Specifications, and Technical Provisions: Per sheet 1A of 38 Construction Note number 55 shall be deleted and replaced with the following: Furnish and install 20" access manhole per City detail, and shall be read accordingly on all applicable sheets. This modification does not change the Engineer's Estimate or the Bid Opening date/time for this project. This is to acknowledge receipt and review of Addendum Number one, dated March 1, 2000. REYES CONSTRUCTION, INC. Company Name 03-21-00 Date �2 - 9.4,-1, All bidders must acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Steve Krieger at (714) 536-5259. MANHOLE H.B.M.W.D. & COVER WITH LETTERS 1I.B.M.W.W AUW6RA FOINORY A-AU-B OR TOP OF PAVEMENT OR a �. caI TE EWX. �NrER OVER EXISTING cGtW FEAM COLLAR MANWAY ACCESS INAS REOUM. I -1 GROUT ALL JOINTS AND • : 36* • 6' P.Y.C. GRAVEL FILLED vaDs St100TH WATER FOR ORANAGE Tom NSIOE a our. . A �. - ==IA FORM KEY IN�• ti BASE AND SET mm#QE IN Gaff AFTER • BASE HA8 SET • a . ;. •' . ' - . 0. MANHOLE BASE SHALL BE POl1TA:D N LNDISTLOW SOIL 20" ACCESS MANHOLE DETAIL N. T. S. CITY OF HUNTINGTON BEACH UM DEPARD"T OF PUBLIC WORKS e 20" ACCESS MANHOLE DETAIL Page I of 2 ELI City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER TWO For Slater Channel Improvement Project CC- 1089 March 7, 2000 Notice To All Bidders: Please note the following revision to the Project Plans, Specifications, and Technical Provisions: Delete CONSTRUCTION NOTES on sheet 24 of 38 and replaced with the following: CONSTRUCT SIDE DRAIN OUTLET STRUCTURE PER PLAN, PROFILE AND DETAILS ON SHEET 23. 12 CONSTRUCT 6' HIGH PVC COATED CHAIN LINK FENCE PER APWA STD. PLAN 600-1. IS)FURNISH AND INSTALL 20" WSP MANWAY PER CITY OF LONG BEACH STD. WDS-210 MODIFIED TO CITY OF HUNTINGTON BEACH REQUIREMENTS. 56 FURNISH AND INSTALL AIR -VAC PER CITY STD. 611, LOCATION PER DIRECTION OF WATER INSPECTOR. 57 FURNISH AND INSTALL 4" BLOW -OFF PER CITY STD. 608, LOCATION PER DIRECTION OF WATER INSPECTOR. This modification does not change the Engineers Estimate or the Bid Opening date/time for this project. This is to acknowledge receipt and review of Addendum Number two, dated March 7, 2000. REYES CONSTRUCTION, INC. Company Name By 03-21-00 Date All bidders must acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Steve Krieger at (714) 536-5259. City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER THREE For Slater Channel Improvement Project CC- 1089 March 9, 2000 Notice To All Bidders: Please note the following clarifications and revisions to the project specifications: 300-4 UNCLASSIFIED FILL [Delete the second paragraph and replace with the following:]. Full compensation for transporting excavated material or import borrow and placing it as compacted fill shall be considered as being included in the CONTRACT bid price per CUBIC YARD for Compacted Fill (Unclassified Fill) compacted in place; and no adjustment for shrinkage, subsidence or any other allowance will be made therefor. [Delete the ninth paragraph and replace with the following:]. Full compensation for conforming to the requirements of Compacted Fill (Unclassified Fill) shall be considered as included in the CONTRACT unit price bid per CUBIC YARD, and no additional compensation will be allowed therefor. 213-2 GEOTEXTILES 213-2.2 Physical Properties [Delete the third paragraph and replace with the following:]. Geomembrane underliner shall be non -woven type I for application under concrete structures and non- woven type II for application under the riprap channel lining as specified by PFRD Standard Plan 1808. " DENDUM No. 3 - 1089 3-9-00 Page 2 of 2 The City is providing the following City of Huntington Beach Standard Plans for additional information: 606 608 612 613 614 Section 02510.1 This modification does not change the Engineer's Estimate or the Bid Opening date/time for this project. This is to acknowledge receipt and review of Addendum Number Three, dated March 9, 2000. REYES CONSTRUCTION, INC. ae-1-1 Company Name By 03-21--00 Date All bidders must acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Steve Krieger at (714) 536-5259. f SIEVE SIZE NO 4 NO. 30 NO. 100 APPROVED: A.C. PAVEMENT SEE STD PLN 606A FOR T—TO WITH OR WITHOUT BASE: WHEELCUT, SAWCUT OR SIMILAR, PLACE A.G. WITH APPROVED SPREADING DEVICE. TRENCH 2ONE 95 % COMPACTION 14 A.W.G. COPPER WIRE COVER 12" PIPE ZONE 90 X COMPACTION 'TACK COAT•+' b' MIN. ; bivc wioni o T&pb' MIN. MARNc. 77. PERCENT PASSING 95 - 100 26 - 60 2 - 10 GENERAL NOTES PAVEMENT TO BE REPLACED: A.C. 1' GREATER THAN EXISTING, 5- MINIMUM. BACKFILL PER SECTION 306-1.2.1 OF STANDARD SPECIFICATIONS (GREEN BOOK). SAND EQUIVALENT 25 MINIMUM. COUPLING PIPE EMBEDMENT BEDDING MIN. 6" O1 BACKFILL MATERIAL FOR ALL TRENCHES SHALL HAVE A CERTIFIED SAND EQUIVALENT OF NOT LESS THAN 25 AND SHALL CONFORM TO THE FOLLOWING GRADATION (SEE ABOVE) O PROJECT EXCAVATION MAY BE USED AS BACKFILL MATERIAL ONLY IF IT MEETS THE A80VE REQUIREMENTS. CONTRACTOR SHALL PAY TESTING LABORATORY TO CERTIFY BACKFILL O COMPACTION METHODS SHALL CONFORM TO SECTIONS 301 AND 306-1.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION) WITH THE EXCEPTION OF HYDRO —HAMMER. O ALL TRENCHING & CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. • A METALLIC LINED TAPE FOR UNDERGROUND PIPES, MARKED "CAUTION% 'WATER LINE BURIED BELOW", IN POLYETHYLENE FILM COLOR BLUE, INSTALLED ABOVE PIPE 2" WIDE. CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBLIC WORKS GATE: 6/23/99 I TRENCHING AND RESURFACING DETAIL mfa fANDARD PLAN 606 TOP OF ASPHALT PAVEMENT A�- rn Zc_ ci 8" ALL AROUND �uJ Of_ w w 'n a > 14 A.W.G. COPPER WIRE _o �' a 2U- WITH 12" LAP INSIDE COVER > w- xa W N O O (ONE PIECE) > J a > Z. 1.) GENERAL NOTES TOP OF VALVE BOX SHALL BE FLUSH WITH TOP OF PAVEMENT 2.) REFER TO GENERAL NOTES ON PUBLIC WORKS STD PLAN 100. 3.) RADIO LOCATION TAPE OR COPPER WIRE SHALL BE SECURELY TAPED TO THE INSIDE OF THE VALVE BOX. ITEM DESCRIPTION SPECIFICATION OTY Ot VALVE BOX COVER. MARKED 'WATER' 02085.9 1 O2 8" P.V.C. SCH 100 02530.9 AR 3 CONCRETE COLLAR 03300 1 APPROVED: �.A CITY OF HUNTINGTON BEACH +� r DEPARTMENT OF PUBLIC WORKS CITY ENGINEER LAN STANDARD P 6/23/99 VALVE BOX ASSEMBLY 612 DATE: MAIN TO REMAIN • IN SERVICE MAIN TO BE ABANDONED MAIN TO REMAIN MAIN TO BE ABANDONED IN PLACE (NO PRESSURE) I IN SERVICE . IN PLACE (NO PRESSURE) UNDISTURBED EARTH (TYPICAL) 1' MIN. O - w - ' �. -.. � 6' MIN. dd: Ad IL x 44 •C xuW 3xO SEAL MAIN SEAL MAIN WITH CONCRETE __�L'a — WITH CONCRETE EXISTING THRUST BLOCK INSTALL PLUG (RUBBER REMOVE G.V. CUT 6 REMOVE BOLT ON BLIND FLANGE. REMOVE G.V. CUT 6 REMOVE RING OR CALLKED) PORTION OF EXISTING MAIN ENCASE TEE IN CONCRETE PORTION OF EXISTING MAIN PLAN PLAN EXISTING HUB END EXISTING FLANGED FITTING OR VALVE FITTING OR VALVE MAIN TO REMAIN MAIN TO BE ABANDONED MAIN TO REMAIN MAIN TO BE ABANDONED IN SERVICE IN PLACE (NO PRESSURE) IN SERVICE IN PLACE (NO PRESSURE) WELD STEEL I' MIN. / 1' MIN. END PLATE G ' f — W � e A•. � 3 d — u � // SEAL MAIN _/!� WITH CONCRETE INSTALL CAP OR PLUG REMOVE G.V. CUT 8 REMOVE WELD ON CAP OR PLUG, SEAL IN CONCRETE POUR CONCRETE THRUST BLOCK PORTION OF EXISTING MAIN KEYED AGAINST UNDISTURBED EARTH PLAN EXISTING ASBESTOS -CEMENT, POLYVINYL CHLORIDE, OR CAST-IRON MAIN GENERAL NOTES I. REFER TO STANDARD PLAN NO. 614 FOR BEARING AREAS ON THRUST BLOCKS. 2. REFER TO GENERAL NOTES ON PUBLIC WORKS STD PLAN 100. 3. REFER TO SPECIFICATION 03300 FOR CONCRETE REQUIREMENTS. 4. REFER TO SPECIFICATION 02224 FOR ABANDONMENT OF UTILITIES. `SEAL MAIN WITH CONCRETE CUT 6 REMOVE PORTION OF EXISTING MAIN PLAN EXISTING STEEL MAIN APPROVED: CITY OF HUNTINGTON BEACH �J� +ff DEPARTMENT OF PUBLIC WORKS �CITY ENGINEER STANDARD PLAN METHODS FOR CUTTING AND PLUGGING DATE: 6/23/99 EXISTING WATER MAIN 613 90 DEGREE BEND REDUCER TEE AND PLUG BEARING AREA SQUARE FEET PIPE DIAMETER TEES, PLUGS & REDUCERS 90' SEND 45' SENDS 22 1/2' BENDS 1. BEARING AREAS DESIGNED FOR MAXIMUM OF 1500 PSF SOIL BEARING CAPACITY. 2. BEARING AREAS SHALL BE INCREASED AT THE OPTION OF CITY ENGINEER IF SOIL BEARING PRESSURE IS LESS THAN 1500 PSF. 3. CONCRETE SHALL BE PER SPECIFICATION 03300. 4. REFER TO GENERAL NOTES STANDARD PLAN 100. 5. BEARING AREAS OF BLOCK IN LINE OF RESULTANT THRUST SHALL BE AGAINST UNDISTURBED EARTH. 6. TIE BARS SHALL BE 112' EPDXY COATED REBAR (PER ASTM 767 AND D3963) OR STAINLESS STEEL (WPHEN EXPOSED) WITH ACI HOOKED ENDS. THRUST BLOCKS FOR VALVES, CROSSES AND VERTCAL THRUST VERTICAL THRUST VALVES CROSS TIE BAR JE BAR (TYPICAL) TIE BAR THRUST BLOCKS FOR VALVES, CROSSES AND VERTICAL THRUST PIPE DIAMETER THRUST BLOCK REQUIRED 4- 21 CUBIC FEET 6- 1 CUBIC YARD 8. 2 CUBIC YARDS 12' 6 CUBIC YARDS 14" 9 CUBIC YARDS 16" 11 CUBIC YARDS CITY OF HUNTINGTON BEACH t b DEPARTMENT OF PUBLIC WORKS CITY ENGINEER STANDARD PLAN THRUST BLOCKS 614 DATE: 6/23Z99 I PART1 GENERAL 1.01 QUALITY ASSURANCE A Ductile Iron 1.02 SUBMITTALS out sMab on A mibrod or beveled pipe PART2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A Ductile Iron Pipe B Ductile Iron Pipe Fittings C Rubber Gasket Joints for DIP D BunaN Nitrile Gaskets E Insulating Bushings, Unions, Flange Insulation Kits, Casing Insulators F Gaskets G Polyethylene Encasement H Tape for Polyethylene Encasement 2.02 MATERIALS A Meter IsSt�eafication'References€> € B Materials Schedule: Ductile Iron Pipe Fluid Conveyed Working Pressure Pipe Class Ends Joints Fitting Material Restrained Joints i TFii ...... Ge:::::::::::::.:::iiii Class 260 ANSI AWWA C115 Flanged Joints Fold Pressure I AWWA COCO I all pipe 1 Contractor I Contraetar DIPRA 40 for R"Li" par t. oin required Ductile Installation1goPela:::Et:'•5:3nOsaf>ir=iI Seet6 61 I S«AC�1 Ijblocks20*andl American Cat Iron Pipe Pacific States Cast Iron Pipe Co., United States Pipe and Foundry Comoarrv. Birrnin hem AL Provo UT Co. Union City. CA McWens Cast Tyler Pipe United States Pipe end Foundry Iron Plpe Napco Manufacturing Corp., Industries Company, Birmingham. AL m 'Union -Tito; Company Birmingham, Birmingham, AL Tyler, TX American Cast Iron Pipe Pacific States Cast Iron Pipe Co., United States Pipe and Foundry Company, Birmingham, AL, Provo, UT.'Fastite' Co., Union CI tr. CA, 'Tyton- 'Fastlte' Long Beach Industrial baskets Central PlasdcsCo..Shawn*e,0K EPCO Sales Inc., Cleveland, OH Pipeline Coating and Engineering Co. Crone Co. 'Cranite', long of Oarlock loinger, Richard, Inc, Sydney, OH Prussia PA . Northtown Co., Huntington Beach, CA JAA Manufacturing Co., Seotchwrep (11M). St Paul MN, No Tepeeoat Co., Everoton, IL, CT J No V-10 Uvin ston NJ. 60 Std Saecifications for Public Works Const. Section 207-9 Water 150 psi 350 Beveled plain -end x bell on standard length pipe Beveled plain end x beveled lain end on shorts Rubber Gasket Push -on Joints per C111 Bonding of joints required AWWA AWWA C110 Ductile Iron Fittings only Bolts and Studs Type 316 Stainless Steel per ASTM A193 Grade B8M Project ends of bolts 114 to 3/8 inch beyond nut Nuts and Washers Type 316 Stainless Steel per ASTM A194 Grade 8M Provide 1 washer per nut Flange Gaskets Cloth inserted rubber full face 1/8" thick gaskets Gaskets in Contaminated Soil BunaN Nitrile Gaskets Lining Standard Thickness Cement Mortar Lining ( 1/8" Minimum) Seal Coat Asphaltic Material Polyethylene Encasement Color Class C (Black) Tape 2inch width PART 3 EXECUTION 3.01 INSTALLATION A Installatimt S iflcatiort Refie.e e: €€S€€ [ €. DIPRA Guide for Installation of Ductile Iron Pipe B Test Schedule Filling Rate Test Pressure 200 psi Allowable Leakage P ..._... Sa€€4 m ......... _..........6.in:...................._B.In ................... an= gph/1000ft per AWWA C600 0.76 1.14 1.52 2.27 3.03;€€€: C PE Encasement Installation Method AWWA C105 Method A 02510.1 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER FOUR For Slater Channel Improvement Project CC- 1089 March 10, 2000 Notice To All Bidders: Please note the following clarifications and revisions to the project drawings: Transverse joints for the concrete trapezoidal channel shall be spaced not to exceed 40 feet nor be less than 10 feet, measured along the centerline of construction. This modification does not change the Engineer's Estimate or the Bid Opening date/time for this project. This is to acknowledge receipt and review of Addendum Number Four, dated March 10, 2000. REYES CONSTRUCTION, INC. (L Company Name By ��/ 03-21-00 Date All bidders must acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Steve Krieger at (714) 536-5259. PROJECT BID SCHEDULE - A (DSR) Sta. 101+13 to Sta. 126+47.95 tem No :..Estimated::::: Quantify:: tem witutp written in words Unit Price Extended . Amount 31 WMEMMMfMM 3 each Construct side drain per sht. 23; Detail H-H 1Al)'Y\Aefn Dolla Cents -7rs $ 1500— $ S00 Per each 32 1 Jump sum Landscape area per plans and specs @ V%v P.—��oVSa.x�c3-- —Dollars NO --- Cents $ 5, coo $ 151DoD— Per lump sum 33 14 each Rainbird 1812-SAM-VAN nozzle n Q' 1A* Hyw�o¢rtp Twt�n'�y GiyQDouars $ Z b $ tt�JC17 ly C ---dents Per each 34 1 each 10' (D.T.H.) Queen palm per plans and specs r _T'f\C2e, --Dollars $ 3l000r $ -3�Ooe� N b — Cents Per each 35 7 each 5 gallon vines per plans and specs @a, S\ x Dollars $ (000 $ Zpp N O -- Cents Per each 36 5 each 1 gallon shrub per plans and specs Dollars Cents Per each 37 285 cu yd Class A top soil per plans and specs Dollars $ 30 Cents Per cu yd 38 15 each 5 gallon shrub per plans and specs n VJO �Vl•�OQL� OQ-"�"\.\ Dollars $ 00 $ 31 WO 1- —Cents Per each 39 2 each 12' (D.T.H.) Queen palm per plans and specs n �vJp T�OyS��CS� — Dollars $ 2i00�' ��..,, $ +ODO j-0 O — Cents Per each 40 760 In ft 2" class 315 PVC irrigation line per plans and specs u TDollars $ l Z" $ Rom 00 - Cents Per In ft C-4 as PROJECT BID SCHEDULE - A (DSR) Sta. 101+13 to Sta. 126+47.95 tem No; : shmate .: Quantity': tem with unfit price written in words Unit Price ;:.; xten e Amount 41 30 In ft 1" SCH 40 PVC irrigation line per plans and specs Dollars Q $ D� $ 540— N d Cents Per In ft 42 70 In ft 3/4" SCH 40 PVC irrigation line per plans and specs «) E-1 Q r&,eer\ Dollars t- 0 Cents $ t00 $ I, 26c� Per In ft 43 4 cu yd Ground cover (Freeway chips) per plans and specs « S-1 ,cHv1 Dollars $ z4o— o----�• Cents Per cu yd 44 1 each 6 station 1130C battery operated irrigation controller «T�e\ V-e }k uty c5 fL E0 Dollars 1-3O ----Cents $ 1,Z00 $ ) Zoo Per each 45 1 lump sum # 14 remote control wire to operate 6 valves + common 0N d (2eC� Dollars $ 11 ZV6_ $ //?_DO— ►J O Cents Per lump sum 46 1 each Rainbird quick coupler QC-40 a Dollars $ $ Cents Per each 47 1 each Griswold 2000 series remote control valve 2" size oa TVJQ\V e N�y%_)AZi6Q Dollars Cents $ -zoo Per each 48 18 ton A. C. pavement per plans and specs « C) ,)e. 1kQ%_-.6 -e1a1=0e_+u —Dollars $ _ $Z SZO 1Jb —Cents Per ton 00 Total Amount Bid Schedule A in Figures: $ ) 6c? 96 Total Amount Bid Schedule Ain Words: ph Q M 111 l p iN SlxTee JlAo vsao Se\1ev'jy �--' C-5 as PROJECT BID SCHEDULE - B (HMGP) tem Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 1 1 Mobilization of equipment and materials lump sum @ nw1e kuv4A tjj0VSgSjd---Dollars $ 00 OM $ L?4, CO- / 0 Cents Per lump sum 2 1 Clearing and grubbing per plans and specs lump sum @ FIFIY 7,HpuS" D Dollars $ 5 $$Q�DOO• ` /J Cents Per lump sum 3 1 Dewatering of construction_ area per plans and specs lump sum @77hx<-U Tt10USU.x�C� — Dollars } $ f clOoC $ Q Opp— N O ^— Cents Per lump sum 4 23396 Unclassified excavation per plans and specs cu yd @ ELEJEn) Dollars $ /1% O ents Per cu yd 5 1 Demolish & disposal of exist. PCC box, transitions and slope protection lump sum @ Dollars $ t4l0 $ N O — Cents Per lump sum 6 2758 Gravel base for PCC Box, trap channel and transitions cu yd Dollars $ 55_' $ 5��6gb N o — Cents Per cu yd 7 4315 Structure fill for PCC box, trap channel and transitions cu yd @ Dollars $ 33 — $ I U395 ry0 Cents Per cu yd 8 5903 Compacted F11 (non -expansive) per plans and specs cu yd a \ { Dollars $ 9 $ 4-71 f`10 Cents Per cu yd 9 1748 Concrete for trap channel liming per plans and specs cu yd @am LAAre EIRr11'LY Dollars $ )go.— $3fAkqo. _ _Cents Per cu yd 10 160 Concrete for transitions structures per plans and specs _ cu yd a 'FOU Dollars $� $ p�0 NC� Cents Per cu yd C-1 bs PROJECT BID SCHEDULE - B (HMGP) Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 11 540 Concrete for double 7.5'x12' box per plans and specs cu yd CDollars $25p� $ t35iwo C — Cents Per cu yd 12 236720 Reinforcing steel bar for PCC box, trap channel and transitions lb a Dollars S. Q 2,- $ t7l Job FT'�Cents Per lb 13 992 Construct concrete block per sht. 18 and specs sq ft @ \-0e, V Q Dollars $ i z ., $ /l� a Cents Per sq ft 14 2716 Construct Riprap per plans and specs tons vTuaeo-h4 Sev2fl Dollars $ �% Cents Per tons 15 8085 Filter Fabric- Type I per plans and specs sq yd @ TW o Dollars $ /- O — Cents Per sq yd 16 12825 Filter Fabric- Type II per plans and specs _ sq yd n Tl� O Dollars $ 2 $ Z� b Sb �O -- Cents Per sq yd 17 5 Construct side drain per sht. 23; Detail A -A each n ThP-Ef- -Thousc-ne,L Dollars $ 1 OOO— $ j 06o— IV O —Cents Per each 18 2310 fin ft 6' high chain link (pvc coated) fence per plans and specs cc Twenl-u --6ollars $ �i $ ADO '—' Cents Per lin ft 19 4 6' high x 4' wide chain link (pvc coated) gate per plans and specs each cc ELEVEAN NUALJd Jeerfj --- Dollars J $ I c too— �j� $ ` o-- A) O — Cents Per each 20 4 6' high x 12' wide chain link (pvc coated) gate per plans and specs each Di 71J0 Thou S&.*Id —Dollars $ 2 00_ $ Al10 —Cents Per each C-2 bs PROJECT BID SCHEDULE - B (HMGP) tem No. Estimated Quantity Item with unit price written in words Unit Price Extended Amount 21 2 each 6' high x 15' wide chain link (pvc coated) gate per plans and specs a TWP.(1,k4 Ck)E HUAJQf, QDollars /V O Cents Per each $ DOJ $ �p — 22 480 ton A. C. pavement per plans and specs S� C Y16------� Dollars $ (01 — r ,, p_ $ G 1, GOy /N O — Cents Per ton 23 790 ton Aggregate base per plans and specs C wP-n-fl j FJ ✓'e Dollars p $ AJO —Cents Per ton 24 300 sq ft Construct PCC sidewalk per plans and specs n Ti,.) Dollars $ --Cents Per sq ft 25 52 lin ft Construct PCC curb & gutter per plans and specs n - �2 - SEVeAl Dollars $ ` Q N O — Cents Per lin ft 26 1 lump sum Traffic control per plans and specs @ SI K±W-7-hOUSCLA 10 Dollars $ 601000 0 000 N O — Cents Per lump sum 27 1 lump sum Protect existing utilities in place as required by plans and specs n�� rC 7 No c1S�v jL Dollars $ %1i o Cents Per lump sum 28 1 lump sum Restrip street per plans and specs a -f F+CF-E -1-40 %J S 9 N D Dollars Al d Cents Per lump sum $3�pp0• _ $ 3. 29 1 each Construct PCC drive approach per plans and specs @ 1-�-i F-rEEAJ dUlUDQ�� Dollars /V O —dents $ J ►SQL $ _ Per each 30 1 each Construct PCC curb ramp per plans and specs a F-i FTEe�&/ HUAvOR-E/J ----Dollars $ �r J�OD $ I# Ny — Cents Per each C-3 bs PROJECT BID SCHEDULE - B (HMGP) tem Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 31 1 R&R 12" water main and appurtenances per plans and specs lump sum a 1141 k`f• y TNDuS AA) b Dollars $ 00, $ O�j__ A) C7 Cents Per lump sum 32 1 R&R 42" water main and appurtenances per plans and specs lump sum n sE V r=n►Ty 7-tfo u.1i4n! D Dollars $ !70Cbd. — $ ?(Z oad. IV (3 Cents Per lump sum 33 1 Dewater & chlorinate 42" water main per plans and specs lump sum a 1~w E Me USPW D Dollars $ ���, — $ S`, 0= A) 0 Cents Per lump sum 34 2 Construct side drain per sht. 23; Detail 13-13 each a-T'h)eE-& %%0USCUAJ4 Dollars $ 3/006— $ 000' A J O — Cents Per each 35 1 Construct side drain per sht. 23; Detail C-C each c / h).EE 7170US" d — Dollars $ 060^ $3j000 1U0 —Cents Per each 36 1 Construct sides drain per sht.23; Detail E-E each c �e _,�/ h0U Sa-nC( Dollars $ —A MC)_ $ � A/G -- Cents Per each 37 1 Construct drain per sht. 23; Detail F-F each -side oEE�' —)IOU S"C1 — Dollars $ -3, door $ � cao— /VO — Cents Per each 38 l Construct side drain per sht. 23; Detail G-G each a 77_h0[%S/�MO — Dollars $ 3 600— $ .7, DOD A-10 — Cents Per each 39 1 Construct side drain per sht. 23; Detail H-H each a / //e-EE T%O [/ S /9N%i —Dollars $ i0oo $ Cents Per each 40 1 Landscape area per plans and specs lump sum a T--iVE ThOUSi1Nn Dollars $ 5Cw>0^ $ S,Ooo N Cents Per lump sum C-4 bs PROJECT BID SCHEDULE - B (HMGP) Item Estimated Item With unit price Extended No. Quantity written in words Unit Price Amount 41 1 Shoring per plans and specs lump sum @ F\Y C ' '-96USAeV0 Dollars $ S7pL0, — $ d Cents Per lump sum 42 150 In ft Install 6" irrigation sleeve per std. R.s @ TLdef)-+V Pi V'e AWRM--Dollars $ 2.5 $ 3,%5-0 N O —Cents Per In ft 43 21 Rainbird1812-SAM-VAN nozzle each @ Si X+L4 ©AVE Dollars $ �� $ 112,31— /V O Cents Per each 44 1 15' (D.T.H.) Queen palm per plans and specs each @ 14jefl-'U Fi ✓E HUAlQ j2E0 —Dollars $ 2,506 $ N o —Cents Per each 45 10 5 gallon vines per plans and specs each @ %N/a AJUN,0RE,40 Dollars $ 0 $ 2,cw— NO —Cents Per each 46 10 1 gallon shrub per plans and specs each @ DME )*V iO9_Ep Tku !_! t T/tEgollars $ /273 $ G Cents Per each 47 285 Class A top soil per plans and specs cu yd a _rh i le-7—V Dollars $ $lQ , lQ 7s+ No — Cents Per cu yd 48 54 5 gallon -shrub per plans and specs each a ONE HLIV0i ED Ei ph2j 1 --- Dollars p $ ! DO✓ $ q/ 720 Nc — Cents Per each 49 2 12' (D.T.H.) Queen palm per plans and specs each @ / �V 4FAJ7-q F/ f/E 1qV/VD1fE%9 Dollars $�jOOa— /y0 Cents Per each 50 2 Concrete for restraining collar (anchor ring) per plans and specs cu yd u 5 ► x HUN109-e-0 Dollars $ 6CO7— $ 1.26o� NO Cents Per cu yd C-5 bs PROJECT BID SCHEDULE - B (HMGP) tem No. Estimated Quantity Item with unit price written in words Unit Price Extended Amount 51 180 lb Reinforcing steel bar for restraining collar a D/L/E Dollars $ $ /✓ a — Cents Per lb 52 1 each Construct manway manhole per plans and specs @ 'M46-6 7_/70IJ.5r91t/,0 Dollars $ 3, ov6 $ Iwo Cents Per each 53 60 lin ft 2" class 315 PVC irrigation line per plans and specs @ %W e %ye Dollars $ I ^. $ 77,0 .V d — Cents Per lin ft 54 100 fin ft 1" SCH 40 PVC irrigation line per plans and specs @ TWe/v-e----------Dollars Cents $ _ L_ $ Il ZDo� Per lin ft 55 90 lin ft 3/4" SCH 40 PVC irrigation line per plans and specs @ Tw2lvt Dollars $ Z l p_ $ OU No — Cents Per lin ft 56 22 cu yd Ground cover (Freeway chips) per plans and specs @ -7h 1 Ie lq riv-e Dollars $ 7j5- $ 7 7b No -- Cents Per cu. yd 57 1 each 6 station 1130C battery operated irrigation controller Dollars $ (00b� No Cents Per each 58 1 lump sum # 14 remote control wire to operate 6 valves + common @ 51 X 9UA1Q4E%7 — Dollars $ GC $ 600 /VO — Cents Per lump sum 59 1 each Rainbird quick coupler QC-40 a S% X tiUAlQYeEV Dollars $ (006— $ Goo — NO —Cents Per each 60 2 each Griswold 2000 series remote control valve 2" size @ Si X Hu —Al o peEn Dollars $ 6 _ 1�Zn�✓ /VO —Cents Per each C-6 bs PROJECT BID SCHEDULE - B (HMGP) tem Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 61 2 24" box tree per plans and specs each @ x RCJAJ p ie Fly Dollars $ — ('O $ 20o^ Cents Per each 62 Not Used a �+ Dollars $ $ Cents Per Total Amount Bid Schedule B in Figures: $ Total Amount Bid Schedule B in Words: dole I (OVI h M & u v%r rT v e t6v eia ev NOTE: The contract will be awarded to the lowest responsible bidder, based on the total combine additive bid proposals received. Bid additives are for cost accounting purposes only and shall not b considered separately in determining the lowest responsible bidder. Substitutions for cost reductio purposes may be considered for possible material substitutions at the full discretion of th ENGINEER only after the lowest responsible bidder has been determined. C-7 bs 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. BIDDERS BOND Accompanying this proposal of bid, find :; - , in the amount of $ which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond", as the case may be). Bidder shall signify receipt of all Addenda here, if any: Addenda No. Date Received Bidder's Signature 1 03-01-00 2 03-07-00 3 03-09-00 4 03-10-00 C-2 LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subCONTRACTOR who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid and the portion of the work to be done by such subCONTRACTOR. Portion of Work I Name and Address of SubCONTRACTOR State License Number Class rJRife Z Sr v em i P( s l g 0 rL es Eel- C2 By submission of this proposal, the Bidder certifies: That he is able to and will perform the balance of all work which is not covered in the above subCONTRACTORs listing. 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subCONTRACTOR for this project. C-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of Orange REYES CONSTRUCTION, INC , being first duly sworn, deposes and says that he or she is PRESIDENT of REYES CONSTRUCTION. INC. the party making the foregoing bid that the bid is not made in the interest of, or on the behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. REYES CONSTRUCTION. INC. Name of Bidder ,�� IL Signatr Bidde 1295 S. EAST END AVE. POMONA CA 91766 Address of Bidder Subscribed and sworn to before me this 21ST day of MARCH NOTARY PUBLIC C-4 2000. DEBRA MIUER Commission # 1201 886 = Notary Public - California Los Angeles County My Carnm. BOm Nov 16, M02 IT FREPRIPMW NOTARY SEAL 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 SLATER CHANNEL IMPROVEMENTS, between STA. 98+81.74 and STA. 164+37.45, (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 finiher 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. Date: 03-21-00 REYES CONSTRUCTION, INC. CONTRACTOR By PRESIDENT Title C-5 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? ❑ Yes 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-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code, each CONTRACTOR to whom a public works contract has been awarded shall sign the following certificate. I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. Date: 03-21-00 REYES CONSTRUCTION, INC. CONTRACTOR By PRESIDENT Title C-7 UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded CONTRACTOR prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-422-4133 a minimum of two working days before scheduled excavation. Dig Alert Identification Number: REYES CONSTRUCTION, INC. CONTRACTOR By PRESIDENT Title Date: Note: This form is required for every Dig Alert Identification Number issued by U. S.A. during the course of the Work Additional forms may be obtained from the AGENCY upon request. C-8 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: REYES CONSTRUCTION, INC. Bidder Name 1295 SOUTH EAST END AVENUE Business Address POMONA CA 91766 City, State Zip (909 ) 622-2259 Telephone Number 507561 A-- B State CONTRACTOR's License No. and Class 02/87 Original Date Issued 03-31-2001 Expiration Date The work site was inspected by 4of our office on -3 , 2000. The following are persons, firms, and corporations having a principal interest in this proposal: JOE REYES - PRESIDENT, SEC, TRES. C-9 The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. REYES CONSTRUCTION, INC. Company Name Signature of B� _JO_E_REYES Printed or Typed Signature Subscribed and sworn to before me this 21ST day of MARCH , 2000. Commission # 1201886 z Notary PL;biiC - C:OVOMia Los AngewS County %� nn My Caren_ Nov 16, M 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. U.S. ARMY CORP ENGINEERS 772 C. TUNA STREET TERMINAL ISLAND, CA 90731 Name and Address of Public Agency Name and Telephone No. of Project Manager: (310) 521-5200 — JULIE MARTINEZ $1,054,100 EXCAVATION/BACKFILL IN PROGRESS Contract Amount Type of Work Date Completed 2. U.S. ARMY CORP OF ENGINEERS P.O. BOX 3157 ONTARIO,:.CA 91761 Name and Address of Public Agency Name and Telephone No. of Project Manager: (909) 981-5571 — DAN MOORE $871,124 CONCRETE FLOOD WALLS 04/08/99 Contract Amount Type of Work Date Completed U.S. ARMY CORP_OF ENGINEERS P.O. BOX 2638 DOWNEY, CA 90242 Name and Address of Public Agency Name and Telephone No. of Project Manager: (562) 861-1094 — FERNANDO CANO $3,804,606 CONCRETE STRUCTUAL 11/15/98 Contract Amount Type of Work Date Completed C-10 .�y s i d`�tiyffJ�';MM,=trn•ar*e*'kta♦C��"��IG�F�E'n� 5{i,'z,�a� s' _ t i ( , 2an�l3r•�,f �n 5; r", 1, �tS,,�. 1jr t. 1"t+{ray �1. ' '' � ,, � + rft � 3., l) ''3.. + 1 Y � '• I tr`. (+1ii"v4 CI '; } ! ✓ y C!1 tbi or 1�F1e r F )y � ".'. � i� t ,� �i,�...'4S� J ��€c c���.�._�c�trCA Y ,� "1,,;• � b 1 I' �•' t;fn t ^5, 4 rt14 tt G! ( +Y , 1. t .'. I - , 5\'. r` ! �` "vI kS.,,.Lidc, �!lrir ;,fi,:, _�e .t""'.:i. ..r „s3 .: ,4it_ ..d s•:;t ir. ..:e �" , � ... ',!. .1 ev ;irt ^• ',7 i � ~'�'0 : I ,ifq„W 1Vj + t �r�• 2 r cn 1 ' ' r , t t ` % ' ak r t ' Div H ••G� , N r, o v µ n C/1 if f7 hyl ? It t0 i O t1' tA J hip' t 4 d ri i �r , 1ii1) SECTION C PROPOSAL for the SLATER CHANNEL IMPROVEMENTS From STA. 98+81.74 TO STA. 164+37.45 CASH CONTRACT No. CC-1089 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 180 working days, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal. is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 4 , It' awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY'S option, be considered null and void. Bidder's Accompanying this proposal of bid, find Rnnrl 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 I Bidder's Signature - 2 3 e 4 C-2 PROJECT BID SCHEDULE - A (DSR) Sta. 101+13 to Sta. 126+47.95 Item st>tmate . temw><t unit price " xten e. No Quant><ty;: wrl<tten in words : Unit Prue;: Amount 1 1 lump sum Mobilization of equipment d materials @ 171,n eY7yj J9 � Dollars $ ��` U� Q $ (D, OUO Cents Per lump sum 2 1 lump sum Clearing and grubbing per plans and jp9cs. ./� Vs 19wq @� e v'" �� t d� 7 Dollars $ �� ��� $ Cents Per lump sum 3 1 lump sum Dewatering of construction area per p ns and specs // @ ©i/%e f'lVNvt✓ate( ;e y SC✓ Dollars $ �S7' ✓Ud Cents Per lump sum 4 14504 cu yd Unclassified excavaLion perplansand specs @ T ' (e T� e_*L Dollars $ /S 7D $ Z Z3.341 40.- k7 Cents Per cu yd 5 1 lump sum Demolish & disposal of exist. PC ransitions and slo protection fweg+Y �.�� ,4� #2 A �h.�ee @ Dollars $ Z� 00 $ Z s 3v0 Cents Per lump sum 6 3066 cu yd Gravel base ff PCC trap channel and transitions cc '/ may 0 hr- Dollars L $ ` ,%/ sv f+ $ �Z7� �37' ` �e 6L Cents Per cu yd 7 683 cu yd Structure till for PCC trap channel and transitions cr 6V�y ,�j'� (- Dollars $ Z�-&o p $ If " 5 33 Sf k -t" `� Cents Per cu yd 8 8867 cu yd Compacted fill (non -expansive) per plans and specs . a T—�✓ C y Ift j VV , Dollars $ 11"o $ Cents Per cu yd 9 3100 Concrete for trap channel lining per plans and specs cu yd @ bo hV614 ,f,,e Sell ef- Dollars $ /7n' 00 $ sr1-7. 00,1. Cents Per cu yd 10 110 cu yd Concrete for transitions structures per pla s and specs //,0 l�1�h�`� 4us-kc, Dollars cc r4 $ZYo'00 $Z(e,%00 Cents Per cu yd C-1 as PROJECT BID SCHEDULE - A (DSR) .' Sta. 101+13 to Sta. 126+47.95 .Item Estimate temw�t unit pace ended No Quant* ; wn ten in words ' Unit Price.. Amount 11 2160 sq ft Construct 6' concrete block wall per plans and specs @ SI e- 1 k e-e_-tl Dollars //Ij h'f 4 0k`e— Cents _ Per sq ft 12 280280 Reinforcing steel bar for PCC trap channel and transitions lb @ Dollars 2 $ Cents Per lb 13 2875 sq ft Construct concrete block per sht. 18 and specs @ Dollars $ 7' $ Z Z ' q2 5- Cents Per sq ft 14 1 lump sum Restrip street per plans and specs ✓r �� / @ elyh4 f�vvfltw✓J ��� Dollars $ �'S�� $ Cents Per lump sum 15 8295 sq yd Filter Fabric- Type I per plans and specs @ B%/1 C Dollars S. �' �� $ �Z • �S 7 % 7 �e � c�� Cents Per sq yd 16 9580 sq yd Filter Fabric- Type II per plans and specs cr ��C Dollars IL.' c i e l'7 six Cents $ �' S (0 $ Per sq yd 17 5 each Construct side drain per sht. 23; Detai,llAA-A @ �-eyet, `'I✓h �ly l �qi r Dollars $ /30- (ifi $ 3• Cents Per each 18 2610 lin ft 6' high chain link ( vc coated) fence per plans and specs 'J, _ u �� r `�"'�L Dollars �/ Z '%k) v/V e- Cents Per lin ft 19 4 each 6' high x4' wide chain link (pvc coated gate per plans and specs cr ��v0 11N&CC/ �l t,.e Dollars $ Z 1 y $ V-6- 00 74A) T Cj 0 Cents Per each 20 2 each 6' high x 12' wide chain link (pvc coated) gate per plans and specs cr 4JJI' ✓Ndre� Pk IC Dollars �/ ` $ Yo �� iOto p $ O 2 UQ J ;' %C -e 4 f ;.k Cents Per each C-2 as PROJECT BID SCHEDULE - A (DSR) Sta. 101+13 to Sta. 126+47.95 Item Estimated temtwit unit price " xtended No Quantity written in words '; Unit Pace Amount 21 1 lump sum Shoring per p ns and specs � fi�vCvC c, •V days�4^��y Dollars $ ' �100 $ Cents I \ Per lump sum \ 22 60 sq ft Construct PCC sidewalk per plans and specs @ r` e Dollars F �/ $ J 7 O\ $ Z vv✓ �' Cents \ \� Per sq ft 23 45 Construct PCC curb& gutter per plans and specs lin ft C V 2 Dollars $ �z'OLi $YO Cents Per tin ft 24 1 lump sum Traffic control er plans and specs n ��'� ous A'V o Dollars $ , 000 $ Cents Per lump sum 25 1 each R&R 2" al vac per tans ,a�ndd'specs y� v C �f'Vyy (`S�T'� ""0 Dollars $ 7. Z O O $ Cents Per each 26 1 each R&R 4" pressure relief assembly per plans and spec cr,r eG v`�✓� -S'tk t? v c� Dollars � $J. �oSi� $ Cents Per each 27 1 each Construct PCC drive approach per plans and spec n Me Adv1 n"O J le, � Dollars $ /,-700 $ Cents Per each 28 1 each Construct PCC curb ramp per plans and specs op6leJ D14C c9,�,MC i ,( cr � � `eV � Dollars $ // 700 $ Cents Per each 29 1 lump sum Protect exi ing utilities in place as require by pl ns and specs cr D" Bv�4�'i n Dollars $ 7 ©0 $ Cents Per lump sum 30 2 each s Construct side drain per sht. 23; Detail ✓fit %ve �C�/, a 014r %yl Dollars $ 1, 200 $ �� </0L9 Cents Per each C-3 as t PROJECT BID SCHEDULE - A (DSR) Sta. 101+13 to Sta. 126+47.95 tem stimate : tem vit unit price : xten e No Quantity written m words Unit Price . Amount 31 3 each Construct side drain per sht. 23; Detail H-Hs�v C ��f /fv��N Dollars $ /• 70D $ j• 160 Cents Per each 32 1 lump sum Landca�ppe area per plans and specs s �vv ✓ f �cvS +4�+yI v /N�� �c� C Dollars //// $ 7' Zr�T $ Cents Per lump sum 33 14 Rainbird 18122-nozzI each JSAM-VAN @ / �'�� V � —Dollars $ W/ ( `Z� G $ l,06%' 00 TN1 Sl A Cents Per each 34 1 each ecs / 10' (D.T.H.) Queen palm per plans an41V n ��Lr /�(IJOV- 9 (/�✓v` Doll ,� $ ��fdV $ ���D0 Cents Per each 35 7 5 gallon vines per plans and specs each @ �� �( Dollars $ Z &' 7 8 $ / o a " 00 seVGvL' e e —Cents Per each 36 5 each 1 gallon shrub per plans and specs , 7-"V Dollars $ Z�• 7� $ �Z eCents Per each 37 285 cu yd Class A top so per plans and specs_ a i 01/I, 6 � V � Dollars �J` S /3. OD 7 $ 1G, k Z Cents Per cu yd 38 15 each/ 5 gallonb per plans and specsZ v"0 Dollars $ / ',kF j�/ $ �07 z • 7 --o V`f Cents Per each 39 2 each 12' (D.T.H.) Queen palm per plans anylspecs � �N�,.t / 6Ne Avvsi4Ajv rem L a Dollars �,�� �/� $ a• $ �' 72 C, `S tW lts Per each 40 760 2" class 315 PVC irrigation line per plans and specs In ft @c��✓�� Dollars 77 $ !'�f� ` $ /7 Cents Per In ft . C-4 as PROJECT BID SCHEDULE - A (DSR) Sta. 101+13 to Sta. 126+47.95 41 30 In ft 1" SCH 40 PVC irrigation line per plans and specs a Sl`7C _Dollars $ lA� $ 2Ol•�O 4,1 ! f Cents Per In ft 42 70 In ft 3/4" SCH 40 PVCyir�rigation line per plans and specs @ � '/ I-ece- Dollars 7 $ J ' Z G $ ZZ V • l k`7 tie% Cents Per In ft 43 4 cu yd Ground cover (Freeway chips)) plays and specs cc �LU0 Ul VY1 r'G`C Dollars $ Z �l S (, $ d %y.0o �• �e Cents Per cu yd 44 1 each 6 station 1130C battery operated irrigation controller a Doe !�WSfju� 4�K`p 1"A"Dollars Q $ Anu' lflS ents Per each 45 1 lump sum # 14 remote control wire to operate 6 valves + common C ®oe ( ktmsxiuG 1!/1 e ho;�Dollars,,e $ /i j z0 $ es F Cents Per lump sum 46 1 each Rainbird uick coupier QC-40 n O hVt? /�U'ee�, � 4 Dollars $ $ Cents Per each 47 1 each Griswold 2000 series remote control valve 2" size cc .eke � 7 00 $ -Dollars Cents Per each 48 18 ton A. C. pavement per/plans and specs a J4,c�(J !/[✓i'l�Ly Dollars $ 2-1a CEO $ 3' Ira Cents Per ton Total Amount Bid Schedule A in Figures: $ / y33. 2'?0 Total Amount Bid Schedule A in Words: C-5 as PROJECT BID SCHEDULE - B (HMGP) Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 1 1 lumpsum Mobilizatiog oequipment and,�ttaterials�/ y�j-�{ i�f//j6 ` ao'5 i4P Dollars $ �7' 000 �/,O D $ / O Cents Per lump sum 2 1 lump sum Clearing and grubbing per plans and specs @ Dollars j $ /, $ Cents Per lump sum 3 1 lump sum Dewatering of construction area per plan d specs @ Lop �l �N C�` �r r 1 SDo lars r $ 060 $ Cents Per lump sum 4 23396 cu yd Unclassified excavation per plans and specs @ 7q', �� Dollars $ $ 21f-,as- JI X -e Cents Per cu yd 5 1 lump sum ox, traanssiitions and slope protection Demolish &yddiisspposal of exist. Z'e @ ` "4 ` Zc)Js14it0Dollars S. 000 $ Cents Per lump sum 6 2758 cu yd Gravel base f PCC Box, trap channel and transitions @�C7 Dollars $ Y2. 0p $ ��`� �36• Cents Per cu yd 7 4315 cu yd Structure fill for PCC box, trap chi nneI and transitions �� @ � Dollars zz. $ 7 -� $ 'PVv Cents Per cu yd 8 5903 cu yd Compacted fill (non, -expansive) per plans and specs @ • Y Dollars $ 3070 $ /,t/! 2 Z 2. V Cents Per cu yd 9 1748 cu yd Concrete for trap channel lining per plans and specs � a L9h IfU! ✓NN" � SCV�Yy Dollars $ / ��• 00 Q $ Zl Z 166, Cents Per cu yd 10 160 cu yd Concrete for transitions structures per lans and specs. a /W d hyil � Ala w�+z t� S I Dollars 7 $ 21(o. 00 7 Cents Per cu yd C-i bs PROJECT BID SCHEDULE - B (HMGP) Item EsHmated tem with unit price Extended No. Quantity written in words Unit Price Amount 11 540 cu yd Concrete for double 7.5'x12' b/ox� per plans d specs @ i%re" �+�/c�Y�� Dollars $ • a $ A7 Yoo, Cents Per cu yd 12 236720 lb Reinforcing steel bar for PCC box, trap channel and transitions cr Dollars $ / t, Cents Per lb 13 992 sq ft Construct concrete block per sht. 18 and specs n LJ&1,4 Dollars 7 �j $ / - O © $ 7, 73 7 C �,y 14 �� Cents Per sq ft �T 14 2716 tons Construct Riprrappiper plans and specs @ Dollars $ y7• 00 $ 427 &rZ Cents Per tons 15 8085 Filter Fabric- Type I per plans and specs sq yd u` ®Nif Dollars $ �� $ I Z'J 70 u. ' f f� 1 l �'�L`�� Cents Per sq yd 16 12825 Filter Fabric- Type II per plans and specs sq yd cr ®�ff��{ Dollars / $ AST / c G $ / l,4 7� /�j ' ✓ Cents Per sq yd 17 5 each Construct aside drain per sht. 233;; Detail A -A u J teve /I `��1�'t/ � ' " ollars $ / S—d' 00 S 3 7`S_ O Cents Per each 18 2310 lin ft 6' high chain link (p/vc coated) fence per plans and specs �r /-e-q- " Dollars $ 13,1 _2 $ -?67-10 C' l` r- /V Cents Per lin ft 19 4 each 6' high x 4' wide chain link (pvc coated) gate per plans and specs cr W O K ✓Ohl-d V V Imo' C- C Dollars $ Z % V. Z Z. p $ aj& oo -kw eu 0 Cents Per each 20 4 each 6' high x 12' wide chain link ((pvc coated) ate per plans and specs c� %'`0 hdYl G"' Z "e �C) Dollars $ ��Z �V �o $ Cents L �! Per each C-2 bs PROJECT BID SCHEDULE - B (HMGP) Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 21 2 each te per plans an4specs 6' high x 15' wide chain link (p'vrc-c,,oaatted�,, @ all VbG�`W' Dolla?s $ ' �� $ /' —713 p f• c ( !j � 6 C � " Cents Per each 22 480 A. C. pavement per plans and specs ton u)yr�L/ �� Dollars $ 7 �j •00 y > F $ 4? • , Zo Cents Per ton 23 790 ton Aggregate base per lans and specs 7� @` �y Dollars $ Z' 7� $ / 7 7 G -.T J -CV Z��� Cents Per ton 24 300 sq ft Construct PCC sidewalk per plans and specs @7✓ `{ Dollars $ / o $ 4 6 Zo 24 d �' k, Cents Per sq ft 25 52 linft Construct PCC urb & gutter per lans and specs C �r�y � Dollars $P-d0 Cents Per lin ft 26 1 lump sum Traffic control per plans and specs ou r �v�5 'i C �� LJ Dollars $ k1 000 $ Cents Per lump sum 27 1 lump sum Protect existingutilities in place as required by plans and specs (�'� d�J�T'� Dollars $000 S Cents Per lump sum 28 1 lump sum Restrip street per plans and specs @ Dollars ! y Cents S $ Per lump sum 29 1 each Construct PCC drive approach per plans and pecs n B14ev✓cslq� Dollars 71 $ 1' 7db $ Cents Per each 30 1 each Construct PCC curb ram per plans and specs l" w, @ ®fie vvs�'V ✓� X Dollars ''^^ $ 1" (UV $ Cents Per each C-3 bs PROJECT BID SCHEDULE - B (HMGP) Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 31 1 lump sum R&R 12" wa r main and appurtenances per plans and specs @ �' c%w- j 614e / � VS14 'i`Dollars $ l dDD $ Cents Per lump sum 32 1 R&R 42" water main and appurtepances perpjans and specs lump sum a JL�✓S'l �y ��y% f vos four r— $ 79,000 $ Cents Per lump sum 33 1 lump sum Dewater & chlorinate 42" water main per plans and specs c, �U ( Ka rNIV 1/ S� h �y Dollar $ Z' 6 00 $ Cents Per lump sum 34 2 each Construct side drain er sht. 23; Detail B-B 'I ���/ I O nu, �UZ kPISI�W44 t° N Dollarrss �� iE1J efi� C� $ �' i- /7 �7 $-3, bG ,5—iO Cents Per each 35 1 each Construct side drain per sht. 23; Detail C-Cs i cr �Y!L' �� �iv% Jc Dollars $ ' �d� $ ✓y Cents Per each 36 1 each Construct side drain er sht. 23; Detail E- ,��V C'Y'� v �yC �Zrl v�S� �� Dollars Cents ,q $ /`y �� $ Per each 37 1 each Construct side drain per sht. 23; Detail F-F L a oa r c "' `� `�"s w x Dollars $ 1• 6y0 $ Cents Per each 38 1 each Construc side drain per sht. 23; Detail G-G f a nree "' ✓`S ~�% T' Dollars 2 $ ✓� zoo $ Cents Per each 39 1 each Construct side drain per /r sht. 23; Detail H-H 5 t cr 014c c µvas&ll� ` Dollars ` $ /• 6yo $ �? vI, t 'C Cents Per each 40 1 lump sum Landscapes rea per plansand specs J "ed'e cr I " V Y t ` `) �,S �N � Dollars Cents C%� $ r , 18 V $ Per lump sum C-4 bs PROJECT BID SCHEDULE - B (HMGP) Item Estimated Item with unit price E xten e No. Quantity written in words Unit Price Amount 41 1 lump sum Shoring perplansand specs @ )t LIS 1411 Dollars $ Cents Per lump sum 42 150 In ft Install 6" irrigation sleeve per std. c i� Dollars S, S6 c/ $ �c iC, Cents Per In ft 43 21 each Rainbird 1812-SSAfM-VAN nozzle @ ( Y �' f —��U Dollars $ 27- 5-0 $ 7,f too tf • ry Cents Per each 44 1 each 15' (D.T.H.) Queen palm per plans and s�ecs (9G►L 0U l4,U /Cr�e- � �h�c @ S Dollars �,�DO $ $ Cents Per each 45 10 each 5 gallon vines per /plans and specs @ l/(� h e/ t! ,!i K Dollars $ ` - d $ `J'yo (✓t K IF-(, / f Cents Per each I 46 10 each 1 gallon shrub per plans and specs a J/ kt /'GeA, Dollars $ 16.0 $ 160. 00 SrVe'Lt Cents Per each 47 285 cu yd Class A top soil per plans and specs a t �y snVCL� Dollars 77 $ ✓ r 'S re 41 Cents Per cu yd 48 54 each 5 gallon shrub per plans and specs a r Y y Dollars $ 30' 00 $ Cents Per each 49 2 each IT (D.T.H.) Queen p Im per plans and spe @ OOC 7yjPWv2 � Dollars0 G $ A D4 Z 7 / $ G,16 y Cents Per each 50 2 cu yd Concrete for restraining collar (anchor ring) per lans a d specs a Dye v t)j,* /► ��< h �.► Don`tars $ /� f.?D $.�, k6 D Cents Per cu yd C-5 bs PROJECT BID SCHEDULE - B (HMGP) Item No. Estimated Quantity Item with unit price written in words Unit Price xten e Amount 51 180 Ib Reinforcing steel bar for restraining collar cr Dollars ` $ (� .2J $ Sett I V �e Cents Per lb 52 1 each Construct m nway manhole per plans and s cs / �1 �' ,/� vim. � vvyK.�'c• a ✓e otJ �YU Dollars Cents $ �' /��// UO $ Per each 53 60 tin ft 2" class 315 PVC irrig tion line per plans and specs @�%V Dollars (/ $ J '" 2 J $ oD V``e Cents Per tin ft 54 100 tin ft V SCH 40 PVC irrigation line per plans and specs @ c7 v"" �� � f Dollars SrV V -e Cents $ 2- 00 Per tin ft 55 90 tin ft 3/4" SCH 40 PVC irrigation line per plans and specs @W 0 Dollars f)e -e f y Cents $ t/ Per tin ft 56 22 cu yd Ground cover (Freeway chips) per plans and specs @ W ��� ��, y Dollars $ •t�0 fG 00 $ Cents Per cu yd 57 1 each 6 station 1130C battery operated irrigation controller u I r �JC (�Ot%S�91U(%� -V Dollars $ SO 0 $ Cents Per each 58 1 lump sum # 14 remote control wire to operate 6 valve + c mmmr oonn @ yea .l � ���� ��,� Ty Dollars '7 [� $ <J,'00 $ Cents Per lump sum 59 1 each Rainbird quick, coupler QC-40 a "`V �'[ `�� �Yf _e /.-..gG / (Dollars $ ��y 00 $ Cents Per each 60 2 each Griswold 2000 series remote control valve 2" size @ r `� 1' ` v&7a✓-e a Dollars $ �OD Oy $ Cents Per each C-6 bs PROJECT BID SCHEDULE - B (HMGP) Item Estimated Item with unit price Extenffe No. Quantity written in words Unit Price Amount 61 2 each 24" box tree pe plans and specs �y C tyo `'f d>7 �r u.� `, �e Dollars $ zy' 00 $ J c 60' 00 Cents Per each 62 Not Used a Dollars $ $ Cents Per Total Amount Bid Schedule B in Figures: $ ?—. Z j'7. S Z Total Amount Bid Schedule Bin Words: 7 Wy rY , % /, � v h �,• t,,( 'V �"'�, .SCtrt vjAN10 Z a 147 vyo{.C�P r�'C"' Total Amount Bid Schedule A and B in Figures: $ , / 7 Total Amount Bid Schedule A and B in Words: �� v At • /% c� o Dh e � v�c�1-r Hinz ff-1 C ek 4-r o C ovsmNyq ome h��dred j\ 40 q NOTE: The contract will be awarded to the lowest responsible bidder, based on the total combine additive bid proposals received. Bid additives are for cost accounting purposes only and shall not b considered separately in determining the lowest responsible bidder. Substitutions for cost reductio purposes may be considered for possible material substitutions at the full discretion of th ENGINEER only after the lowest responsible bidder has been determined. C-7 bs 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 19V-CL N C C1DVkJ:L'1 By submission of this proposal, the Bidder certifies: That he is able to and will perform the balance of all work which is not covered in the above subCONTRACTORs listing. 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subCONTRACTOR for this project. C-3 ' NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of Orange Angus O'Brien , being first duly sworn, deposes and says that he or she is President of Los Angeles Engineering. Inc the party making the foregoing bid that the bid is not made in the interest of, or on the behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Los Angeles Engineering, Inc. Name of Signature o"NAe%, O'Brien, President 4134 Temple City Blvd. Rosemead CA 91770 Address of Bidder Subscribed and sworn to before me this21st day of March , 2000. B'W tAW Conwosion / 1 iou o Notary Pum — cam La AiWw coast My Gomm. E4*m Jul 9. 2000 NOTARY PUBLIC � vvIt NOTARY SEAL C-4 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the SLATER CHANNEL IMPROVEMENTS, between STA. 98+81.74 and STA. 164+37.45, (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. Date: March 21, 2000 Los Angeles Engineering, Inc. CONTRACTOR ( k , - By Angus 0' r n, r sident Title President C-5 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? ❑ Yes W No If the answer is yes, explain the circumstances in the space provided. Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code, each CONTRACTOR to whom a public works contract has been awarded shall sign the following certificate. I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. Date: March 21, 2000 Los Angeles Engineering, Inc. CONTRACTOR I kt, . By Angus 0 ri President Title C-7 UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded CONTRACTOR prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-422-4133 a minimum of two working days before scheduled excavation. Dig Alert Identification Number: CONTRACTOR 91 Title Date: Note: This form is required for every Dig Alert Identification Number issued by U. S.A. during the course of the Work Additional forms may be obtained from the AGENCY upon request. C-8 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Los Angeles Engineering, Inc. Bidder Name 4134 Temple City Blvd. Business Address Rosemead City, ( 626 ) 454-5222 Telephone Number California 91770 State Zip 591176 A,C10,HAZ State CONTRACTOR's License No. and Class 3/26/90 Original Date Issued 3/31/2002 Expiration Date The work site was inspected by 444 of our office on - 00 , 2000. The following are persons, firms, and corporations having a principal interest in this proposal: Los Angeles Engineering, Inc. Angus O'Brien, Treasurer Ang>>c 'Rrien, gregident Angus O'Brien, Manager Bonnie Lane, Secretary C-9 The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. Los Angeles Engineerifg, Inc. Company Name Signature of Bidder Angus O'Brien, President Printed or Typed Signature Subscribed and swornto before me this i Rr day of Marrh , 2000. d8u,�r�r�6rii 00" Wd coma 4c A 1 1106W F olwy PubW — CoMbTb 0l0i Arm CouroY NOTARY PUBLIC _ ��,,, ,, mix p my comma. �' JJ 9. MW 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• Jurupa Community Services 8621 Jurupa Rd. Riverside, CA 92509 Name and Address of Public Agency 2 3 Name and Telephone No. of Project Manager: Wally Franz (Webb & Assoc) (909) 686-1070 $2,239,991 Upgrade of sewer treatment plant 1/99 Contract Amount Type of Work Date Completed State of California Depart. of Transportation, 680 Flinn Ave, Moorpark CA 93021 Name and Address of Public Agency Name and Telephone No. of Project Manager: Fred Young (805) 529-0622 $3,363,103 Tieback Retaining Wall Santa Paula 5/99 Contract Amount Type of Work Creek Bridge No52-1ftte Completed City of Laguna Hills, 25201 Paseo De Alicia, Laguna Hills, CA 92653 Name and Address of Public Agency Name and Telephone No. of Project Manager: Ken Rosenfeld (940) 707-2600 $1,466,530 Moulton Parkway Intersection Widen. 3/99 Contract Amount Type of Work Date Completed C-10 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER ONE For Slater Channel Improvement Project CC- 1089 March 1, 2000 Notice To All Bidders: Please note the following revision to the Project Plans, Specifications, and Technical Provisions: Per sheet 1A of 38 Construction Note number 55 shall be deleted and replaced with the following: Furnish and install 20" access manhole per City detail, and shall be read accordingly on all applicable sheets. This modification does not change the Engineer's Estimate or the Bid Opening date/time for this project. This is to acknowledge receipt and review of Addendum Number one, d ted March 1, 2000. Los Angeles Engineering, Inc. A " Company Name By An*s—Obtrlien, President March 21, 2000 Date All bidders must acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Steve Krieger at (714) 536-5259. City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER TWO For Slater Channel Improvement Project CC- 1089 March 7, 2000 Notice To All Bidders: Please note the following revision to the Project Plans, Specifications, and Technical Provisions: Delete CONSTRUCTION NOTES on sheet 24 of 38 and replaced with the following: QCONSTRUCT SIDE DRAIN OUTLET STRUCTURE PER PLAN, PROFILE AND DETAILS ON SHEET 23. 12 CONSTRUCT 6' HIGH PVC COATED CHAIN LINK FENCE PER APWA STD. PLAN 600-1. SFURNISH AND INSTALL 20" WSP MANWAY PER CITY OF LONG BEACH STD. WDS-210 MODIFIED TO CITY OF HUNTINGTON BEACH REQUIREMENTS. 56 FURNISH AND INSTALL AIR -VAC PER CITY STD. 611, LOCATION PER DIRECTION OF WATER INSPECTOR. 57 FURNISH AND INSTALL 4" BLOW -OFF PER CITY STD. 608, LOCATION PER DIRECTION OF WATER INSPECTOR. This modification does not change the Engineer's Estimate or the Bid Opening date/time for this project. This is to acknowledge receipt and review of Addendum Number two, (tarch 7, 2000. Los Angeles Engineering, Inc. Company Name By gu en, President March 21, 2000 Date All bidders must acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Steve Krieger at (714) 536-5259. City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER THREE For Slater Channel Improvement Project CC- 1089 March 9, 2000 Notice To All Bidders: Please note the following clarifications and revisions to the project specifications: 300-4 UNCLASSIFIED FILL [Delete the second paragraph and replace with the following:]. Full compensation for transporting excavated material or import borrow and placing it as compacted fill shall be considered as being included in the CONTRACT bid price per CUBIC YARD for Compacted Fill (Unclassified Fill) compacted in place; and no adjustment for shrinkage, subsidence or any other allowance will be made therefor. [Delete the ninth paragraph and replace with the following:]. Full compensation for conforming to the requirements of Compacted Fill (Unclassified Fill) shall be considered as included in the CONTRACT unit price bid per CUBIC YARD, and no additional compensation will be allowed therefor. 213-2 GEOTEXTILES 213-2.2 Physical Properties [Delete the third paragraph and replace with the following:]. Geomembrane underliner shall be non -woven type I for application under concrete structures and non- woven type II for application under the riprap channel lining as specified by PFRD Standard Plan 1808. ADENDUM No. 3 • CC- 1089 3-9-00 Page 2 of 2 The City is providing the following City of Huntington Beach Standard Plans for additional information: 606 608 612 613 614 Section 02510.1 This modification does not change the Engineer's Estimate or the Bid Opening date/time for this project. This is to acknowledge receipt and review of Addendum Number Three, I't March 9, 2000. Los Angeles Engineering, Inc. Company Name By Angus 0 Brie , President March 21, 2000 Date All bidders must acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Steve Krieger at (714) 536-5259. City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER FOUR For Slater Channel Improvement Project CC- 1089 March 10, 2000 Notice To All Bidders: Please note the following clarifications and revisions to the project drawings: Transverse joints for the concrete trapezoidal channel shall be spaced not to exceed 40 feet nor be less than 10 feet, measured along the centerline of construction. This modification does not change the Engineer's Estimate or the Bid Opening date/time for this project. This is to acknowledge receipt and review of Addendum Number F ur, dated March 10, 2000. Los Angeles Engineering, Inc. Company Name By Ang s rien, President March 21, 2000 Date All bidders must acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Steve Krieger at (714) 536-5259.