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Home My WebLink AboutWARNER GRAVITY SEWER IMPROVEMENT PROJECT - 2004-05-03Council/Agency Meeting Held: Deferred/Continued to: Approved ❑ Conditionally Approved ❑ Denied C:&/CFerVs Sig ure Council Meeting Date: 2/7/2005 Department ID Number: PW 05-008 CITY OF HUNTINGTON BEACH REQUEST FOR CITY COUNCIL ACTION SUBMITTED TO: HONORABLE MAYOR AND CITY COUNCIL MEMBERS SUBMITTED BY: PE �LOP`EULBRETH-GRAF ,CITY ADMINISTRATOR PREPARED BY,:eAUL EMERY, ACTING DIRECTOR OF PUBLIC WORKS SUBJECT: Reject all Bids for Warner Avenue Gravity Sewer CC# 1182-A Statement of Issue, Funding Source, Recommended Action, Alternative Action(s), Analysis, Environmental Status, Attachment(s) Statement of issue: On December 21, 2004, bids were received for the Warner Avenue Gravity Sewer Project, CC-1182-A. Staff recommends that all bids be rejected due to the bids received being substantially in excess of estimated cost. Staff will work with the design consultant to review the projects and determine the best course of action. Funding Source: Funds are budgeted in the Sewer Service Fund, 51185201.82600. Funding for this project includes Sewer Service Charge User Fees and an agreement with the Seal Beach Sanitary District. The engineer's cost estimate for this project was $3,300,000. Recommended Action: Motion to: 1. Reject all bids. 2. Authorize staff to readvertise the project if, after a detailed review, an alternative design proves feasible. Alternative Action(s): Do not reject all bids at this time and direct staff on how to proceed. REQUEST FOR ACTION MEETING DATE: 2/7/2005 DEPARTMENT ID NUMBER:PW 05-008 Analysis: This project would construct 4,100 feet of new gravity sewer main in Pacific Coast Highway and Warner Avenue, allowing for the abandonment of existing Lift Stations "B" and "C". The project was to be built in conjunction with the replacement of Sewer Lift Station "D" and the force main located at the intersection of Warner Avenue and Los Patos Avenue. The construction of the new gravity sewer was intended to save both capital and operating costs by reducing the number of sewage lift stations to be maintained. The project would eliminate the need for the existing "B" and "C" stations. Due to the differing construction methods for the gravity sewer and the lift station, the projects were separated into two separate construction packages to be bid independently. The estimated construction cost for the gravity sewer was $3.3 million. Bids were opened publicly on December 21, 2004, and are listed in ascending order: Bidding Contractor Bid Amount 1. BRH-Garver $6,602,500.00 2. Frank Callucio Construction $7,192,800.00 3. Michels Pipeline $8,524,600.00 4. Mladen Buntich $8,688,000.00 5. Affholder, Inc. $9,080,500.00 In the post -bid analysis, it was discovered that the skyrocketing cost of steel and the specialized construction method, contributed to the bids coming in significantly higher than anticipated. Staff is currently reviewing the design with the City's design consultant, as well as the bidders, to determine if alternative construction methods are available in an effort to reduce the cost of this project. Public Works Commission Action: The Public Works Commission reviewed and unanimously approved this project on June 18, 2003. Environmental Status: Pursuant to the California Environmental Quality Act (CEQA), the project requires a negative declaration. COASTAL DEVELOPMENT PERMIT 03-15 and MITIGATED NEGATIVE DECLARATION NO. 03-01 were acted upon by the Zoning Administrator of the City of Huntington Beach on November 17, 2004, and conditionally approved. Attachment(s): GAR C A12005105-008 February 7 Erdman(Reject Warner Grav Sewer Bids CC1182-A).doc -2- 1/211200510:36 AM ATTACHMENT #1 LIFT OCA 77ON LIFT STATION D & WARNER GRAVITY SEWER LOCATION MAP CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBLIC WORKS RCA ROUTING SHEET INITIATING DEPARTMENT: Public Works SUBJECT: REJECT ALL BIDS FOR CC#1182-A, WARNER AVENUE GRAVITY SEWER COUNCIL MEETING DATE: February 7, 2005 RCA ATTACHMENTS STATU';S Ordinance (w/exhibits & legislative draft if applicable) Attached ❑ Not Applicable Resolution (wlexhibits & legislative draft if applicable) Attached ❑ Not Ap licable Tract Map, Location Map and/or other Exhibits Attached ® " Not Applicable ❑ Contract/Agreement (w/exhibits if applicable) Attached Not Applicable (Signed in fuff by the City Attorney Subleases, Third Party Agreements, etc. AttachedNot Applicable ❑ (Approved as to form b rn City Attoe Certificates of Insurance (Approved b the Cif Attome { pp y y y} Attached Not Applicable ❑ Impact Statement (Unbudget, over $5,000) hed Not AttacApplicable El Bonds {If applicable} AttachedNot Applicable ❑ Staff Report (If applicable) AttachedNot Applicable ®: Commission, Board or Committee Report If applicable) p pp } Attached Not Applicable Findings/Conditions for Approval and/or Denial pp Attached Not Applicable ❑ EXPLANATION 'F©R MISSING,ATTACHMENTS EXPLA'NATiON FOR RETURN 'OF ITEM: RCA Author. D Erdman 11 I I Council/Agency Meeting Held: Deferred/Continued to: Approved ❑ Conditionally Approved ❑ Denied f Ci le k's SAnature Council Meeting Date: May 3, 2004 Depart: nt ID umber: PW 04-40 CITY OF HUNTINGTON BEACH c' REQUEST FOR ACTION SUBMITTED TO: HONORABLE MAYOR AND CITY COUNCIL MEMBERS C7 SUBMITTED BY: WILLIAM P. WORKMAN, Acting City Administrator � D PREPARED BY: ROBERT F. BEARDSLEY, Director of Public Works ' SUBJECT: Authorize Advertisement For Lift Station "D" And Gravity Sewer Improvement Project, CC-1182 Statement of Issue, Funding Source, Recommended Action, Alternative Action(s), Analysis, Environmental Status, Attachment(s) Statement of Issue: Plans and specifications are in final preparation for the Lift Station "D" and Gravity Sewer Improvement Project, CC-1182. Authorization to advertise the project for bids is requested. Funding Source: Funds are budgeted in the Sewer Service Fund, 51185201.82600. Funding for this project includes an Environmental Protection Agency Grant, Sewer Service Charge User Fees and an agreement with the Seal Beach Sanitary District. The engineer's cost estimate for this project is $3,990,000 for the construction of Lift Station "D" and $4,400,000 for the installation of the gravity sewer, for a total estimate of $8,390,000. Recommended Action: Motion to: Approve the project plans and specifications and authorize the Director of Public Works to request bids for Lift Station "D", CC-1 182A and Gravity Sewer.�mproyement Project, CC- ----------- �- - - -1 �.�.� _. �_._.. Alternative Action(§): ' J F14,� f9 Vve boo r 60 -` �e `I ��a -5I�7P/ZnYrmbJTs - L. � Ji7�i70.�1 Direct staff to not move forward with the project at this #ime. Ile Z, REQUEST FOR ACTION MEETING DATE: May 3, 2004 DEPARTMENT ID NUMBER: PW 04-40 Analysis: This project will construct a new sewer lift station and force main located at the intersection of Warner Avenue and Los Patos Avenue, replacing the existing Lift Station "D". In addition, approximately 4,100 feet of new gravity sewer main in Pacific Coast Highway and Warner Avenue will be installed, allowing for the abandonment of existing Lift Stations "B" and "C". The existing Lift Station "D" is located on the south side of Warner Avenue near Edgewater Avenue. A 1993 analysis identified the station as having capacity and wet well cycling deficiencies, inadequate pipe supports, a leaking dry well and a 200% deficiency over design. Lift Station "D" is the City's highest priority station for replacement. The proposed replacement location is on the south side of Warner Avenue in an unimproved area between Warner Avenue and Los Patos Avenue. The lift station will be located within the right-of-way, but safely out of the travel way. The estimated construction cost for the replacement of the lift station is $3.9 million. In evaluating the design for the replacement for Lift Station "D", it was determined that, by increasing the depth of the station and replacing the existing gravity and force sewer mains with a single deeper gravity main, the City would be able to eliminate the need for Lift Stations "B" and "C". Both stations "B" and "C" are also on the City's priority list for replacement at an estimated cost of $2.5 million. Maintenance costs for the existing stations are approximately $60,000 total per year. The expanded design of Station "D" and construction of the new gravity sewer will save both capital and operating costs by reducing the number of stations to be maintained. The estimated construction cost for the replacement of the gravity sewer is $4.4 million. Public Works Commission Action: The Public Works Commission reviewed and unanimously approved this project on June 18, 2003. Environmental Status: Pursuant to the (CEQA) California Environmental Quality Act, the project will require a mitigated negative declaration. The Coastal Development Permit and Mitigated Negative Declaration are pending and will be obtained prior to award of project. Attachment(s): RCA Author: Erdman:jg G:IR C A12004104-040 May 3 Erdman (Authorize Bid Lift Sta D-Warner Sewer).doc . -2- 4/13/2004 2.35 PM ATTACHMENT #1 LIFT OCATION LIFT STATION D & WARNER GRAVITY SEWER LOCATION MAP '�jo CITY OF HUNTINGTON BEACH le DEPARTMENT OF PUBLIC WORKS RCA ROUTING SHEET INITIATING DEPARTMENT: Public Works SUBJECT: AUTHORIZE ADVERTISEMENT FOR LIFT STATION "D" AND GRAVITY SEWER IMPROVEMENT PROJECT, CC- 1182 COUNCIL MEETING DATE: May 3, 2004 RCA ATTACHMENTS STATUS Ordinance (w/exhibits & legislative draft if applicable) Not Applicable Resolution (wlexhibits & legislative draft if applicable) Not Applicable Tract Map, Location Map and/or other Exhibits Not Applicable Contract/Agreement (wlexhibits if applicable) Signed in full by the City Attorney) Attached Subleases, Third Party Agreements, etc. (Approved as to form by City Attorney) Not Applicable Certificates of Insurance (Approved by the City Attorney) Not Applicable Financial Impact Statement (Unbudget, over $5,000) Not Applicable Bonds (If applicable) Not Applicable Staff Report (if applicable) Not Applicable Commission, Board or Committee Report (If applicable) Not Applicable Findings/Conditions for Approval and/or Denial Not Applicable EXPLANATION FOR MISSING ATTACHMENTS REVIEWED RETURNED FO DED Administrative Staff ( ) ( . Assistant City Administrator (Initial) ( ) ( ) City Administrator (initial) City Clerk ( ) EXPLANATION FOR RETURN OF ITEM: RCA Author: Erdman 1735 /l9�'ii,'!` SECTION A NOTICE INVITING SEALED BIDS for the WARNER AVENUE GRAVITY SEWER CASH CONTRACT No. 1182-A in the CITY OF HUNTINGTON BEACH PUBLIC NOTICE IS HEREBY GIVEN that the CITY OF HUNTINGTON BEACH, as AGENCY, invites sealed bids for the above stated projects and will receive such bids in the office of the City Clerk, Second Floor, 2000 Main Street, Huntington Beach, California 92648, up to the hour of 2:00 P.M. on Tuesday, November 30, 2004. Bids will be publicly open in the Council Chambers unless otherwise posted. Copies of the Plans, Specifications, and contract documents are available from the Office of the Director of Public Works, 2000 Main Street, Huntington Beach, CA 92648, upon payment of a $85.00 nonrefundable fee if picked up, or payment of a $100.00 nonrefundable fee if mailed via U.S. Postal Service, FedEx, UPS or any other delivery service. (Contractor to provide a shipping account number for use of delivery services other than standard U.S. Postal Service) A Mandatory Pre -Bid conference meeting will be held.at 10:00 AM on November 8, 2004 at 2000 Main Street (Room B-7, adjacent to Council Chambers), Huntington Beach, California, 92648. Contractors are required to attend this meeting. The Contractor or the Contractor's competent and qualified representative shall sign -in on the meeting attendance roster to ensure that their presence at the meeting has been recorded. Any contract entered into pursuant to this notice will incorporate the provisions of the State Labor Code. Pursuant to the provisions of the Labor Code of the State of California, the minimum prevailing rate of per diem wages for each craft, classification or type of workman needed to execute the contract shall be those determined by the Director of Industrial Relations of the State of California, which are on file at the Office of the Director of Public Works, 2000 Main Street, Huntington Beach, CA 92648. The AGENCY will deduct a 10% retention from all progress payments. The Contractor may substitute an escrow holder surety of equal value to the retention in accordance with the provisions of the California Government Code, Section 4590. The Contractor shall be beneficial owner of the surety and shall receive any interest thereon. The AGENCY hereby affirmatively ensures that minority business enterprises will be afforded full opportunity to submit bids in response to this notice and will not be discriminated against on the basis of race, color, national origin, ancestry, sex, or religion in any consideration leading to the award of contract. No bid shall be considered unless it is prepared on the approved Proposal forms in conformance with the Instructions to Bidders. The bid must be accompanied by a certified check, cashier's check, or bidder's bond made payable to the AGENCY for an amount no less than 10% of the amount bid. The successful bidder shall be licensed in accordance with provisions of the Business and Professions Code and shall possess a State Contractor's License Class at the time of the bid opening. The successful Contractor and his subcontractors will be required to possess business licenses from the AGENCY. The AGENCY reserves the right to reject any or all bids, to waive any irregularity and to take all bids under advisement for a maximum period of 60 days. BY ORDER of the CITY COUNCIL of the CITY OF HUNTINGTON BEACH, CALIFORNIA, The 3rd day of May 2004. Attest: Joan L. Flynn CITY CLERK OF THE CITY OF HUNTINGTON r-TwNtl • J � City of Huntington Beach coWarner Avenue Gravity Sewer HUNTINGTON BEACH CC# 1182-A Bid Date & Time : December 21, 2004 2:00 P.M. BIDDER'S NAME RANK TOTAL BID AMOUNT 2. BRH-Garver 1 3. Affholder Inc. 4. 5. Michels Pi eline -3 0 s. Frank Collucio Construction oC), OC 7. a. Mladen Buntich a o a 10. 11. 12. 13. 14. 15. 15. 17. 18. k Page 1 of 2 FAX COVER SHEET CITY OF HUNTINGTON BEACH Public Works Department 2000 Main Street P.O. Box 190 Huntington Beach, CA 92648 FAX (714) 374-1573 TO: «FirstName>> «LastName>> DATE: November 30, 2004 COMPANY: «Company» FAX NO: «fax» NUMBER OF PAGES INCLUDING COVER SHEET: 1 FROM: Doug Erdman, Associate Civil Engineer PROJECT NAME: WARNER AVENUE GRAVITY SEWER PROJECT NUMBER: CC 1182-A PLEASE NOTIFY ME IMMEDIATELY AT (714) 536-5259 IF ALL PAGES ARE NOT RECEIVED PROPERLY. ADDENDUM NUMBER THREE For WARNER AVENUE GRAVITY SEWER, CC 1182-A Items included in this Addenda: Revised Bid Opening Date: December 21, 2004 at 2:00 p.m. CONTACT PERSON: Doug Erdman, Associate Civil Engineer/ Project Manager, (714) 374-1735 I I82-A addednum 3 fax WARNER AVENUE GRAVITY SEWER CC # 1182-A ADDENDUM NUMBER TWO November 30, 2004 Bid Opening Date POSTPONED Revised Bid Opening Date pending Estimated : Late December/Early January —: ICHONA �lnstructrpns td^gidders: The :bid must be} 81DSf ie'4P R , n and 'maadd e AVENUE 69AVITYSEWER or :bidder s. - (payable to the AGENCY . for. an amount no less the amount Infhe than10%of, bid'.The 'successful HIIHMTOA REACH bidder shall be licensed with. PUBLIC:NOTICE IS in accordance of the 13usi7' IEREBY GIVEN thrat the provisions' ness, and. .Professions ITY. OF'HUNTINGTON Code; and ,shall possess. 'EACH,, as, AGENCY, ' a_.State - Contractor's mites :sealed bids for . L1Cense 'Class ,at the he. above stated. time ofthe.bid opening., rojects.and will receive' The successful Con Bch bids in the office . tractor and his sub-,. f the City Clerk, Second- contractor's will be.. oor, 2000'Ntain Street, fequgred, , ap. possess untington Reach,:Cali- business `licenses ':from rnia .92648 up to the; the AGENCY. nu of �2.00 P M.. on: - The reserves iesday; . November: -3Q . -AGENCY the right to,: reject any )04 . Bids will be', iblicly:'cpen rn ',-'.the` or. all.bids, to waive any and to take iuncii Chambers OM4e irregularity al! bids under."advise- herwrse posted ment for > a maximum H UNTINGTON BEACH NDEPIENDENT 01 the Plans,; cations, ' '.and. period of Go days. gY ORDER of{the CITY documents are C3UNCIL_of the CITY OF from the .0ffice Ht1NTINGTOW .: REACH, irector: of,:P_ulil.ic CALIFORNIA The 3rd.daiy. 2000 Main- ofNIaY2004 Huntrngt`On Attest. '• :A'`92648, upon js/ 7oan L.:Flyne of. a $85,00 CITY CLERK OF TNE. CITY fee if ACIiidable p;;or payment Published. :Nuntingtoe 100:00 ; nonre- Beach Independent fee if mailed Postal. Service; October 28,' November ar t 4, 11, 1$, 2064 j1o4-136 PS or any other - -- —= Client Reference # ~� Beach Independent Reference #IMQ3(a livery. 'servi:c`e nntractor to provide a: piling account number irse of. delivery. 'vices other than,'v Cerd .U.s Postal aclosed is a clipping of your ad from the first publication, beginning on r..Mandatory pre-B!df ll0_ —oXand ex irina on —/8f-� rference. rneetmg .will; P � 10 Mam.Street (Room ..adjacent to Council you need to make any changes or corrections, please call me at your unbers), "Huntington ich,'Califorrtia, 92648. itractors are,requied redirllest convenience. attend; this . meeting. 'Contractor or the .tractor's cornpetent qualified represen-he Cost of this ad 15 / ue sha.11,_. sign -in,.. on meetigg ,attendance !Dr to: ensure' that r+presence at the tins has been :.re -hanks for your cooperation and patronage. led. iy: contract, entered Pursuant -'to this ce will incorporate Provisions .zof the: e Labor ;Code. Rur-• 7 rt to. the provisions incerely, of . C.Gfp ri�v7 — Turn Preyadrng r diem wages : 1 craft, class!f kman' ype of;, 74oracl !d to execute' ttlelchael Sletten act .shall bre t.t,e rmrned,` by gal Advertising tor, , of. Industr<ia1' ions of. the stela- of irnia; which' are ohn t. the Difice: rks tor.. of: Public. , Wob.un_ Main. Street, . rrr Beach, C48, Av916de-' AGENCY-. . a ;10 retention all Progress ;paY s„ The `Contractor. substitute ':an es trolsu Ora rety ' :of l'.-.'.value _to";. the tion',in'' accord once pir Sior*s `of California `GpVern ` t ::C:ode; Section' The'` Contr. actor„ be, beneficrai owner' le `a.urety:-_and `.:shall.. ij, a 1 , +merest AGENCY slrres rmatively e.rt4 minor -I ''business it w !� 'be arises- 18682 Beach Blvd., Ste. 160, Huntington Beach, California 92646 (714) 965-3030 Fax (714) 965-7174 Publication of Times Community News • A Division of the flos Angeles times M PROOF OF PUBLICATION STATE OF CALIFORNIA) ) ss. COUNTY OF ORANGE ) am a Citizen of the United States and a resident of the County aforesaid; I am over the age of eighteen years, and not a party to or interested in the below entitled matter. I am a principal clerk of the HUNTINGTON BEACH INDEPENDENT, a newspaper of general circulation, printed and published in the City of Huntington Beach, County of Orange, State of California, and that attached Notice is a true and complete copy as was printed and published in the Huntington Beach issue of said newspaper to wit the Issue(s) of OCTOBER 28, 2004 NOVEMBER 4,11,18,2004 I declare, under penalty of perjury, that the foregoing is true and correct. Executed on NOVEMBER 18, 2004 at Costa Mesa, California. 52 Signature PROOF OF PUBLICATION STATE OF CALIFORNIA) ) ss. COUNTY OF ORANGE ) am a Citizen of the United States and a resident of the County aforesaid; 1 am over the age of eighteen years, and not a party to or interested in the below entitled matter. I am a principal clerk of the HUNTINGTON BEACH INDEPENDENT, a newspaper of general circulation, printed and published in the City of Huntington Beach, County of Orange, State of California, and that attached Notice is a true and complete copy as was printed and published in the Huntington Beach issue of said newspaper to wit the Issue(s) of: OCTOBER 28, 2004 NOVEMBER 4,11,18,2004 1 declare, under penalty of perjury, that the foregoing is true and correct. Executed on NOVEMBER 18, 2004 at Costa Mesa, California. �r1 Signature J. Tie CITY OF HUNTINGTON BEACH 2000 MAIN STREET OFFICE OF THE CITY CLERK JOAN L. FLYNN CITY CLERK February 10, 2005 Haden Buntich 1500 West Nineth Street Upland, CA 91786 Re: CC-1182A - Warner Avenue Gravity Sewer CALIFORNIA 92648 Enclosed please find your original bid bond issued by Fidelity and Deposit Company issued for CC-1182A. Joan L. Flynn City Clerk JF:pe Enclosure g:/followup/cashcontlreturnbidbond.doc procedure #13 (Telephone: 714$36-5227 ) DEC. -01' 04 (WED) 11: 59 A LAWRENCE ASSOC. TEL: l 818 348 5472 P. 002 Fidelity and Deposit Company POST OFFICE BOX 1227 OF M"YLAND DALITMORE, MD 21203-1227 BID BOND KNOW ALL MEN BY THESE PRESENTS: Biel r_ 21C December 21, 2004 That we, Mladen Buntieh Construction Co.. Inc.. 1500 E. 9" Street, Upland, CA 91780 as Principal, (hereinafter called the "Principal-), and the FIDELITY AND DEPOSIT COMPANY OF AIARYLAND, P.O. Box 1227, Baltimore, Maryland 21203a corporation duly organized under the laws of the State of Maryland, as Surety, (hereinafter called the "Surety"), are held and firmly bound unto QU of Hun i;ngten Beach, 2000 Main Street. P. O. Box 190, Huutenxton Beach, CA 92648 Obligee (hereinafter called the "Obligee"), in the sum of Ten Percent OfToral Amount Bid Dollars (�10%), for the payment of which sure well and truly to be made, the said Principal and the said Surety, bind ourselves our heirs, executors, aduanistrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the principal has submitted a bid for Warner Avenue Gravity Sewer 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 testis 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 perforntanca of such contract and for the pronVt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter into such contract and give such bond or bonds, if the Principal shall pay to the Obligee the differettce not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faint contract with another party to perform the work covered by said bid, the this obligation shall be m& and void, otherwise to remain in full force and effect. Signed and sealed this-igt_ day of December A.D., 2004 - Title W-50M. 1-91 23637t Wwme to llmaim koala of kigrem aommeet A•310 fe&vvy 19m0 arim Attorney in Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the State of Maryland, by PAUL C. ROGERS, Vice President, and T. E. SMITH, Assistant Secretary, in pursuance of authority granted by Article Vl, Section 2, of the By -Laws of said Company, w ' set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof d s l ate, constitute and appoint C. Michael HENLEY, of Canoga Park, California, its true e A n-Fact, to make, execute, seal and deliver, for, and on its behalf as surety, and a p d undertakings, and the execution of such bonds or undertakings in purl a en g upon said Company, as fully and amply, to all intents and purposes, a u e th wledged by the regularly elected officers of the Company at its office in , ' �ns. This power of attorney revokes that issued on behalf of C. Michac a an The said Assistant t the extract set forth on the reverse side hereof is a true copy of Article VI, Section 2, of the By- p any, and is now in force. IN WITNESS W OF, the said Vice -President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 15th day of April, A.D. 2003. ATTEST: It. DEPp-,% w im }? State of Maryland SS: City of Baltimore FIDELITY AND DEPOSIT COMPANY OF MARYLAND T. E. Smith Assistant Secretary By: Paul C. Rogers Vice President On this 15th day of April, A.D. 2003, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came PAUL C. ROGERS, Vice President, and T. E. SMITH, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and saidt, that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. Sandra Lynn Mooney Notary Public My Commission Expires: January 1, 2004 POA-F 012-4874 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of On J C�`� before me, Alp Pate Nam and Title of Officer (e..,'Jane Doe, Notary Pugliej personally appeared Naine(s) of Signer(s) C lyW" Gomnliii0n / 14MIl4 GoNlw. "Claw 4. �Wrsonally known to me ❑ proved to me on the basis of satisfactory evidence to be the person(e) whose name(it isl - subscribed to the within instrument and acknowledged to me that helsheAWy executed the same in his/ta Mhreir authorized capacity(iss), and that by hisHheiAheir signature( on the instrument the person(-&r, or the entity upon behalf of which the person(s) acted, executed the instrument. W SS my hand and official seal. Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons retying on the document and could prevent fraudulent removal and reattachment of this form to another document. 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 ❑ Corporate Officer ---- Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney -in -Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: 0 1999 National Notary Association • 9350 Do Sato Ave., P.O. Box 2402 • Chatswodh, CA 91313-2402 - w .nationalnetary.org Prod. No_ 5907 Reorder: Call Toll -Free 1-800-876-6827 SECTION C PROPOSAL for the WARNER AVENUE GRAVITY SEWER at From Los Patos Avenue to Pacific Coast Highway PROJECT No. CC1182A 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 135 working days, starting from the date of the Notice to Proceed, and complete all necessary submittal within 40 working days 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. City of Huntington Beach — Warner Ave. Sewer 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 d 9:'uid and the acceptance hereof may, at the AGENCY'S option, be considered null and void. Accompanying this proposal of bid, find _60 &9�t in the amount of $ s OE 600 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; n Mew --Bidder's ; . , re ��w� • WM,,,.v��, �11►IIlhi�i — �, • � City of Huntington Beach — Warner Ave. Sewer 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 qf Work Name and Address of Subcontractor ,State License Number Class Aab�AhtS oGE • �ZI?! z$5,709 A By submission of this proposal, the Bidder certifies: 1. That he is able to and will perform the balance of all work which is not covered in the above subcontractors listing. 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. City of Huntington Beach — Warner Ave, Sewer C-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of Orange HLO#W Ekk4 k*k jV= being first duly sworn, deposes and says that he or she is ](fc51Ys• rlf ofmt 04! 4W t*sT-Ca tt+c. the party malting 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. I sce:- W • 11 s� . Join . . Q 118C Address of Bidder Subscribed and sworn to before me this day of , 20 _ NOTARY PUBLIC NOTARY SEAL City of Huntington Beach - Warner Ave. Sewer C-4 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ss. County of On 12— — 2 — d `f _ before me, /! TTIC z Date Nama a Ttla of Officer (e.g., "Jane Doe, Notary Pul personally appeared Names) of Signers) �k Kpersonally known to me ❑ proved to me on the basis of satisfactory evidence to be the personl whose name/ is/a;@ subscribed to tlfe within instrument and acknowledged to me that he/may executed the same in his/he;Akteif authorized capacity(tes), and that by his/he eir signatul the instrument the person(a�, or the entity upon behalf of which the persorl acted, executed the instrument. WIT ESS my hand and official seal. Signature of Notary PuFJlis 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 ❑ Corporate Officer — Title(s): ❑ Partner —❑ Limited ❑ General ❑ Attorney -in -Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: ® 1999 National Notary Association • 9350 De Soto Ave., P.O. Box 2402 • Chatsworth, CA 91313-2402 • www.nationalaotary.org Prod. No. 5907 Reorder. Call Toll -Free 1-500-876-GB27 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HIUNTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the Warner Avenue Gravity Sewer, (Z)(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. Title City of Huntington Beach -- Warner Ave. Sewer C-5 DISQUALIFICATION QUESTIONNAIRE I ;, rcordance 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 J[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. City of Huntington Beach — Warner Ave. Sewer 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. Title City of Huntington Beach — Wamer Ave. Sewer C-7 UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-4224133 a minimum of two working days before scheduled excavation. Dig Alert Identification Number: Title 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. City of Huntington Beach — Warner Ave. Sewer C-8 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct; 'j'�i. �1-�i'1G'L-1 ��►i5T1�.,JGTI.� �. , � 6a �• Bidder Name Business Address 6 I`78C.— T City, State Zip { q(A ) ago • RR17 Telephone Number 532w4 A State Contractor's License No. and Class &' 14 • -q Original Date Issued Expiration Date The work site was inspected by ' �64 of our office on t 1!171 , 20 44 The following are persons, firms, and corporations having a principal interest in this proposal: s City of Huntington Beach — Warner Ave. Sewer 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. Printed or Typed Signature Subscribed and sworn to before me this — day of , 200` . 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. 5 !:w Name and Address of Public Agency 2. 3 Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed City of Huntington Beach— Warner Ave. Sewer C-10 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ss. County of C �rie On /2 -2 i— 0 before me, [ (./ Ti ,L k� a& ! lU Ir, , Date Naik an . itle of Officer (e., "Jane Doe, Nets ublie) personally appeared %9 496ff BL2 1 h ,T Je r- --.? Names) o Signer(s) personally known to me ❑ proved to me on the basis of satisfactory evidence i to be the person(`s,1 whose name-) is/Aye- subscribed to the within instrument and acknowledged to me that he/she4k" executed the same in his/be•rftheir authorized capacity@&& , and that by his/l-e@Hheir signature(c) on the instrument the person(4), or the entity upon behalf of which the persona) acted, executed the instrument. WIT S my hand and official seal. Signature of Notary Public OPTIONAL Though the information below is not required by taw, it may prove valuable to persons retying 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: Al IN 14, ❑ Individual Top or Thumb here ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney -in -Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Q 1999 National Netary Association - 9350 De Soto Ave., P.O. Box 2402 - Chatsworth, CA 91313-2402 - www.nationalnotary.org Pred. No. 6907 Reorder: Call Toll -Free 1-BOU-876-6827 Mladen Buntich Construction Company, Inc. Job References Name of Owner Type of Work Year Work Contract Completed Amount Orange County Water District 10500 Ellis Avenue Fountain Valley, Ca. 92728 170,000 LF Attn: Mike Markus 714-378-3200 4" — 36" CML&CIDIP Green Acres Reach 1,2 and 3 Reclaimed Water Pipeline 1993 $22,251,282 Orange County Sanitation District P.O. Box 8127 10,000 LF Fountain Valley, Ca. 92728 90" RCP Attn: John Linder 714-962-2411 12"- 18" VCP Baker -Gisler Sewer Interceptor Sewer Pipeline 1995 $8,810,716 City of Los Angeles 600 S. Spring Street 8,000 LF Los Angeles, Ca. 90014 42" RCP Attn: Stan Sysak 213-580-5076 Microtunnel- Vicksburgh Avenue Sewer Interceptor Sewer Pipeline 1996 $5,671,015 County of Los Angeles -Department of Public Works 900 South Fremont Avenue 15,000 LF Alhambra, Ca. 91803 12"- 54" RCP Attn: Keith Lehto 818-458-3104 84"- 104" RCP Project 9050 Storm Drain 1996 $3,762,159 Canyon Storm Drain -Monrovia Storm Drain 1993 $4,149,911 Irvine Ranch Water District 15600 Sand Canyon Avenue Irvine, Ca. 92718 10,000 LF Attn: Bill Stewart 714-453-5610 24"- 36" CML&C Dyer Road Well Facilities Flow/Pump Facilities 1997 $3,292,854 City of San Diego Metropolitan Wastewater Department 9291 Topaz Way San Diego, Ca. 92123 9,200 LF Attn: Wayne Papac 619-533-5403 12" Ductile Iron Pipe Digested Sludge Pipeline/PIG Station PIG Station/Pipeline 1997 $2,849,000 City of Los Angeles -Department of Water & Power 111 North Hope Street Los Angeles, Ca. 90012 20,820 LF Attn: Martin Adams 213-367-0864 54" Ductile Iron Pipe East Valley Recycling Project -Phase 1 Water Pipeline 1997 $5,844,215 City of Los Angeles -Department of Water & Power 111 North Hope Street Los Angeles, Ca. 90012 30,100 LF Attn: Martin Adams 213-367-0864 54" Ductile Iron Pipe East Valley Recycling Project -Phase 2 Water Pipeline 1998 $9,022,623 City of Los Angeles 600 S. Spring Street 6,200 LF Los Angeles, Ca. 90014 99" HOBAS Attn: Keith Hanks 213-847-8770 Slipliner- MAZE 11 Interceptor Sewer Sewer Pipeline 1998 $8,746,319 Confidential Page 1 11/16/2004 Page 2 of 4 Mladen Buntich Construction Co., Inc. Job References Name of Owner Type of Work Year Work Contract Completed Amount Los Angeles County Sanitation District 1955 Workman Mill Road 2,500 LF Whittier, Ca. 90601 33" HOBAS Attn: Mr. Tommy Sung 562-699-7411 Slipliner- Joint Outfall "C" Sewer Pipeline 1998 $3,811,528 Los Angeles County Sanitation District 1955 Workman Mill Road Whittier, Ca. 90601 5,000 LF Attn: Mr. Tommy Sung 562-699-741 1 42"- 60" RCP North long Beach Sewer Sewer Pipeline 1998 $2,594,260 Los Angeles County Sanitation District 1955 Workman Mill Road 3,500 LF Whittier, Ca. 90601 57" HOBAS Attn: Mr. Tammy Sung 562-699-7411 Slipliner- Joint Outfall "D" Sewer Pipeline 1998 $1,977,824 Los Angeles County Sanitation District 1955 Workman Mill Road 8,000 LF Whittier, Ca. 90601 36" VYLON Attn: Mr. Tommy Sung 562-699-741 1 Slipliner- District 5 Interceptor Sewer Sewer Pipeline 1998 $2,829,427 City of Los Angeles 600 S. Spring Street Los Angeles, Ca. 90014 0,500 LF Attn. Mr. Stan Sysak 213-580-5076 24" DIP Terminal Island Sewer Pipeline Sewer Pipeline 1998 $1,410,568 Orange County Sanitation District P.O. Box 8127 Fountain Valley, Ca. 92728 11,000 LF Attn: John Linder 714-962-2411 36"142" VCP Miller -Holder Sewer Sewer Pipeline 1999 $5,804,592 Calleguas Municipal Water District 2100 Olsen Road Thousand Oaks, Ca. 91360 900 LF Attn: Steve Fiori 805-579-7156 24" CML&C Newbury Park Lateral #2 Water Pipeline 1999 $539,088 City of Santa Monica 1685 Main Street 3,000 LF Santa Monica, Ca. 90401 24"-42" RCP/DIP Attn: Mr. Susan Lowell 310-458-8721 Microtunnel- Appian Way Influent Sewer & Force Main Sewer Pipeline 1999 $1,957,762 City of Los Angeles 600 S. Spring Street 1,500 LF Los Angeles, Ca. 90014 24" STEELIDIP Attn: Stan Sysak 213-580-5076 Microtunnel- Fries Avenue Force Main Sewer Pipeline 1999 $3,947,995 Confidential Page 2 1 1 /16/2004 Page 3 of 4 Mladen Buntich Construction Co., Inc. Job References Name of Owner Type of Work Year Work Completed Contract Amount West Basin Water District 17140 South Avalon Blvd., Suite 210 Carson, Ca. 90746 12,900 LF Attn: Paul Cook 310-217-241 1 12"-36" DIP Recycled/Water Pipelines Water Pipeline 1999 $4,448,015 Los Angeles County Sanitation District 1955 Workman Mill Road Whittier, Ca. 90601 10,000 LF Attn: Mr. Tommy Sung 562-699-7411 72" RGRCP Joint Outfall "B" Interceptor Sewer Sewer Pipeline 2000 $7,022,318 City of Los Angeles 600 S. Spring Street 3,285 LF Los Angeles, Ca. 90014 12"118" VCP Attn: Stan Sysak 213-580-5076 Microtunnel Muskingum Diversion Sewer Sewer Pipeline 2000 $5,898,092 City of Los Angeles 600 S. Spring Street 10,000 LF Los Angeles, Ca. 90014 39"145" VCP Attn: Stan Sysak 213-580-5076 Tunnel/Microtunnel Rosewood Interceptor Sewer Sewer Pipeline 2000/2001 $14,850,550 City of Long Beach 1800 East Wardlow Road 12,825 LF Long Beach, Ca. 90807 8"-15" VCP Attn: Rosemary Hoerning 562-492-9631 Microtunnel Ocean Blvd. Sewer Replacement Sewer Pipeline 2000/2001 $2,585,008 City of Los Angeles 600 S. Spring Street 500 LF Los Angeles, Ca. 90014 12" RCP Attn: Phillip Wilson 310-575-8387 Ozeta Storm Drain Emergency Repair Storm Drain Pipeline 2001 $77,000 City of Los Angeles 650 S. Spring Street 600 LF Los Angeles, Ca. 90014 12" RCP Attn: Carl Mills 213-847-6516 Lincoln Avenue Storm Drain Repair Storm Drain Pipeline 2002 $48,000 City of Los Angeles 650 S. Spring Street 575 LF Los Angeles, Ca. 90014 18" VCP Attn: Carl Mills 213-847-6516 Glencarin Storm Drain Replacement Storm Drain Pipeline 2002 $269,673 City of Los Angeles 600 S. Spring Street 5,300 LF Los Angeles, Ca. 90014 72" HOBAS Attn: Keith Hanks 213-847-8770 Slipliner- MAZE 3 Interceptor Sewer Sewer Pipeline 2002 $9,435,247 City of Los Angeles 600 S. Spring Street 15,300 LF Los Angeles, Ca. 90014 42"139" HOBAS Attn: Keith Hanks 213-847-8770 Slipliner- Hollywood Main Interceptor Sewer Sewer Pipeline 2002 $8,332,724 Confidential Page 3 1 1 /16/2004 Page 4 of 4 Mladen Buntich Construction Co., Inc. Job References Name of Owner Type of Work Year Work Contract Completed Amount Capistrano Valley Water District 32400 Paseo Adelanto 26,600 LF San Juan Capistrano, Ca. 92675 24" CML&C Attn: Mark Butier 714-832-7222 SG-04 South Connectors 1 & 2 Pipeline Water Pipeline 2003 $4,966,741 AMOROSO Construction/City of Los Angeles 275 East Baker Street, Suite "B" 1,800 LF Costa Mesa, Ca. 92626 66" RGRCP Attn: Roger Schotter 714-433-2326 66" Sewer Replacement in Maple Street Sewer Pipeline 2003 $2,108,673 Orange County Water District 10500 Ellis Avenue 9,070 LF Fountain Valley, Ca. 92728 42"120" CML&C Attn: Mike Markus 714-378-3200 South East Barrier Pipeline Water Pipeline 2003 $3,772,043 Los Angeles County Sanitation District 1955 Workman Mill Road 470 LF Whittier, Ca. 90601 54" HOBAS Attn: Mr. Tommy Sung 562-699-7411 Slipliner- South Gate Sewer Repair Sewer Pipeline 2003 $430,209 County of Los Angeles -Department of Public Works 900 South Fremont Avenue 36,100 LF Alhambra, Ca. 91803 4"-30" CML&CIHDPEIPVC Attn: James Enriquez 626-458-7844 Dominguez Gap Barrier Project Unit 7B Water Pipeline 2004 $11,960,720 Confidential Page 4 1 1 /16/2004 BID SCHEDULE FOR WARNER AVENUE GRAVITY SEWER MAIN Item Description Quantity Unit Extended N6..' ``'° & Unit Price Price 1. "Warner Avenue Gravity Sewer" Mobilization and 1 LS $ $ demobilization. (030000 (06ov 2. Document Pre -construction and Post -construction. 1 LS $ $ loova �ooQc�^ 3. Receiving/Intermediate Shaft as noted on drawings. 1 LS $ $ 4. Jacking Shafts as noted on drawings. 1 LS $ $ n a a Z o• v 5. Pipe installed by Microtunneling 4,230 LF $ $ 4, o o~ Z 5 S o 6. As -Built Plans. 1 LS $ $ %*Do-* 000 7. Monitoring and Cleanup. 1 LS $ $ Z 'So ~Z3So $. Obstruction Removal Shaft and Back Tunnel. 1 LS $ $ o 00 l o 9. Traffic Control. 1 LS $ $ 0 oOb w (06000, 10. "Warner Avenue Gravity Sewer" Open cut portions. 1 LS $ $ 500.000 500t"K7 LS shall mean Lump Sum LF shall mean Lineal Feet EA shall mean Each PROJECT BASE BID: 0 Total Bid in Words__.; TOTAL Bid in Figure $ to a 4Li o,Nf%4- City of Huntington Beach— Warner Ave. Sewer C-11 Add Alternate #1 The Additive Alternate Bid, Project Alternatives, below are an integral part of this proposal, and to be responsive, the bidder shall quote a price for each Additive Alternate Item identified/listed below. The City shall award the contract on the basis of the project Base Bid alone. Item No. Description Quantity & Unit Unit Price Extended Price 1. Jacking Shaft # 14 as noted on drawing Sheet 8A. 1 LS $ Z r2?_5 @ o 2. Pipe installed by Microtunneling as shown on Sheet 8A 241 LF $ Ido o 3. Sewer Manhole per City of Huntington Beach Standards 1 EA. 0 4. Traffic Control for work shown on Sheet 8A 1 LS $$*oar $ 0O0 5. Cut Open cut portion of Gravity Sewer shown on Sheet 8A 30 LF $1$%p 5. 750 0 LS shall mean Lump Sum LF shall mean Lineal Feet EA shall mean Each o D Total Add Alternate Bid in Words�f )NV h � .�. S #.VLh4r ^* vs &V4 TOTAL Add Alternate Bid in Figure $ City of Huntington Beach —Warner Ave. Sewer C-12 12/20/2004 17:34 9163639904 VADNAIS SACRAMENTS PAGE 02 VADNAIS CORPORATION MICROTUNNELING EXPERIENCE Project No. 1 Oso Creek Trunk Sewer Relocation, Mission Viejo, CA Owner: Santa Margarita Water District, PO Box 2279, Mission Viejo, CA 92690 Owner's Representative: Bart Lantz. 949459-6505. Equipment Used: Iseki TCC 500 (leased). Soil type was clay with no groundwater. 1200 LF direct drive microtunneling with 3/8" deviation, using 24" VCP. There were three drives —one at 377 LF and two at 400 LF. Depth ranged from 20 to 40 LF. Original and final contract amount was $988,173. This project started in December, 1993 and was completed in February, 1994 with no claims or litigation Project No. 2 I-BBOISR-24 Sewer Relocations, Pleasant Hill, CA Owner: Central Contra Costa Sanitation District, 5019 Imhoff Place, Martinez, CA 94553, Owner's Representative: Henry Thom, 925-229-7334. Equipment Used: Iseki 800 mm. (leased) Soil type was clay and sand. Groundwater level was one foot above invert. Dewatering was performed with submersible pumps. One drive of 375 LF of 36" OD, 35" ID steel casing pipe with Y2" deviation. Depth ranged from 12 to 35 LF. Original and Final Contract Amount: $851,816. Project started in August, 1994 and completed in November, 1994 with no claims or litigation. Project No. 3 Pipeline 2000 in Spring Valley, CA Owner: San Diego Gas & Electric, 101 Ash Street, San Diego, CA 92101 Contact Person: Mitch Hagelstein, Hood Corporation, PO Box 4368, Whittier, CA 90607. 562-945-1411. Equipment Used: Soltau RVS600AS. (owned) Soil type was 30,000-psi rock. Moderate groundwater. The General Contractor, Hood Corporation handled dewatering. One drive of 240 LF of60" ID, 61" OD Permalok pipe with 318" deviation. Depth was 25 ft. Original and Final Subcontract Amount: $782,800. Project started in September 1995 and completed in October 1995 with no claims or litigation. YAMS CORPORAMN 12/20/2004 17:34 9163639904 VADNAIS SACRAMENTO PAGE 03 Project No. 4 Mission Hills and Santa Ynez Microtunnels, Santa Barbara County, CA Owner: Central Coast Water Authority, 225 Industrial Way, Suite B, Suellton, CA 93427. Owner's Representative: Dave Baum. 805-966-2224. Equipment Used: Soltau RVS600AS. (owned) Soil conditions consisted of a mixed face of Rincon claystone, river cobble, silty sand, boulder and rock (+12,000 psi) under the San Antonio Creek and the Santa Ynez River. This project consisted of one 210 foot drive at a depth of 40 feet under the San Antonio Creek and two drives of approximately 910 L,F each at a depth of 60 feet under the Santa Ynez River. Maximum deviation on all three drives was Y2". 55 feet of groundwater. Intermediate Jacking Stations were installed and used_ We dewatered with the use of three concrete caisson shafts. Shaft depths were 65 feet, 70 feet, and 80 feet. We used 60" ID, 61" OD Permalok Pipe. Original and Final Contract Amount: $4,565,000. This project started in September, 1995 and completed in May, 1996 with no claims or litigation. Project No. 5 Lake Street and Rampart Boulevard Interceptor Sewer, Los Angeles, CA Owner: City of Los Angeles, 650 South Spring Street, Los Angeles, CA 90014. Owner's Representative: Dan Comorre. 213-473-4952. Equipment Used: Soltau RVS600 (owned) and Soltau RVS250 (leased). Soil type was classified as extra hazardous, as the project was located in the old City of Los Angeles oil fields with moderate groundwater. Dewatering was performed with submersible pumps. This project consisted of 17 drives, totaling 8350 L.F. Intermediate jacking stations were installed and used. Vadnals Corporation installed a total of 18 shafts averaging 35' long x 20' wide, with depths ranging from 15 feet to 50 feet. Deviation on drives ranged from 3f$" to YV deviation. Lake Street - 62" RCP Station to station 0+05.19 9+00 9+00 17+94.05 17+94.05 24+55.61 24+55.51 25+25.76 BK VAUNAJSUMPUPA710N 894,81 894.05 US installed & used. 661.46 70.25 12/20/2004 17:34 9163639904 VADNAYS SACRAMENTO PAGE 04 7th Street - 62" RCP Station to Station 25+29.21 AH 32+67.29 738.08 32+67,29 33+94.65SK 127.36 rk View - 62" RCP Station to Station 33+95.88AH 42+27.78 831.90 US installed & used. 42+27.78 44+92.27 284.49 44+92.27 45+98.90BK 106.63 6th Street - 62" RCP Station to Station 45+99.99AH 54+01.09 801.10 54+01.09 55+28.22BK 127.13 Rampart - 34.5" VCP Station to Station 55+42.25AH 60+60 507.75 60+50 64+89.51 439.61 64+89.61 70+22.96 533.35 70+22.96 74+00 377.04 74+00 78+40.30 440.30 78+40.30 83+80,72 540.42 62" OD RCP Plastic T-Lock Pipe and 34.5" OD VCP No -Dig Pipe were used. Original and Final Contract Amount: $7,989,578. This project started in October 1996 and completed in September 1998 with no claims or litigation. Project No. 6 South Irvine Regional Sewer, Irvine and Newport Beach Owner: Irvine Ranch Water District, PO Box 57000, Irvine, CA 92619. Owner's Representative: Jim Tran, 949-453-5555. Equipment Used: Soltau RVS250 (leased). $oil type was sandy clay. Minimal groundwater. Dewatering was not necessary. This project consisted of seven drives totaling 2333 LF at depths ranging from 15 to 25 LF with 3/8" to'/2" deviation. Drive 1 366.73 LF Drive 2 180.20 LF Drive 3 525.41 LF Drive 4 64.72 LF VADNAISCOMRAMON 12/20/2004 17:34 9163639904 VADNAIS SACRAMENTO PAGE 05 Drive 5 364,47 LF Drive 6 510.20 LF Drive 7 321.17 LF 500 mm No -Dig Pipe (24" OD) was used. Original and Final Contract Amount: $1,867,978. This project started in June,1997 and was completed in January, 1998 with no claims or litigation. Project No. 7 I -Street. Corridor Sewer Improvement Project, Union City. Owner: Union Sanitary District, 37532 Dusterberry Way, Fremont, CA. Contact Person. Brian Gleghorn, J. Flores Construction. 415-337-2934. Equipment Used: Iseki TCC 600 (leased). Soil type was sandy clay with minimal groundwater. Dewatering was not necessary One 1200 LF drive of 500 mm Meyers Polycrete Pipe (20" 1D, 23.75" OD) at a depth of 21 LF with Ya" deviation. Original and Final Subcontract Amount: $496,770. This project started and was completed in October, 1997 with no claims or litigation. Project No. 8 Sump 2 Improvements, Sacramento, CA Owner: City of Sacramento, 5770 Freeport Boulevard, #100, Sacramento, CA 95822, Contact Person: Ken Riley, Kiewit Pacific. 925-686-3030. Equipment Used: Saltau RVS 600 (owned). Soil type was sandy clay. The General Contractor, Kiewit Pacific, using submersible pumps, handled dewatering. One drive of 180 LF and one drive of 170 LF 72" ID, 86" OD RCP at a depth of 25 feet with 3f8" deviation. Original and Final Subcontract amount was $574,600. This project started and was completed in August, 1998 with no claims or litigation. VAONAM CORPORATION 12/20/2004 17:34 9163639904 VADNAZS SACRAMENTO PAGE 06 Project No. 9 Peter's Canyon Trunk Sewer, Irvine, CA Owner: Irvine Ranch Water District, PO Box 57000, Irvine, CA 92619. Owner's Representative: Jim Tran. 949-453-5555. Equipment Used: Iseki 500 Slurry (leased). Soil type was silty clay and running soils with 20 feet of water head. Dewatering was performed with submersible pumps. This project consisted of seven drives, totaling 3032 LF at a depth of 10 to 15 feet with l" deviation. 24" 1D VCP was used. Drive 1: 440 LF Drive 2: 408 LF Drive 3: 408 LF Drive 4: 520 LF Drive 5: 488 LF Drive 6: 408 LF Drive 7: 360 LF Original and Final Contract Amount: $3,122,245 The microtunnel portion of this project started in September, 1998 and was completed in November, 1998 with no claims or litigation. Project No. 10 Ocean Boulevard Storm Drain, Long Beach, CA Owner: Port of Long Beach, 925 Harbor Plaza, Long Beach, CA 90802 Contact Person: John King, Bali Construction, Inc. 626-442-8003 Equipment Used: Soltau RVS 600 (owned). Soil type was silty sand. Dewatering was performed with submersible pumps. This project consisted of four drives of 48" ID, 67" OD RCP at a depth of 15 to 20 feet with 318" deviation. Drive lengths were 620 LF, 860 LF, 920 LF, and 800 LF. Intermediate Jacking Stations were installed and used. Original and Final Contract Amount: $1,928,000. The pipe for this project was purchased by the owner ($400,000). This project started in November 1998 and was completed in March 1999 with no claims or litigation. VADNAIG ORPORATION 12/20/2004 17:34 9163639904 VADNAIS SACRAMENTO PAGE 07 Project No. I I Southern Industrial Trunk Sewer Improvement Project - Phase 2, Stockton, CA Owner: City of Stockton, 2500 Navy Drive, Stockton, CA 95206 Contact Person: Jim Falk, Mountain Cascade, Inc., 555 Exchange Court, Livermore, CA 94550. 925-373-8370 Equipment Used: Soltau RVS 600 (owned). Soil type was stiff, sticky clay. Dewatering was performed with submersible pumps. This project consisted of one 420 LF drive of 72" ID, 90" OD RCP at a depth of 19 to 20 feet with 1/2" deviation. Original and Final Contract Amount: $580,880. This project started and was completed in May 1999 with no claims or litigation. Project No. 12 Saja moat Way Membrane Filtration Plant, Rancho Cordova, CA Owner: Carmichael Water District, 3501 Bajamont Way, Carmichael, CA 95608 Contact Person: Ken Riley, Kiewit Pacific Company, 5000 Marsh Drive, Concord, CA 94520, 925-686-3030. Equipment Used. Soltau RVS 600 (owned). Two drilled liner plate shafts were constructed, and two concrete caisson shafts were constructed, one at a depth of 65 feet and one at a depth of 110 feet. Sail type was sandy clay with some gravel. Dewatering was performed with submersible pumps. This project consisted of three drives: 552 LF, 1021 LF, and 691 LF under the American River with 45 Meet of water head. Intermediate Jacking Stations were installed. Pipe used was 48" ID, 60" OD RCP. Original & final contract amount was $3,866,364, This project started in June 1999, and the tunneling portion was completed in February 2000 with no claims or litigation. VADNAIS CORPORATION 12/20/2004 17:34 9163639904 VADNATS SACRAMENTO PAGE 08 Project No. 13 American River Crossing 48" Water Transmission Main, Sacramento, CA Owner: City of Sacramento, 1395 351' Avenue, Sacramento, CA 95822 Contact Person: Dan Sherry, Department of Utilities, City of Sacramento, CA 916-808- 1419. Equipment Used: Soltau RVS 600 (owned) This project consisted of three tunnel drives: 324 LF, 652 LF, and 1,122 LF, 324 LF drive under 1-5: Slide Rail Shafts le'deep in claylsand. 652 LF drive under Garden Highway: Sheet pile shafts 45' deep in medium dense alluvium. 32 feet of groundwater. Shafts were dewatered with wells. 1122 LF drive under American River: Reinforced concrete caisson shafts 80' deep in medium dense alluvium and gravel. 52 feet of groundwater. No shaft dewatering required. Intermediate Jacking Stations were installed and used. Pipe used was 48" ID, 63" OD Reinforced Concrete Cylinder Pipe. Original contract amount was $7,190,470.00. Final contract amount was $7,114,693,50 This project started in July 2000, The tunneling portion started in August 2000 and was completed in December 2000 with no claims or litigation. Project No, 14 Marinette Water Main River Crossing, Marinette, Wl Owner: City of Marinette, 1905 Hall Avenue, Marinette, WI 54143-0135 Contact Person: Brian Miller, Director of Public Works, 1905 Hall Avenue, Marinette, WI 54143 715-732-5134 Equipment Used: Soltau RVS 600 (leased) This project consisted of a single tunnel drive: 602 LF drive under the Menominee River from Marinette, WI to Menominee, MI. Sheet pile shafts 50 feet deep in dense, clayey sand and occasional boulders. 44 feet of groundwater. Shafts were dewatered with perimeter wells and sump pumps. Tunneling was performed in stiff clay and dense silt with nested boulders and saturated wood debris. Casing pipe used was 51" ID, 525' OD Permalok 3la" wall steel casing pipe. Carrier pipes consisted of two 18" ductile iron water mains and a single 6" PVC conduit for future use. Original Contract amount was $1,605,000. Final contract amount was $1,582,500. This project began with shaft work in late March 2001. The tunneling portion with carrier pipe was completed in early August 2001 with no claims or litigation. YAMS OMPMATiON 12/20/2004 17:34 9163639904 VADNAIS SACRAMENTO PAGE 09 Project No. 15 California Meadows 1 SR29 C SR37 Sanitary Sewer Rerouting Project, Vallejo, CA Owner: Vallejo Sanitation and Flood Control District, 450 Ryder Street, Vallejo, CA 94590 Contact Person: Jeff Peel, Project Manager, Steve P. Rados, [no, 916-852-0509. Equipment Used: Soltau RVS 600 This project consisted of five tunnel drives: 155 LF, 550 LF, and 3 each at 597 LF. 156 LF drive under SR29 (Sonoma Blvd): Slide Rail Shafts 20' deep in sticky clay with sand and some gravel. Nuisance groundwater. Remaining 4 drives (totaling 2341 LF) were driven from temporary rock islands and tunneling progressed under the South White Slough: Sheet pile shafts 20' in jet -grouted peat and clay. 15 feet of groundwater. Shafts were dewatered with submersible pumps. Pipe used was 48" ID, 59" OD Polymer Resin Concrete Pipe (Meyers Polycrete). Original contract amount was $1,295,065.50. Final contract amount was $2,032,000.00. This project originally began in December 2000. The 155 LF crossing of SR29 was the only successfully completed section (March 2001) that season. Because of a Differing Site Condition, ground treatment was needed on the remaining four tunnel drives. The tunneling resumed in January 2002 and was successfully completed on May 3, 2002. Mediation was necessary to resolve the Differing Site Condition Claim and to determine responsibility for the required jet -grouting and resulting delays in the project. The claim was settled in two days of mediation in favor of the contractors (Rados and 'Vadnals) Project No. 16 Sewer Force Main Replacement Project, Napa, CA Owner: City of Napa, 1600 First Street, Napa, CA 94559 Contact Person: Mark Andrilla, Assoc Civil Engineer, 707-257-9520 x7423 Equipment Used: Soltau RVS 400 This project consisted of two tunnel drives: 180 LF drive uphill at a 20% slope and 360 LF flat under the Napa River. Drilled shafts were 50 feet deep in dense, silty sand and gravel on one side and fat clay on the other. 30 feet of groundwater. Tunneling was performed in stiff clay and dense silt with occasional gravel and saturated debris. Casing pipe used was 37" ID, 38" O❑ Permalok'h" wall steel casing pipe. Carrier pipe consisted of 24" ductile iron sewer force main. Original contract amount was $2,253,061. Final contract amount was $2,286,566. This project began February 20, 2003 and was Completed on June 19, 2003 with no claims or litigation. vADNAIS CORPORATION 12/20/2004 17:34 9163639904 VADNAIS SACRAMENTO PAGE 10 Project No. 17 Howe Avenue 64" Water Transmission Main, Sacramento, GA Owner City of Sacramento, 1395 350' Avenue, Sacramento, CA 95822 Contact Person. Bob Fedrick, Vice President C.R. Fedrick, Inc. 415-892-0848. Equipment Used: Soltau RVS 600 (owned) This project consisted of a single tunnel drive of 1,454 LF. The microtunnel drive was performed under the American River: A 28-foot I reinforced concrete caisson shaft was installed as a launch shaft 65' deep in very dense alluvium and gravel. There was approximately 40 feet of groundwater. The reception shaft was the same depth and constructed as a 20-foot ID Auger -drilled shaft. No shaft dewatering was required at either site, Three Intermediate Jacking Stations were installed, however none of them were required to be used. Pipe used was 54" ID, 70" OD Reinforced Concrete Cylinder Pipe (C300). Original contract amount was $3,725,395.00, Final contract amount was $3,803,000.00 This project started in April 2004. The tunneling portion started in August 2004 and the entire project was completed in December 2004 with no claims or litigation. Project No. 18 Sewer Pump Station 34, San Diego, CA Owner: City of San Diego, 1010 Second Street #500, San Diego, CA 92101 Contact Person: Alex McClymont, Project Manager, TC Construction 691-448-4560 Equipment Used: Iseki TCC 300 (owned) This .project consisted of a single tunnel drive of 300 feet. Access shafts were constructed of Slide Rail shoring and steel plates approximately 25 feet deep in loose, silty sand and extremely contaminated with jet fuel and other petroleum products. There was about 15 feet of highly contaminated groundwater requiring special treatment and handling. Tunneling was performed in same contaminated material with occasional saturated debris. Pipe used was 15" ID, 18.5" OD No -Dig VCP Clay Jacking Pipe manufactured by Mission Clay Products. Original contract amount was $256,000. Final contract amount was $310,000. This project began November 18, 2004 and was completed on November 29, 2004 with no claims or litigation. VADMAIS GORpORAWN CITY OF HUNTINGTON BEACH - WARNER AVENUE GRAVITY SEWER, CC 1 I82-A ADDENDUM #4 FAX COVER SHEET f�C�7 CITY OPHUNTI,GTONBEACH Public Works Department 2000 Main Street P.O. Box 190 Huntington Beach, CA 92648 FAX (714) 374-1573 y TO: Pre -Bid Attendee DATE: December 10, 2004 COMPANY: A11holder, Inc. FAX NO: 818-898-10#17 x 113 FROM: Doug Erdman, Associate Civil ftincer NUMBER OF PAGES INCLUDING COVER SHEEP: 12 PROJECT NAME: WARNER AVENUE GRAVITY SEWER PROJECT NUMBER: CC 1182-A PLEASE NOTIFY ME IMMEDIATELY AT (714) 536-5259 IF ALL PAGES ARE NOT RECEIVED PROPERLY. "DE1;1 DUM NUMBER FOUR For 1`or WARNER CrRAV,ITY SEWEK CC 1182-A Items included in this Addendum: 1. Revision to Specification Section C & Section 6.7— Increased Number of working Days 2. Bidder's Information Sheet -- Micratunnelling Experience Requirements 3. Addition to Specification Section 6.1.1.2 — Co-ordination of work with lift Station D Contractor 4. Addition to Specification Sections 7.8 & 7.9 — Construction Staging Area 5. Revisions to Specification Section-306-9.2.8 -- Piping Material Type 6. Revisions to Specification Section 306-8.3.1.9 - 306-8A1.11- Microtanueling Reaches 7. Responses to Questions to the Engineer (Warner Avenue Gravity Sewer) CONTACT PERSON: Doug Erdman, Associate Civil Engineer! PFujoct Manager,(714) 374-1735 1182-A addednum 4 fax 12/10/2004 CITY OF HUNTINGTON BEACH - WARNER AVENUE GRAVITY SEWER, CC 11 82-A ADDENDUM #4 Revision to Specification Section C & Section 6.7 Increased Number of working Days Addition of 8 weeps to 35 weeks total or 175 wonting days. First Paragraph of Section C: 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, therefore, 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 Beacb, and to enter into a contract at the following prices. The undersigned agrees to complete the work within 175 working days, starting frum the date of the Notice to Proceed, and complete all necessary submittal within 40 working days from the date of the Notice to Proceed. 6-7.1 General [Add the following:]. The time within which the Work must be completed by the Contractor is wed at 175 working days, including pipe delivery, starting from and after the date in the Notice to Proceed with the Work, exclusive of maintenance periods_ Addition to Bidder's Information Sheet Microtunnelling Experience Requirements Specification Section C Addition (Page C-9,10) — Add the following to Bidder's Information Sheet Bid is to include all items contained in 306-&1.6 Experience Requirements: (a) Micratunneling Contractor, (b) Project Superintendent, and (c) blierotunneling Operator of the specifications in a sealed envelope. The sealed envelope is to be labeled "Microtunneling Contractor or Subcontractor Experience" and include the General Contractor's name and all information required on the bid envelope. Addition to Specification Section 6.1.1.2 — Co-ordination of work with lift Station D► Contractor 6.1.1.2 CO-ORDINATION OF WORK'WrM THE LIFT STATION `D'CONTRACTOR [Add the following after the first paragraph of Special Provisions 6.1.1.2:] The Lift Station Contractor and the Warner Avenue Gravity Sewer Contractor shall be required to ,jointly submit a proposal for review and approval to the City or Engineer, which describes a detailed work plan for coordinating both Contractors' work in and around MH #1, shown on Plan Sheet 4 of the plans. The Contractor shall allow sufficient time for the City or Engineer to review and approve the submittal. The City shall not be liable for any delay associated with an untimely submittal on the part of either Contractor for any reason. 1182-A addednum 4 fax 12/10t2004 CITY OF HUNTINGTON BEACH - WARNER AVENUE GRAVITY SEWER, CC 1182-A ADDENDUM 94 Addition to Specification Sections 7.8 & 7.9 Construction Staging Area 7-8.0 Construction Staging Area The City has arranged to allow the Contractor to use a portion of the City owned Percy Dock parting lot as a construction staging on this project. Tire limits established for the construction staging area are shown on the attached exhibit. The Percy Dock Parking Lot will be made available to the Contractor for the period beginning at the date of the notice to proceed through June 30, 2005. The City at, its discretion will evaluate a request by the Contractor to lease the Percy Dock lot on a month to month basis, for up to 4 . additional months, after the initial 4 months, at a lease rate of no less than $6,000 a month. There is no guarantee that the Percy Dock Lot will be available to the Contractor for Construction Staging beyond the June 30, 2005 date. Lease extensions must be requested, in writing, a minimum of 30 days prior to the June 30, 2005, or the end of the current: lease date. The Contractor will be required to re -stripe the parking lot to accommodate the new traffic flow pattern established in the attached exhibit, prior to occupying the designated portion of the parking lot for construction staging. Public access to the waterfront walkway, fishing pier and remaining parking lot stalls shall be maintained at all times. All costs associated with establishing the project construction staging area; including provisions to install temporary power and water; shall be included in the bid in other items of work unless otherwise specified. 7-8,6.1 Construction Staging Area Equipment Storage Restrictions The Contractor shall not be permitted to use the Construction Staging Area located for storage of Equipment exceeding 18,000 lb. Axle loads without prior permission from the City of Huntington Reach. 7-8.6.2 Construction Staging Area Wet Storage Restrictions Due to the proximity to the Huntington Harbor, the Contractor shall not be permitted to use the Construction Staging Area located at the Percy Dock Parking lot for storage of fuels, oils, hazardous materials or other wet storage. 7-8.6.3 Construction aging Area 1 POES Compliance The Contractor shall not be permitted to use the Construction Staging Area for fueling, vehicle wash -down purposes as well as engine or other heavy equipment maintenance. All NPDES and SWPPP requirements apply to the Construction Staging Area and must be followed by the Contractor 7-8.8 Construction 8to ng Area Site Security It shall be the responsibility of the Contractor for securing the site with fencing and maintaining a secure site throughout the period of time in which the contractor occupies the construction staging area. 7--9 I Restoration of Contraction Staging Area at Completion of Project Upon vacation of Construction Staging Area located at the Percy Dock Parking Lot, the Contractor shall be required to restore the lot to pre -construction conditions, including but not limited to removal of all fencing and improvements installed for the use of the contractor during the project, repair of any damaged pavement; curb and sidewalk as well as a full slurry scal of the entire parking lot and re -striping. All costs associated with restoring the parking lot to pre - construction conditions shall be included in the bid for other items of work. 1182-A addednum 4 fax 12tI012004 CITY OF HUNTINGTON BEACH - WARNER AVENUE GRAVITY SEWER, CC 1182-A ADDENDUM ##4 Revisions to Specification Section-306-8.2.8 Piping Material Type "306-8.2.8 Carrier Pipe is to be stricken and replaced with: 30642.5 Carrier Pipe. The carrier pipe minimum and maximum inside diameters are as shown on the drawings. In no case is the pipe diameter to be smaller or larger than as shown on the drawings. In no case is the carrier pipe ID to ever flow in to a smaller carrier pipe ID. Carrier pipe materials may be changed to accommodate the drive lengths. The only direct jacked carrier pipe materials allowed, unless specifically stated otherwise stated in section 306-8.3.1 Special Microtunneling Requirements by Reach, are vitrified clay (ASTM C 12081C -99a) jacking pipe, polymer concrete (ASTM D 6783-02 or ASTM C-76-95a modified for special designs), and Hobas (ASTM D 3262) jacking pipe as specifically designed for jacking. Unless other wise stated in the appropriate ASTM, a minimum factor of safety for calculating maximum allowable jacking forces is to be 2.5. All pipe materials shall be rated for a minimum of50 year life at the point of minimum cover and maximum load. - Revisions to Specification Section 306-8.3.1.9 - 306-8.3.1.11 Microtunneling Reaches "306-8.3.1.9 Mirretunuel from Station 40+20 to 44+35 shall be stricken and replaced with: 306-8.3.1.9 iV>[ieretunnel from Station 40+20 to 44+35. Microtunnel ninth drive. Retrieval of MTBM at Station 44+35 shall be in accordance with the Caltrans permit." "306-8.3.1.9 Microtuunel from Station 47+20 to 44+35 shall be stricken and replaced with: 306- 8.3.1.9 Microtnnnel from Station 47+20 to 44+35. Mierotunnel tenth drive. Retrieval of MTBM at Station 44+35 shall be in accordance with the Caltrans permit. There is a 20-inch potable water main in a steel casing that lies approximately 3 feet above the new sewer near Station 45+00. The potable water main shall be potholed so as to confirm its physical location including depth. The pothole shall be eased with a 4-inch PVC pipe and the annular space backfilled with 500 psi annular grout, The PVC pipe shall extend below the depth of the potable water main and shall be located between the jacking shaft and the potable wager main. If the microtunncling machine encounters the PVC pipe„ the tunneling machine shall be stopped before damaging the potable water main. Upon completion of the drive, the pothole is to be backfilled in accordance to the specifications "306-8.3.1..10 Microtunnel from Station 47+20 to 50+20 shall be stricken and replaced with: 306- 8.3.1.10 b9crotuanel from Stutioa 47+20 to 50+20 Microtunnel eleventh drive. Retrieval of MTBM at Station 47+20 shall be in accordance with the Caltrans permit." "3ty6 A1.11 Microtuanel fraom Station MH#14 Westerly to 44+35 (Add Alternative #1) shall be stricken and replaced with: 3064L3.1.11 Microtuanel from Station MH#14 Westerly to 44+35 (Add Alternative 91). Microtunnel twelfth drive. Retrieval of MTBM at Station 44+35 shall be in accordance with the Caltrans permit. There is a 20-inch potable water main in a steel casing that lies approximately 3 feet above the new sewer l 10 feet east of MH414. The potable water train shall be potholed so as to confirm its physical location including depth. The pothole shall be cased with a 4-inch PVC pipe and the annular space backfilled with 500 psi annular grout, The PVC pipe shall extend below the depth of the potable water main and shall be located between the jacking shaft and the potable water main. if the microtunneling machine encounters the PVC pipe, the tunneling machine shall be stopped before damaging the potable water main. Upon completion of the drive, the pothole is to be backfilled in accordance to the specifications." I I82-A addednum 4 fax 12/10/2004 CITY OF HUNTINGTON BEACH - WARNER AVENUE GRAVITY SEWER, CC 1182-A ADDENDUM #4 Responses to Questions to the EngineerMarner Avenue Gravity Sewer): estian from Kiewit Pacific Co. ke jeg vd Please clarify the permits that need to be acquired by the contractor? Response: City ofEkadagton Beach Encroachment Permit Caltram Encroachment Permit Compliance with ao, of9w ngton Reach's NPDES MS4 and De minimus P"ndb — Submittals for this Item to be submitted to City of Huntington Beach 2. Please specify the discharge point for the dewatering system and what is the quantity limitation? Response. Dewatexrrtg water can be discharged into the guuer/storm drain. There is no limit on dewaterkV discharge volumes. However, the contractor must comply with the requirements for the City of Huntington Beach's NPDES MS4 and D-Mmimus Permit issued by the Regional Water Quality Control Board See attached De-rrrinimus Requirenwa 3. The fixed tube delineators (i.e. epoxy to pavement) are specified in the contract traffic control drawings, but the general notes indicate that all temporary traffic control devices have to be removed after 4:00 pm every day, please clarify. Response: "Fred Tube Delineators" have a heavy base, then' are not epoxy to pavement Trafj% control measures are allowed to remaht in place during the construction portion for each jackhwl/ ecebwg shaft and dwW microtannehng operations When the shaft construcdon is eaa*4ete, the shafts are to be plated over and traflk control measures removed This will allow for lanes to be reopened, until nritrotaurreeling operations commence, as shown an the traffic control sogin9phum Questions from Mladen Runtish Cooatroetiao_Iue. Scott Peterson 1. The traffic control plans and specifications indicate that all lanes of traffic must be open by 4:00 p.rn_ each day and the jacking(receiving pits must be covered with steel plates. This is not possible. The pits will require more than 5 hours to construct and the microtunnel equipment cannot be removed from the work area at the end of each day. Please clarify. Response. Trofrc control measures are allowed to remain In►place daring the construction portion for each jacking/recehing shaft and during mkrotanswUW operations When the shaft construction is complete, the shafts are to be plated over and traf a control measures removed This will allow for lanes to be reopened, until microtunneling operations commence, as shown on the traffic control bwP Completed shafts must be plated over while not in use. 1192-A addedawn 4 fax 12/ 10t2004 CITY OF HUNnNGTON BEACH - WARNER AVER GRAVITY SEWER, CC 1182 A ADDENDUM #4 2. Please provide the bidders a copy of the encroachment permit. Respouse: Caftr RY permit attached, two pagm 3_ 135 working days is not enough time to construct this project. Please extend the contract time. See Revisions to Sped kadous listed above. 4. Will the contractor be allowed to microtunnel 24 hours per day? 7 days per week.? Working hours for the project are dictated In the Specfficadons Mfcrotunnelutg shall be done per:: a. City requirements : See spec&afhm section 30&8.3 4 b. Caltrans requirements: see attached permit. Working hours during Construction within the Caftrans Right of Way: Requests for extended hours for construction operations within the Caftrans Right -of -Way wzfi be evaluated and approved by the City of Huntington Beach on a case by case basis. The City at, its discretion, will evaluate any requests by the Contractor for aUernaOvelexWrded construction hours Any approval ofAfternatfvelExtended hours for construction operations shaft be performed in compfiatrce with the Cabrans Encroachment Permit requirements. The Contractor is to submit a plan detailing the work to be covered during the proposed afternadWenemkil construction koars to the City for approval a nthdnnu m of weeks prior to the commencement of the work Any additional inspection costs associated with extended construction haws shall borne by the Contractor. Working hours during Construction Onalde of the Caltraus Right of Way: Requests for extended hours for construction operanons outside of Ike Caltrans Right -of -Way wfff be evaluated and approved by the Cky of Hunthigton Beach on a case by case basik The City at, its discretion, will evaluate any requests by the Contractor for the extended construction horns. Approval of afternativelexteuded construction hours is the sole discretion of the City of Huntington Beach. If a request for extended working hours is approvers, the work is to be in compliance with (sty requkonentti The Contractor is to subunit a plan detailing the work to be covered daring the extended construction hours to the Cky for approval a ndnimum of Z weeks prior to the comuneueement of the work. Any additional inspection costs associated with extended construction hours shall borne by the Contractor. 5. Please provide a list of the types of pipe that are acceptable for the microtunnel work. Response: Bee revised speeYkation section 30 8.2.8 and original spe4ftwfon Sections 30681 LI and .S. d. Sta. 50+50 to 50+77 indicates that the 24" pipe is installed using the open cut method of construction. The contractor will have to dewater this portion of the project Where will the contractor be allowed to discharge the water? Response: See response to question .2 from KlewitPacificAbove. 1182 A addednum 4 fax 12/1012004 Q V LO CL a w a z 0 u Oc a a U a LLI w t►! a a Lai a a a w V) U CL a w IL U w �' m� 0 z C3 ;� 0 a z_ F-" o z W 0 M CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION TO: Engineering Staff Cc: Ward Kinsman Howard Johnson FROM: Geraldine Lucas, Environmental SUBJECT: California Regional Water Quality Control Board's NPDES De-Minimus Discharge Permit Requirements DATE: July 2, 2001 All City managed projects in which wastewater will be generated and discharged into the storm drain system for disposal fall under a State NPDES Permit for De-Minimus Discharges. Some wastewater discharges covered under this permit include construction de -watering, well installation, development, purging, hydrostatic testing of vessels & pipes, disinfection of potable water supply systems, and fire hydrant testing or flushing. The permit requires wastewater sampling, testing, monitoring, and reporting. i will work directly with Truesdail Laboratory to schedule the wastewater testing and monitor the results. In order to ensure adequate time for notification and scheduling, the Project Manager should provide me the following information at least 10 days in advance of the planned discharge: 1. Address & brief description of project 2. Field contact phone numbers (lab will contact this person for field access issues) 3. Specific type of proposed wastewater discharge (construction de -watering, waste water associated with well installation, testing of pipes or vessels) 4. The estimated average and maximum daily flow rates 6. The frequency and duration; of the discharge 6. The affected receiving waters 7. A descriptive of the proposed treatment system (if appropriate) 8. A description of the path from the point of initial discharge to the ultimate location of discharge (map if possible) 1 will notify the Water Board of the planned discharge and schedule the laboratory testing. Weedy sampling will be required and the records need to be maintained for five years. Truesdaii Laboratory will send me the invoices and I will forward them to the Project Managers attention for processing. The Clean Water Act provides that any person who violates this permit is subject to a civil penalty up to $10,000 per day of violation and any person who willfully or negligently violates provisions of the permit may face fines up to $25,000 per day of violation. Should you have any questions or need any further information, please contact me at 375-8494. Thank you f}.WzSiw=ingDivisiontl.uMMe-MinimnsWDES.doo STATE OF CAUFORNIA • DWARTMENT OF TRANSPORTATION ENCROACHMENT PERMIT TR-0120 (REV. ?m.$) In compliance with (Check one): X Your application of MARCH 17, 2004 L_J uti ity Nooce No. N 1204-NUJ - 12 - ORA -1- 30.09 August 23, 2004 ❑ Agreement No. ❑ R1W Contract No. of Of EXEMPT PBrFamence l $ TO: CITY OF HUNTINGTON BEACH PUBLIC WORKS DEPARTMENT 2000 MAIN STREET HUNTINGTON BEACH, CA 92648 DOUGLAS ERDMAN, ASSOCIATE CIVIL ENGINEER 7141568-7300 t t PERMITiEE And subject to the following, PERMISSION IS HEREBY GRANTED to: CONSTRUCT A 24" DIAMF-TER VCP SEWER PIKE BY MICROTUNNELLING (APPROXIMATELY 700 FEET). THE WORK INCLUDES THE CONSTRUCTION F MANHOLES AND RECEIVING & JACKING SHAFTS. ALL WORKS ARE WITHIN STATE RIGHT OF WAY, MAINLY IN THE MEDIAN OF STATE ROUTE 1 (PACIFIC COAST HIGHWAY) AT THE INTERSECTION WITH WARNER AVENUE IN THE CITY OF HUNTINGTON BEACH IN ORANGE COUNTY. All performed work shall be in accordance with current Caltrans Standard Specifications and Standard Plans, Section 600 (Utilities Permits) of the Encroachment Permits Manual, the attached Provisions and Permit Plans, including Traffic Control Plans, dated JULY 29, 2004. Permittee shall contact SHA►HRYAR DERAVI, State Permit inspector, at 9491756-7677 between 7 AM and 9 AM a minimum of two working days prior to the start of work and a pro -construction meeting will be scheduled at the eariiest mutually agreeable time. Failure to comply v4th this requirement will result in suspension of this permit. The following attachments am also included as part of this permit In addigon to fee, the peirn! tee will be billed (Check appkable}: actual costs for: X Yes ❑ No General Provisions ❑ Yes X NO Review ❑ Yes X No Utility Malntenw= Provisions ❑ Yes X NO Inspection X Yes ❑ No Spedal Pwv signs ❑ Yes X No Field Work ❑ Yes ❑ No A Cal -OSHA permit required prior to beginning work; # (if any Calfrans effort e)pended) Yes ❑ No The information In the environmental documentation has been revsewed and is considered priortO approMl of this gennit. This pemsit is void unless the work is complete before AUGUST $1, 2005. This permit Is to be strictly construed and no otherwork other than specfrcally mentioned is hereby authorized. Ne pyeg work shag be commenced unfit all other neemmsary its and environmental clearances have been obtained. Original to Perms tee APPROVED: File: 04d1153 Shahryar Demvi, Permits John Jalaiiier- , Permits Cindy Quon, District Ding--�— Mi Prewred by- MYF "6ry Maittashami. District -Permit Enter i of 2 CITY OF HUNTINGTON BEACH 42€ 4-NUJ-0i53 AUGUST 23, 2004 Permittee's Contractor shall apply for Caltrans Double Permit "DP" authorizing the Contractor to perform the work within the State Highway right of way on Permittee's behalf. A deposit of S 2400.00 is required at the time of application. This deposit shall be used toward review and inspeetion fees. Permittee's Contractor shall. submit the following for review and approval along with the DP application: (1) A Water Pollution Control Program (WPCP) and (2) A Shoring Plan with calculations and Tunnelling plan showing entry and exit pit, location and clearance of all other facilities. In addition to the attached General Provisions (TR-0 045), the following Special Provisions are applicable: • Worldng hours and schedule shall be approved by the State Permit Inspector. A survey Grid shall be set and appropriately checked over the centerline of the pipe. Copies of the survemj notes shall be submitted to the Inspector. • The method used to check the grade and alignment shall be approved by the Permit Inspector. + Personal vehicles of the Contractor's employees shall not be parked on paved shoulders or traveled way within the freeway right of way. • Orange vests and hard hats shall be worn at all times while working within State right-of-way. • All components of the traffic controt system shall be removed from the traveled way and paved shoulders at the end of the each work period. • unless otheawise approved by the State Permit Inspector, no work that interferes with public traffic shall be performed on weekdays between 6:00 AM and 9:00 AM, or between 3,00 PM and 6.30 PM. + The full width of traveled way shall be open for use by public traffic on Saturdays, Sundays and designated legal holidays, after 3:00 PM on Fridays and on the day preceding designated legal holidays, and when construction operations are not actively in progress. • In case of any discrepancy between Permit Flans and these Permit Special Provisions, these Special Provisions shall prevail. + ENVIRONMENTAL PLANNING REQUIREMENTS: • If cultural remains were discovered during excavation, all earth moving activity within and around the sft area mast be diverted until a Caltrans Archaeologist can assess the fiord. 49 If human remains are discovered, State Health and Safety Code Section 7050.5 states that disturbances and activities shall cease. The County Coroner roust be notified of the find immediately so that he/she may ascertain the origin and disposition, pursuant to Public Resources Code Section 5097.98. If the remains are determined to be pre -historic, then the coroner will notify the Native American Heritage Commission (NAHC) who will then notify the Most i_ikely Descendant (MLD). The MLD may inspect the remains with the approval of the landowner or the authorized representative. The MLD must complete this inspection within 24 hours after notification by the NAHC. The MLD may recommend adenfifiic removal and nondestructive analysis. • The Contractor shall use sound barriers to keep the noise level to a minimum in order to minimize impacts to wildlife within Bolsa Chico Reserve. Immediately following completion of the work permitted herein, Permittee shall fax to 9491724-2265 the Work Completion Notice and Customer Service Questionnaire to facilitate final permit processing. Page 2 of 2 STATIC OF CAuFoitm, DSPARTI+1FSl'I' OF TRANSPORTATJON 04CROACMAMT PERM GEMS AL lE":t.OVISIOM TR-0045 (REV.8198) 1. &UT80R=- The Depamnent's authority to issue encroaahmont pemits is provided under. Div. 1, ChpL 3, Art- 1, Sett. W to 734 of 15. the Streets and }highways Code. 2. REVOCATION: Encxaachroent parmats are tovocable oil five days notice unless otherwise stated on the pmt6t and except as provided by law for public corporations, ftutaci►im holders, and utilities These i3eaeral Pievlsioas and the Encroachment Permit i]tility Provisions are subject W modification or abrogation at any thl- Pwnittees' Joint use agreements, franchise rights, reserved rights or any other 16. apmnea% for operating purposes in State highway right of way are exceptions to this revocation. 3. DMAI. FOR NON7AYM3M OF FEES: Failure to pa permit fees whoa due can result in rejection of future apphit ons and denial of permits. i9. 4. ASUGNlkIR.EhF€: No party other than the permittee or permittee's authorized agent is allowed ID work under this permit. S. ACCEPTANCE OF PROVISIONS. Perraittee understands and 3S. agues to accept these General Provisions and all attachments to this permit, for any work to be performad uadei this ptrtnit: 6. BEGihMiPiG Of WORK. When traffic is not impacted (see Number 35). tie perms tee shall notify the Department's 19 representative, two (2) days before the recent to start permitted wank. Ptrmittee shall notify the is RepresentAdve if the work !s to ate interrupted far a al. Five (S) days or mote, carless otherwise agreed upon. All work shall be performed on weekdays during toalar week boors, excluding holidays, unless otherwise specified m [iris permit. 246 7. STANDARDS OF COMMUCi3ON: Alt worst Performed within highway right of way shall conform to recognized consancxion statadwds and currmt Department Standard Specificadoas, Department Standard Plans Wqb and Low Risk Fatality Specifications, and Utility Special ProvWans. Wb= reference is made to "Contramw and Engineer," time are amended to be read as "Permittee and Department representative." S. PLAN Ci1ANGES. C6aap's to plans: specifications. and pxtniE provisions are not allowed without prior approval from the Sate rtpr�AtatSYe. 9 DLq?ECTWK AND AFFROYA U All work is subject to monitoring and arspection. Upon cornpledon of work, permitter stall request a final inspcetion far acceptance and approval by the Department, The Wcal agency pe rn ttee shall not give final construction approval to its contrEtctotr until final acceptance and approval by the Dgwtmeat is obtained. 10. MM1'1' AT WORKSii'l& Petmtidee sha11 keep the permit paticage or a copy thereof, at the work site and show it apon tegnest to any Department representative or law enforcement atiwzr. if the perratt package is not kept and made available at the work site, the work shall be suspended. IL M 21. Fa Specifc ttious for traffic eonuot systems. These General Provisions are not intended to impose upon the permittes, by third parties, asy duty or standard of care, greater than or different from, as required by law. BONMUM INTERFERENCE WITH TRAFFIC: Pemaitice sball plan and conduct work so as to create the least possWe inconvenience to the travelling public, traffic shall not be unreasonably delayed. On conventional highways, permittee shall place properly ankud flaggcr(s) to stop or warn the traveling public in oompliance with the Manual of "Traffic Controls and Instrocdons to Flaggers Panolet. ST RAG19 OF EQUI%IT AND MA TERIAM Equipment and material storage in State right of way shall. comply with Standard Specifications. Standard Plans, and Special Provisions. VYheenrmz the permittee places an obstacle within 3.63 m (12') feet of the traveled way, the permitrec shall place temporary ralling (Type K). CARE OF DRAINAGM Permittee shall provide alternate drainage for any work interfering with an existing dtttinsge facility in compliance with the Standard Specifications. Standard Plates andfor as directed by the Depamrtcnt's represcatative. hRls"5. 'F RA'ITON AND REPAIRS It'd hRiGIkT OF WAY: Permitt a is responsible for restomdon and repair of State highway right of way resulting from permitted work (State Streets and Highways Code, Sections ft70et. seq.). RIGIT[ OF WAY CLEAN Ur.- Upon completion of work, permittee shall remove and dispose of all scraps. brush, timber, materials, ere. off the right of way. The aesthetics of the highway shall be as it was before: work started. COST OF WORK: Unless stated in the permit, or a separate written agreement, the pmntittee shall bear all costs incurred for work within the State tight of way and waives all claims for indcmnircation or contribution from the Static. ACTUAL COST BUJII iG: When specified in the permit, the Department will bill the permittee wtual costs at the c urready set hourly rate for encroachment perazits. AS. -BUILT PLANS: When required. prmE.Etas shall submit one (1) set of as -built plans in compliance with Depatttnent's regnircrnents. Pawns shalt be siubmitted within thirty (30) days after completion and approval of wait. As Eullt plans or accompanying correspondence sball not include disclaimer statemats of any kind_ Such statements shall constitute [ton -compliance with dwse provlsiens. Failure to provide complete and signed As -Built plans sball be cause for bond or deposit retention by tiro Department. 23. PERI►g n POR RECORD ;PU M4DNLY: When wotic in the right of way is widen an aura under a Joint the Aammept (JUA) or a Consent to Comma Use Agreement (CCUA), a fee exempt perutit is issued to the parnittee for the purpose of erg a notice and record of work. The Ptxmittee - palEtr rights shall be preserved without the intention of creating new or diflereut tigW or oblig ttians- 'Notice and Record Purposes Only" sball be stamped across the face of the pesrtiiL CONFUCTLJG ENCROACHUMM: Perrntmee shall yield start of work to ongoing, pact; aud6dxed, worst adjacent to or wkbia ibe 2C unrits of the project Sam When existing encroachments conflict with new wetk, the permittee snail bear ail out for meavangements, (e.g., relocation, altetafion, removal, etc.). PERNM FROM OTMRAGii NCM—Mils permit is invalidated if the parmlm etas not obtained all permits necessary and required by law, from the Public Wraies Coemrtisskm of the State of California (PUQh, California 0ectipational Safety and Health Admitiistretion (Cal -OSHA), or any other public agency having jurisdiction. 13. PEDESTR AN AND BICYCLIST SAFM-. A safe mkimum patssagewa of 121 rrtetei (41 shad be maintained through ilre work arcs at ex n pedes�tri- or bicycle facilities . At no Garr shall puxiptrians lie vested onto a portion of the sKreat used for vebhcalar traffic. At locations where safe alternate passageways cannot be Mt, appropriate signs trod bturieades shall be inslat3ed at the Mlimits of cansnticticn and in advance of the ]itsuta of constracdo i at the newest crosswalk or intemection Tee detour pedestrians to facilities across the street. 14, PUBLIC TRAFFIC CONTROi,: As reetpiked by law, the permittm shall provide traffic control protection waning signs, lights, safety devices, etc., and tape all oilier measures necessary for traveling public's softy. Day and night time lane closures shall comply with the Manuals of Traffic Caatrols, Standard Plaits, and Standard DOlVi7t NG: The penaittee shall file: bond(s), in advance, in the amount set by thte €]epatiment. hritilura to maintain band(s) in fall force and effect will result is the Department stopping of all work and revoking earmit(s). Bonds ere not required of public corporations or privately owned cdllhles, unless permitter kited to comply with the provision and conditions under a prior permit. Tice surcty company is responsible for any latent defects as provided in California Code of t'Svd Procedures. Section 337.15. Local agency permium shall comply with requirements established as follows: In recognition that prajettflonstruction work bone on State property will not be directly funded and paid by State, for the purpose of protecting stop noticeclaunants and the inmtettts of State ale ve to successful project completion, the local agencyperm,tree agrees to require the constroction contractor furniroth a t and peiforma nce bond is the local agency's acme with book complying with the requirements set font in Section 3-1.02 of StaWs current Standard Specifications before pate miep any PrOint consirocxion wtttlk. The local agency pamittto mall defend, indemnify, and hold harmless the State, its officers and employees franc all proect construction related claims by contractors and all stop notice or mahai dc's lien. claimants The local agency also agrees to remedy, in a timely manner and to State's satisfaction, any latout defects occurring as a restilt of the ptect eonsttuctlon work. 2S. FUTURF MOVMG OFINSTALLATIONS: Permhttee understands and agrees to rearrange a permitted installation upon request by i lde Depatment, fix State construction, reconstruction, or mamtenatsce csuerturee .- . - RM 27 work: on the highway. The petmiuee at his sole expense, nnless under a prior agreement. JUA, or a CCUA, shall comply with said request. ARCiiAFip%flGft�Aiifi€S`YQ>LCAi.: If any archaeological or historical resources are revealed in the wort: vicinity. the permittee shall, iramediatety stop wad; notify theDepartment's representative. retain a qualified archaeologist who AMU evalum the site, and rualw mccamheudatim to the Department representative regarding the continuance of work. P ABLiNG WAC-FS: Work performed by or under a permit Way require penniitee's contractors sad subcontractors to pay apptaprtate pmvailiag wages as set by the Mpartmnent of la4ustriai Relations. Inquiries or mquests for istempretations relative to 32. eafMrenMt of prevailing wade tegoiretttenis are directed to Sulu of California Deparnrient of Industrial Relations, 525 Golden Gate Aveuee San Francisco, California 941f1? 2& FJMVMI1B1LM FOR DAMAGE- The State of California and all Officers and employees thereof, WdWing; but not lirnitod to the Director of Transpoitatiori and the Deputy director. shall not be answerable or accountable in any maimer for injury to or death of nay person, inclaft but not iutrioed to the permittee, persons Moyed by the permittee, persons acting in behalf of the permittee. r damRom to property firm any cease. the permittcc shall be respar:Q=& for any Lability imposed by law and for injuries to or death of any person, ineMog but not Whited to the pert lira persons employed by the peaamittee. persons acting in behalf of the pemtiittee. or for damage to arissittg eat of work. or eater activity pertained mod done perm J%ce under a permit, or arising out of tie failure on the permittee's part 0 perfarm his obligations murder any perm¢ in respect to indu enmmce or any other Obligations. or resulting from defects or obstructionS. or from any can whatsoever during the progress of the work. or other activity or at any mAmctiueat time, wodr or other activity is being performed under rile obligations provided by and egrmiemplated by the permit. The permiaee shahi bmia unify and save harmless the Stage of Califoauia, all officers, employees, and Statue's contractors, tihereaL including but not limited to the Director of Transportation and the Deputy Director , from all claims, sails or actions of every name, kind and deseciption brought for or on account of injuries to or death of any person, including but not limited to fire perenittee, persons employed by die pearmttee, pemsoos acting in bobalf of the p wmium and the public, or damage to property resulting from the performance of work or other axuvily udder the permit, or arising out of the failure on the perro'am's part to perfecto his obligations Larder any permit in respect to maintenanec or any other obligations. or asulting inonm deflects or Obstruarons, or from gny cause whatsoever during the progress of the work;. or other activity er at any subsequent time. work or txher activity is being performed under thheobligadons provided by and contemplated by the permi4 except at odmwi-A provided by statute. The duty of the pecrnim to indemnify and save harmless includes the ditties to defend as set forth in Section 2778 of the Civil Cade. The �etruittee waives any and all rdIits to any type of expressed or iruplhed ir[rtutity against the State, its officers, emplayccs, and S eorhtmadors. It i6 time iawd of the potties that the periultree Will ind mnify and hold harmless the State, 1h officers, employees. and Statue's contractors, from any and all elainis, sub or actions as set forth above regardless of the existence or degree of fault or negligaice, wbetber active or paashve, pdmnary or secondary, on time pant of the State. the permute, parsons employed by the Kneittee, or acting on behalf of the pesmittm ftr the purpose of this section, "States contractors" shall include conuactats and their subcontractors under contract, to the State of California performing work with rho limits of this pernk 29. No PRU=FM ESTABTi.UMM.- This permit is issued with the understanding that it does not establish a pecedenr. 30 M=ML QVIL Rif M EOM FOR PUMC ACCOMMODATION: A. The peanhaee, for himself, his personal represcftmdve, successors in interest, and assigns as pan of the consideration hereof, does bezeby covenant and agree tbw* 1. No person oil the grounds of moe, color, or [rational origin mall be excluded from participation in, be denied the benefits of, or be otbsrwise sgbjectod to discrimination in time use of said facilities. 2. That in connection with the construction of any improvements on said iaeds and the furnishings of services thereon, no discrimination. shall be practiced in the selection and mtteation of first -tier subcontractors in the selection of second -tier subcontractors. 3. That such discrimination shalt not be practiced agadmst the public in their access w w d use of the facilities and services provided for 32, .0 34, 35. public accommodations (such as eating, sleeping, rest, recreation), and operAcion on, over, or under the space of the right of way, 4. 'Chat the perraittee shall use the premises in compliance with all outer requirements imposed purmaiu to Title h5. Code of Federal Regulations, Commerce and Foreign Trade, Subtitle A. Office of the Secretary of Commerce. Part S (15 CF R. Par S) and as said Regulations may be amended. B. That in the event of breach of any of the above nondiscrintinadon covenants, the State shall have die right to terminate the permit and to re-enter and repossess said land and the land and the of at4ties tltmmu, and hold the same as if said permit bad never been anode or issued. MAMTENANCE OF MGHWAYS: The permittee agrees, by acceptance of a permi4 to properly maintain any encroachtttent This assurance mquives the permittu to provide inspection and repair any damage, at perrnittee's expense, to State facilities resulting from the encroachment. SPSLSAL ViRi" . In accordance with subdivision (a) of Sheets and Highways Code. Section 682.5, the Department of Tnesporation shall aot he responsible for the conduct or operation of the perniaed activity, and the applicant agrees to defend, indemnify, and hold ]harmless the State and the city or county against any and all claim arising out of any activity for which the permmit is issued. Pertsrittee understands and agrees that k will comply with the obligations of Titles Hand 111 of the Atnericams with Disabilities Act of 1990 in the conduct of the event. and further agrees to indemnify and save haardess the State of Califomia, all ofiteras and employees thereof, including but not limited to the Distxmor of Transportation, from any claims or liability arising out of or by virtue of said Act PRWATZ USE OF RIGHT OF WAY. Highway right of way shall not be treed for private purposes without conmpeasatioe to the State_ The gi@ing of public property use and therefore ppublic funds is prohibited under the California Constitution, Article ib FMLD WORK REMU ltSEWMM farmittee shall reimburse State for field work performed on permittee's behalf to correct or remedy hazards or dawaged facilitim or clear debris not attended to by the pcm*tee. NoOlMuttion of (Department; and TMQ The permitu:e shall tw ify the Department's representative and the ,rreffic Management Center CIVIC) at feast 7 days before ir+itiating a lane closure or conducting an activity that my cause a traffic impact. A confirmation notification should occur 3 days before closure or other potential traffic impacts. In ema wncy situaftons when the corrective work or the emergency itself may affect traffro. TUC and the Department's mprescmative shalt be momilied as soon as possible. 36. Underground Service Alert (USA) Notificsidott: Any excavation requires compliance with the provisions of Governnwx Cote Section 4216 et. sag., including . but not Bruited to notice to a regional notification center, such as Underground Service Alert (USA). The permittee shall provide notification at least rib hours before peaforniog any excavaion work within the right of way- Affholder, Inc. Trenchless Construction and Rehabilitation 12458 Gladstone Ave., Lake View Terrace, California 91342 P.O. Box 923157 - Sylmar California 91392 Phone (818)898-1007 - Fax (818)898-1419 MICROTUNNELING QUALIFICATIONS PROJECT SUPERINTENDENT PROJECT MICROTUNNEL OPERATOR MIKE ABBOTT - EPJ Work History Resume 1989 - Present — Superintendent - Operator - Elmore Pipe Jacking Division of Affholder & Aflholder, Inc. Microtunnel System Hard Rock & Soft Ground TBM Conventional & Hydraulic Crane North WWI Replacement Sewer - 5,300 LF 11.5' Diameter Tunnel (Crane/Train Operator) Ballona Creek Force Main & Gravity Sewer - 4,800 LF 48" & 84" Liner Plate Tunnel (TBM Operator) Vincent Street Storm Drain - 1,565 LF 9' Diameter Tunnel (Crane & Tunnel Loader Operator) Satz Diego Pipeline Extension # 423 - 4,880 LF 10.5' Diameter Tunnel (TBM Operator) Rix/Sari Conveyance Pipeline - 3,636 LF 72" & 54" Steel Casing MICROTUNNEL 850 LF 72" & 54" (MT & TBM Operator) Monte Christ/Cheyenne Interceptor Sewer - 5,810 LF MICROTUNNEL 42" Hobas - 510 LF 48" Casing (MT operator) Crosstown interceptor Sewer - Segment 11 - 1,164 LF MICROTUNNEL 42" Hobas Pipe (Microtunnel Operator) Las Vegas Pipeline Zone 2745 Pipeline - 365 LF 60" Jacked Steel Casing (TBM Operator) Albuquerque 48" Sewer Crossing - 500 LF MICROTUNNEL 48" Hobas Pipe (Microtunnel Operator) Folsom East Interceptor Section 2 - 69" MICROTUNNEL Hobas Pipe (Microtunnel Operator) San Francisco Zoo Infrastructure Replacement — 2,800 LF MICROTUNNEL 36" RCP ( Microtunnel Operator) West Russell Rd. Interceptor Phase l & 2 - 1,740 LF MICROTUNNEL 42" Hobas - 1,100 LF 54" Casing (MT Operator) Crosstown Interceptor Sewer - Segment I - 3,205 LF 42" Hobas - 545 LF 54" Casing (MT Operator) Monterey- Riverside Sanitary Sewer — City of San Jose -- 2,000 LF 42" Hobas Microtunnel (MT Operator) City of Carlsbad — Vista/Carlsbad Interceptor Sewer — 5,100 LF 42" Hobas Microtunnel (Superintendent & # 2 Operator) City of Las Vegas — US 95/Rancho Interceptor Sewer Ph I - 6,290 LF 42" & 4,590 LF 60" Hobas (Superintendent & MT Operator) Irvine — Armstrong, Mcgaw Relief Sewer — 5,400 LF 28" & 4,300 LF 42" Hobas Microtunnel (Superintendent & MT Operator) ALL MICROTUNNEL EXPERIENCE ON ELMORE/AFFHOLDER PROJECTS. See Company Experience for contact names & phone numbers. AFFHOLDER , INCORPORATED Tunnel Contractor Michael Smigliani MTBM Technician/Foreman EXPERIENCE May 2004 to Present 2000 to 2004 Feb '04 to April '04 Sept '03 to Jan '04 Feb '03 to Sept '03 Dec '02 to.Feb '03 Oct '02 to Dec '02 AFFHOLDER INCORPORATED Irvine Ranch, California • Operator/foreman of the Ackerman SL 30 Crew • Project includes 9 Drives ranging between 330 ft — 620 ft • Ground Conditions is mostly clay, some sandy clay MODERN CONTINENTAL Chula Vista, CA • Operated Herrenknecht AVN 2000 • 1 drive, 840ft long • large cobbles, gravel and clay Cincinnati, OH • Herrenknecht AVN 700 • 6 Drives ranging between 100 and 600ft long • Rock Chula Vista, CA • Herrenknecht AVN 1500 • 1 drive, 160ft long • large cobles Atlanta, GA • Herrenknecht AVN 700 • 7 Drives, 150 ft to 400 ft long • Gravel clay • Soltau RVS 600 • 2 Drives 450ft long • Gravel Clay Alexandria, VA • Herrenknecht AVN 700 • 2 drives 500 ft long • Tunneling through gravel Dec '00 to May '02 Oct'00 to April '00 Santa Monica, CA * Herrenlmecht AVN 1500 • 4 drivers ranging between 900ft to 1300ft * Soltau RVS 800 * 2 Drives ranging between 500ft to 900ft * Ground Conditions Sand and Clay Honolulu, HA * 42' Soltau * 2 Drives at 900 ft 2000 Jan - Oct E.L YEAGER CO. 56 Freeway Project — Grade Checker 1999 MODERN CONTINENTAL San Pedro, CA — Yang Ming Rail Terminal 1996 to 1998 BEST BEVERAGE CATERING Event Manager & Purchasing Manager 1986 to 1995 MODERN CONTINENTAL Heavy Civil works projects including roads, bridge building, and railroads. Also construction of sewer, water and drain pipe lines. EDUCATION Xaverian Brothers High School, Westwood, MA 1985 High School Diploma Ithaca College, Ithaca, NY 1986 - 1989 Bachelor of Arts 2 _' RESUME NAME: TRAVIS WOOTEN 8121 Broadway Houston, Texas 77061 713-641-5111 CURRENT: Affholder, Inc. Microtunnel Operator EXPERIENCE: 7 Years Equipment Operator MICROTUNNELING Extensive training of Microtunneling equipment from Soltau Engineers and Technicians. Received certified training from Soltau's engineer's from Germany regarding maintenance, operations, and preventative maintenance applicable to the operation of various types and sizes of Soltau Microtunneling equipment. Training includes both hydraulic and electrical applications of the Microtunneling equipment. Successfully completed the installation of more than 9,500 linear feet of 48" through 24" pipe by Microtunneling method. Experience in maintaining line and grade in Microtunmeling through various types of soil conditions and depths, including but not limited to silty sands, fatty clays, mixed faces of sand and limestone, cementatious sands and wet unstable soil conditions. Monitors and updates maintenance logs and preventative maintenance schedules for Microtunneling equipment. Currently Operator for Microtunneling Crew. Supervises activities of the Microtunneling crew in addition to responsibilities as operator of the Microtunneling equipment. Maintains current certification in various disciplines, (i.e. Confined Space Entry, CPR Certification, Trench Safety Systems, Hazardous Communication, OSHA Rules and Regulations, Respirator Fit Tested and Certified Welder). AFFHOLDER INCORPORATED Tunnel Contractor PROJECT US 95 / Rancho Sewer Line Phase 1B INSIDE DIAMETER OF PIPE 60" Hobas Jacking Pipe LENGTH OF INSTALLED PIPE AND PIPE MATERIALS 4,5801f of 60" Hobas Jacking Pipe 20' Joints of Pipe SOIL CONDITIONS Caliche, PSI ranging from 2,700-18,000 PROJECT LOCATION Las Vegas, NV DATE OF PROJECT Contract Start — 2001 OWNER City of Las Vegas, NV CONTRACT/CONTACT Las Vegas Paving Corporation 4420 S. Decatur Blvd. Las Vegas, NV 89103 Ph. (702) 251-5800 Contract Finish — 2002 EQUIPMENT Akkermann Microtunneling Machine, 60" DOLLAR AMOUNT OF MICRO TUNNELING $ 3,757,476.00 LITIGA TIONIUNRESOL VED CLAIMS None PROJECT DESCRIPTION Completed Microtunneling Projects CC11i AFFHQLDER INCORPORATED Tunnel Contractor PROJECT DESCRIPTION PROJECT Broadway Trunk Sewer Replacement, Phase 1 INSIDE DIAMETER OF PIPE 36" VCP LENGTH OF INSTALLED PIPE AND PIPE MATERIALS 6,275 LF INDIVIDUAL LENGTHS OF PUSHESAND SHAFT DEPTHS Length of Pushes 915 LF to 357 LF Ten lengths SOIL CONDITIONS Clayey Sand PROJECT LOCATION Long Beach, CA DATE OF PROJECT Contract Start — 2/25/02 Shaft Depths 15VFto30VF Contract Finish — 7/17/03 OWNER City of Long Beach Water Department 1800 East Wardlow Road Long Beach, CA 90807 Attn: Isaac Pai —Ph. (562)570-2336 EQUIPMENT 44" Soltau Microtunneling Machine - RVS 350AS Cutter Configuration: Soft ground Slurry Separation System: Schauenburg w/stand alone centrifuge. MAXIMUM LINE AND GRADE DEVIATIONS Horizontal — 1 inch Vertical — 1 inch DOLLAR AMOUNT OF MICROTUNNELING $3,327,000 TOTAL CONTRACTAMOUNT $7,000,000 LITIGA TIONIUNRESOL VED CLAIMS None PROJECT DESCRIPTION Completed Microtunneling Projects AFFHDLDER INCORPORATED Tunnel Contractor PROJECT DESCRIPTION PROJECT North Rancho Road INSIDE DIAMETER OF PIPE 42" Hobas LENGTH OF INSTALLED PIPE AND PIPE MATERL4LS 6,000 LF INDIVIDUAL LENGTHS OF PUSHES AND SHAFTDEPTHS 42" Pipe Length of Pushes 650 LF to 1,000 LF SOIL CONDITIONS Caliche (4,000 to 12,000 psi) PROJECT LOCATION Las Vegas, NV DATE OF PROJECT Contract Start —1/1/02 Shaft Dew 25 VF to 30 VF Contract Finish — November 2002. OWNER City of Las Vegas 400 Stewart Ave. Las Vegas, NV 89101 Attn: John O'Connell — Ph. (702) 229-6735 EQUIPMENT 46" Soltau Microtunneling Machine - RVS 350AS Cutter Configuration: Rock cutting disc w/conical rollers for over cut. Triple parallel disc for face cut. Tri-Flo - Slurry Separation System 46" Akkerman Microtunneling Machine w/Derrick separation System: Rock cutting disc w/conical rollers for over cut. Triple parallel disc for face cut. MAXIMUM LINE AND GRADE DE VIATIONS Horizontal — 1 inch Vertical — 1 inch DOLLAR AMOUNT OFMICROTUNNELING $1,800,000.00 LITIGA TIONIUNRESOL VED CLAIMS None Completed Microtunneling Projects CCLUJ AFFHOLDER INCORPORATED Tunnel Contractor Will Clayton Parkway Wright Road Relief Facilities Project Number. R 1217-02-3 File Number: 4621-01 INSIDE DIAMETER OF PIPE 24" No -Dig Clay Pipe - 24.5" I.D. 30" No -Dig Clay Pipe - 29.0" I.D. LENGTH OF INSTALLED PIPE AND PIPE MATERIALS 24" - 3,987 Ft. 30" - 3,295 Ft. 2 Meter "No -Dig" Clay Pipe INDIVIDUAL LENGTHS OF PUSHES AND SHAFT DEPTHS 24" Pipe 30" Pipe Length of Pushes Shaft Depths Length of Pushes 283 — 425 Ft. 25 - 33 Ft. 361 - 606 Ft. SOIL CONDITIONS Red Clay PROJECT LOCATION Will Clayton Parkway/Wright Road DATE OF PROTECT Contract Start - 12/4/95 Contract Finish - 12/5/96 Actual Start - 12/15/95 Actual Finish - 9/6/96 - Microtunneling Portion OWNER City of Houston, Department of Public Works and Engineering c/o Greater Houston Wastewater Program 1100 Louisiana Street, Suite 1400 Houston, Texas 77002 Attn.: Tony Crisci - Ph. (713) 837-7356 EQUIPMENT ' Soltau Microtunneling Machine - RVS 350AS Tri-Flo - Slurry Separation System MAXIMUM LINE AND GRADE DEVIATIONS Horizontal - 3 inches Vertical - 1-1/2 inches DOLLAR AMOUNT OF MICROTUNNELING 24" - $897,075.00 30" - $856,700.00 LITIGA TIONIUNRESOL VED CLAIMS None Shaft Depths 30-37Ft. Completed Microtunneling Projects AFFHQLDER INCORPORATED Tunnel Contractor PROJECT Sanitary Sewer Improvements - 1999 Project Number: 2447.034-040-0213 INSIDE DL9METER OF PIPE 35" Perm -A -Lack Steel Pipe — 33.5" I.D. LENGTH OF INSTALLED PIPE AND PIPE MATERIALS 35" Perm -A -Lock Steel Pipe - 1610 Ft. 20' Joints of Pipe INDIVIDUAL LENGTHS OF PUSHES AND SHAFT DEPTHS 35" Pipe Length of Pushes Shaft Depths 2 x Parallel 805 Ft Drives. 20 Ft. SOIL CONDITIONS Course and fine grained sandstone, PSI ranging from 2500-10,000 PROJECT LOCATION Billings Logan International Airport Billings, Montana DATE OF PROJECT Contract Start — 6/28/99 Contract Finish 10/16/99 Actual Start — 6/28/99 Actual Finish — 9/24/99 OWNER City of Billings, Montana C/o Aviation and Transit Department Billings Logan International Airport Billings, Montana 59105 Attn: Mark Gabel — Ph. (406) 657-8483 EQUIPMENT Soltau Microtunneling Machine - RVS 350AS. Tri-Flo - Slurry Separation System Cutter Configuration: Rock cutting disc w/conical rollers for overcut. Triple parallel disc for face cut. MAXIMUM LINE AND GRADE DEVL4TIONS Horizontal — 1.5 inches Vertical —1.5 inches DOLLAR AMOUNT OF MICR0TUNNELING $1,086,750.00 LITIGA TIONIUNRESOL VED CLAIMS None PROJECT DESCRIPTION PROJECT Completed Microtunneling Projects AFFHDL.DER INCORPORATED Tunnel Contactor PROJECT DESCRIPTION PROJECT Clinton Park WWTP & Influent Sewers Project Number: R-1203-04-3 File Number: 4626-02 INSIDE DL4METER OF PIPE 36" Hobas Pipe - 34.8" I.D. 48" Permalok Steel Casing - 46.50" I.D. LENGTH OF INSTALLED PIPE AND PIPE MATERL4LS 36" Hobas Pipe - 2,097 Ft. - 10' Joints of Pipe 48" Permalok Steel Casing - 358 Ft. - 10' Joints of Pipe INDIVIDUAL LENGTHS OFPUSHESAND SHAFT DEPTHS 36" Pipe 48" Steel Casing Length of Drives Shaft Depths Len h of Drives_ 181 - 752 Ft. 23 - 35 Ft. 358 Ft. SOIL CONDITIONS Sandy Clay, Clay PROJECT LOCATION Clinton Park Service Area, Key Map No. 495U,Y DATE OF PROJECT Contract Start - 12/26/97 Contract Finish - 10/18/97 Actual Start - 6/1/97 Actual Finish - 10/18/97 OWNER City of Houston, Department of Public Works and Engineering c/o Greater Houston Wastewater Program 1100 Louisiana Street, Suite 1400 Houston, Texas 77002 Attn: Tony Crisci - Ph. (713) 837-7356 EO UIPMENT SoltauMicrotunneling Machine - RVS 350AS MAXIMUMLINEAND GRADE DEV14 DONS Horizontal - 3 inches Vertical - 1-1/2 inches DOLLAR AMOUNT OF MICRO TUNNELING 36" - $1,728,592.64 48" - $ 423,335.00 LITIGA TIONIUNRESOL VED CLAIMS None PROJECT DESCRIPTION Shaft Depth 32.00 Ft. Completed Microtunneling Projects AFFNDLDER INCORPORATED Tunnel Contractor PROJECT DESCRIPTION PROJECT Plymouth Relief Sewer Project Number: R-1225-36-3 File Number: 4457NS2-7 INSIDE DIAMETER OF PIPE 30" No -Dig (Mission) Clay Pipe - 29.0" I.D. 32" Can Clay Pipe - 31.10" I.D. LENGTH OF INSTALLED PIPE AND PIPE MATERL4LS 30" No -Dig - 2,625 Ft. 32" Can Clay - 883 Ft. 2 Meter "No -Dig" Clay Pipe & 2 Meter Can Clay Pipe INDIVIDUAL LENGTHS OF PUSHES AND SHAFT DEPTHS 30" No -Dig Pipe 32" Can Clay Pipe Length of Pushes Shaft Depths Length of Pushes Shaft Depths 145 — 577 Ft. 28 - 33 Ft. 233 — 600 Ft. 28 — 31 Ft. SOIL CONDITIONS Red Clay. Sandy Clay PROJECT LOCATION Northside Service Area DATE OF PROJECT Contract Start - 6/16/97 Contract Finish - 7/1/98 Actual Start - 9/16/97 Actual Finish - 7/1/98 OWNER City of Houston, Department of Public Works and Engineering c/o Greater Houston Wastewater Program 1100 Louisiana Street, Suite 2400 Houston, Texas 77002 Attn.: Tony Crisci - Ph. (713) 837-7356 EQUIPMENT Soltau Microtunneling Machine - RVS 350AS Tri-Flo - Slurry Separation System MAXIMUM LINE AND GRADE DEVIATIONS Horizontal - 3 inches Vertical - 1-1/2 inches DOLLAR AMOUNT OF MICROTUNNELING 30"& 32" - $1,249,664.00 LITIGATIONIUNRESOLVED CLAIMS None Completed Microtunneling Projects CCLUJ AFFHOI.DER INCORPORATED Tunnel Contractor PROJECT DESCRIPTION PROJECT Camp Logan Relief Sewer Project Number: R-1222-10-3 File Number: 4469AS-1 INSIDE DL4METER OF PIPE 36" Hobas Pipe - 34.8" I.D., 42" Hobas Pipe - 40.8" I.D., 48" Permalok Steel Casing - 47.25" I.D. LENGTH OF INSTALLED PIPE AND PIPE MATERIALS 36" Hobas Pipe - 3453 Ft. - 10' Joints of Pipe; 42" Hobas Pipe - 2350 Ft. - 10' Joints of Pipe 48" Permalok Steel Casing - 510 Ft. - 10' Joints of Pipe INDIVIDUAL LENGTHS OF PUSHES AND SHAFT DEPTHS 36" Pipe 42" Pipe Length of Drives Shaft Depths Length of Drives Shaft Depths 258 — 572 Ft. 29 — 37 Ft. 214 — 557 Ft. 39 48 Ft. 48" Steel Casing Length of Pushes Shaft Depth 510 Ft. 44.12 Ft. SOIL CONDITIONS Sand, Sandy Clay, Clay PROJECT LOCATION Almeda Sims Service Area. DATE OF PROJECT Contract Start - 8/26/96 Actual Start - 12/10/96 Contract Finish - 10/30/97 Actual Finish - 10/30/97 OWNER City of Houston, Department of Public Works and Engineering c/o Greater Houston Wastewater Program 1100 Louisiana Street, Suite 2400 Houston, Texas 77002 Attn: Tony Crisci - Pb. (713) 837-7356 EQUIPMENT Soltau Microtunneling Machine - RVS 350AS; Soltau Microtunneling Machine - RVS 350AS MAXIMUM LINE AND GRADE DEVIATIONS Horizontal - 3 inches Vertical - 1-1/2 inches DOLLAR AMOUNT OF MICROTUNNELING 36" - $1,581,750.00; 42" - $1,221,480.00; 48" - $145,000.00 LITIGA TIONIUNRESOL VED CLAIMS None Completed Microtunneling Projects 0CLi AFFHOLDER INCORPORATED Tunnel Contractor PROJECT DESCRIPTION PROJECT Long Point Relief(36-Inch), Reach 4 Project Number: R 1220-05-3 File Number: 4450-3 INSIDE DL4METER OF PIPE 36" Hobas Pipe - 34.8" I.D. LENGTH OF INSTALLED PIPE AND PIPE M4TERL4LS 36" Hobas Pipe - 4596 Ft. 10' Joints of Pipe INDIVIDUAL LENGTHS OF PUSHES AND SHAFT DEPTHS 36" Pipe Lenp-th of Pushes Shaft Dew 334 Ft. - 504 Ft. 28 Ft. - 36 Ft. SOIL CONDITIONS Sand, Sandy Clay, Clay, Sand Stone, and Rock Stone PROJECT LOCATION Northside IA Service Area DATE OFPROJECT Contract Start - 6/24/96 Contract Finish - 6/19/97 Actual Start - 8/13/96 Actual Finish - 12/31/96 OWNER City of Houston, Department of Public Works and Engineering c/o Greater Houston Wastewater Program 1100 Louisiana Street, Suite 1400 Houston, Texas 77002 Attn.: Doug Robertson - Ph. (713) 646-5614 EQUIPMENT Soltau Microtunneling Machine - RVS 350AS Soltau Microtunneling Machine - RVS 350AS Tri-Flo - Slurry Separation System MAXIMUM LINE AND GRADE DEVL4TIONS Horizontal - 3 inches Vertical - 1-1/2 inches DOLLAR AMOUNT OF MICRO TUNNELING 36" - $1,783,248.00 LITIGATION/UNRESOL VED CLAIMS None Completed Microtunneling Projects AFFHDLDER INCORPORATED Tunnel Contractor PROJECT DESCRIPTION PROJECT Wayne Relief (North) Project Number: R-1217-02-3 File Number: 4621-01 (4483-1) INSIDE DIAMETER OF PIPE 42" Hobas Pipe - 40.8" I.D. LENGTH OF INSTALLED PIPE AND PIPE MATERIALS 42" Hobas Pipe - 1,240 Ft. 10' Joints of Pipe INDIVIDUAL LENGTHS OF PUSHES AND SHAFT DEPTHS 42" Pipe Length of Drives Shaft Depths 367 — 411 Ft. 31 - 34 Ft. SOIL CONDITIONS Sandy Clay, Clay PROJECT LOCATION Wayne St., Key Map No. 454T DATE OF PROJECT Contract Start - 10/l/97 Contract Finish - 12/31/97 Actual Start - 10/21/97 Actual Finish - 12/30/97 OWNER City of Houston, Department of Public Works and Engineering c/o Greater Houston Wastewater Program 1100 Louisiana Street, Suite 2400 Houston, Texas 77002 Attn: Raj. Tanwani - Ph. (713) 652-6883 EQUIPMENT Soltau Microtunneling Machine - RVS 350AS MAXIMUM LINE AND GRADE DEVIATIONS Horizontal - 3 inches Vertical - 1-1/2 inches DOLLAR AMOUNT OFMICROTUNNELING 42" - $822,192.00 LITIGA TIONIUNRESOL VED CLAIMS None Completed Microtunneling Projects AFFHOLDER INCORPORATED Tunnel Contractor PROJECT DESCRIPTION PROJECT River Pump Station, Contract 2 — OPEN WATER RECOVERY INSIDE DIAMETER OF PIPE 42" Perm -A -Lock Steel Pipe — 4 1 " I.D. LENGTH OF INSTALLED PIPE AND PIPE MATERIALS 42" Perm -A -Lock Steel Pipe - 200 Ft. INDIVIDUAL LENGTHS OF PUSHES AND SHAFT DEPTHS 42" Pipe Length of Pushes Shaft Depths 200 Ft. 46.5 Ft. SOIL CONDITIONS Gravel and silt, very wet, open water recovery PROJECT LOCATION Victoria, Texas DATE OF PROJECT Contract Start 8/1/00 Contract Finish — 9/1/00 OWNER Collector Wells International, Inc. 6360 Huntley Road Columbus, OH 43229 Attu; Andrew Smith -- Ph. (614) 888-6263 EQUIPMENT Soltau Microtunneiing Machine - RVS 350AS Tri-Flo - Slurry Separation System MAXIMUM LINE AND GRADE DEVIATIONS Horizontal — 1 inch Vertical — I inch DOLLAR AMOUNT OFMICROTUNNELING $ 167,484.00 LITIGATIONIUNRESOLVED CLAIMS None Completed Microtunneling Projects AFFHOLDER INCORPORATED Tunnel Contractor PROJECT DESCRIPTION PROJECT Las Vegas Interceptor Sewer INSIDE DL4METER OF PIPE 42" ID Hobas LENGTH OF INSTALLED PIPE AND PIPE MATERIALS 7,300 LF INDIVIDUAL LENGTHS OF PUSHES AND SHAFT DEPTHS 42" Pipe Length of Pushes 850 LF to 400 LF SOIL CONDITIONS Silts and Sands, Caliches PROJECT LOCATION Las Vegas, NV DATE OF PROJECT Contract Start — 7/90 OWNER City of Las Vegas 1819 Western Avenue Las Vegas, NV 89102 Shaft Depths 40 VF Contract Finish — 6/01 EQUIPMENT 46" Akkerman Microtunneling Machine w/Derrick separation System Cutter Configuration: Rock cutting disc wlconical rollers for over cut. Triple parallel disc for face cut. MAXIMUM LINE AND GRADE DEVL4TIONS Horizontal — 1 inch Vertical — 1 inch DOLLAR AMOUNT OFMICROTUNNELING $2,850,000.00 LITIGA TIONIUNRESOL VED CLAIMS None Completed Microtunneling Projects AFFHOLDER INCORPORATED Tunnel Contractor PROJECT DESCRIPTION PROJECT Vista Carlsbad Interceptor Sewer INSIDE DIAMETER OF PIPE 42" ID Hobas LENGTH OF INSTALLED PIPE AND PIPE MATERIALS 5,100 LF INDIVID UAL LENGTHS OF PUSHES AND SHAFT DEPTHS 42" Pipe Length of Pushes 970 LF to 430 LF SOIL CONDITIONS Claystone, Silts and Sands PROJECT LOCATION Carlsbad, CA DATE OF PROJECT Contract Start 9/01 Shaft Depths 35 VF Contract Finish — 5/02 OWNER City of Carlsbad 1635 Faraday Avenue Carlsbad, CA 92008 Attn: Gary Goodman Ph. (760) 602-2720 EQUIPMENT 46" Akkerman Microtunneling Machine w/Derrick separation System Cutter Configuration: Rock cutting disc w/conical rollers for over cut. Triple parallel disc for face cut. M4XIMUMLINEAND GRADEDEVL4TIONS Horizontal —1 inch Vertical — 1 inch DOLLAR AMOUNT OF MICRO TUNNELING $1,750,000.00 LITIGATIONIUNRESOL VED CLAIMS None Completed Microtunneling Projects