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SANCON TECHNOLOGIES - 2004-04-19
+�• •---• T�"` :.}"�,+% �.;c4y,Z`K.a=�„--...,r: _ _ .�' .fit,--.�'es Yia-r. ...;x�e.:..r::�:r�'�,��.s"i:.i�'l:d��.. `'<°i-^ ' .`�.'-$:}�'e� .�;'.' - � - `` �. +«:x: ``-,��.zr�} _ _+4:,.• �''�"S_ _ "�,w� e' '.:. .r`t`.' - ? � ' 'gi•T _ .--sA a- f5 yI-,}•Y�,.;-k�..y;` u'�`�` "�.4'�s=�::''7:: .:- _ra ,.•-sw�. 11wtufarme 1,�. �:; Technologies, Inc. BID FOR: CITY OF HUNTINGTON BEACH-03-04 SEWER REHABILITATION PROJECT CASH '>s CONTRACT 1231 Bidder: INSITUFORM TECHNOLOGIES, INC. ' - 702 SPIRIT 40 PARK DRIVE _ CHESTERFIELD, MO 63005 California Contractor's License No.: 758411 Class A-ex ires 1131105 Deliver Bid To: CITY OF HUNTINGTON BEACH ,r OFFICE OF THE CITY CLERK,SECOND FLOOR 2000 MAIN STREET { J. HUNTINGTON BEACH,CA 92648 4 Y {{a_ i= N glDs DUE j Date: 3/30/2004 -� Time: 2:00 PM SECTION C PROPOSAL for the r 03-04 SEWER REHABILITATION PROJECT CASH CONTRACT No. 1231 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 110 working days, including material delivery, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. - C-1 _ ;u, PROJECT BID SCHEDULE Item Estimated.. Item.w.ithanit price i Extended N`o. Quantity written in words:- Unit Price Amount 1 1 Mobilization of equipment&materials. lump sum C FOLB THOUSAND FIVE HUNDRED—Dollars S4.500.00 S4.500.00 Vo Cents Per lump slim 2 1 Traffic Control per Specs. lamp sum FIVE THOUSAND FIVE HUNDRED Dollars S5.500.00 SS 500.00 NO Cents Per lump sum 3 1 Demobilization of equipment&materials. lump sum FOUR THOUSAND FIVE HUNDRED—Dollars S4,500.00 $4.500.00 :VO Cents Per lump sum 4 30763 Clean and inspect 8" pipe per Specs. 1. Dollars S 5 orly�,f Cents Per Lf. 5 180 Clean and inspect 10"pipe(siphon)per Specs. � 11 C Dollars l Cents Per LE 6 31 Clean and inspect 12"pipe per Specs. 6-47 I.f. Dollars S s S Cents Per 11 7 30763 Line and inspect 8"pipe per Specs. l.f. C /�(/C"/V _ Dollars S Z 2� di ff Cents Per l.f. 8 180 Line and inspect 10"pipe(siphon)per Specs. 2.f, Dollars S 7� - Sf Cents Per 11 9 31 Line and inspect 12"pipe per Specs. 11 C !� lfrif — Dollars S Cents Per 11 10 817 Re-open service lateral per Specs. 4✓�) �Y each Dollars S �a - S�G /�✓� Cents Per each lnsitu`c�m TecLn�,ri�s. i �c. NO 63;_44 C-]s PROJECT BID SCHEDULE tem Estimated Item.with unit price. , :: Extended No. - Quantit written in Words Unit Price :Amount: 11 40 Grind protruding lateral per Specs. each 0;/-�y Dollars S2_50! S xl"� Cents Per each 12 1320 Rehabilitation of sewer manhole per Specs. v.f. `c(�- 4/i aN e_ it/Tl% Dollars / CJ! sO22 Cents Per V.f. 13 500 APC placement as required per Specs. ,+7� / sq.Ya• �.r2.GGr1� Dollars 5.S Aw Cents Per s .vd. 14 10 Remove ea�and replace frame and cox er per Specs. each a.Chive' �/ /lBif9f/1J Dollars S (L7D S/p1:V0^ 0 Cents Per each TM 15 NOT USED Dollars S S Cents Per Total Amount Bid in Figures: S� Total Amount Bid in Words: �,E ���.UE�7`1��A z �,tJ ............�. . .:...............................................................f ........................................... (U2 S7ii rti 'c€r. �. C-2s If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY's notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY's option, be considered null and void. bond amount of bid Accompanying this proposal of bid, find bidders in the amount of$Ten( 10% ) which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Scaled Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check", or "Bidder's Band", as the case may be). Bidder shall signify receipt of all Addenda here, if any: Addenda No. hate Received Bidder's Si nature finis};'1fjr`i 11312 i .r C-2 cap LIST OF SUBCONTRACTORS In accordance with Government Code Section 4144, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid and the portion of the work to be done by such subcontractor. Portion Name and Address of Subcontractor State License Class of Work Number /k` B y/cam , �1s / ,®'7i r�.d ,�,✓ S+a� 73/7/ 7 11Geci,vri �,✓ ' ><,t",�.r7,s/ 'fyT/Y¢/�SY -,reFESS/i �B C 3 ,ors �tir� W7 F By submission of this proposal, the Bidder certifies: L That they are able to and will perform the balance of all work, which is not covered in the above subcontractors listing. 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. C-3 N Old COLLUSIOI\ AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID Missouri State of cCxkfoxr)dK Ss. County of(RMU St . Louis Thomas A. A. Cook , bgingefy&ji §worn, deposes and says tjiat he or she is Vice President , General Counselof ^insituform Technologies ,the party making the foregoing bid that the bid is not made in the interest of, or on the behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. 7nsituform Technologies , Inc. Name of Bidder Signature'-of Bidder Thomas A. A. Cook, Vice President , Gene 15p¢rite140 ParkeDrive Chesterfield , Mo 63005 Address of Bidder Subscribed and sworn to before me this 30 day ofMarrh , 200 4 _ a C s. NOTARY PUBLIC _ enise Carroll p1tY5 �? _ti�S,l+�:f0�i71 r2Ch"•�i;�'ES, i'1G. !,,.P�, .....• '\ ��� _. C4 Iu2 roF ir-t `0' 2r K , r. �''' r i�ti���►``��� Chesie�fiei;.�. i..G UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HtiNTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the 03-04 SEVER REHABILITATION PROJECT; CC-1231, (I)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows: "Qualified Person: A person who, by reason of experience or instruction, is familiar with the operation to be performed and the hazards involved." The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California CAUOSHA 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. Insituform Technologies , Inc . Contractor By Thoko A. A. Coo vice President , General Counsel & Secretary Title Date: March 30 , 2004 :, i DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? Cl Yes U No If the answer is yes, explain the circumstances in the space provided. N/A Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. Ci:C�L�if4lii +. M lu C ��� 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. Insituform Technologies , Inc . Contractor C=4-2.- By Thomas A. A. Cook Vice President , General Counsel & Secretary Title Date: March 30 , 2004 C-7 UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-422-4133 a minimum of two working days before scheduled excavation. Dig Alert Identification Num ber: Contractor By Title Date; Note: This form is required for every Dig Alert Identification Number issued by U.S.A. during the course of the Work. Additional forms may be obtained from the AGENCY upon request. BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Insituform Technologies , Inc . Bidder Name 702 Spirit 40 Park Drive Business Address Chesterfield, Missouri 63005 City, State Zip ( 636 530-8000 Telephone Number 758411 Class A State Contractor's License No. and Class 1/26/99 Original Date Issued 1/31/05 Expiration Date The work site was inspected by of our office on/fie// 2-57�200, . The following are persons, firms, and corporations having a principal interest in this proposal: Insituform Technologies, Inc. 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. Insituform Technologies, Inc. Company Name Signatu 'o Bidder Thomas A . A . Cook, Vice President , General Counsel & Secretary Printed or Typed Signature Subscribed and sworn to before me this 30 day of March , 2004 `SE L-C,4, �•v��,+��15S1p NOTARY PUBLIC enise Carroll ASEAN Listed below are the names, address and telephone numbers for three public agerri; Or;th`ich the bidder has performed similar work within the past"vo years: 1 City of Upland , 1370 N. Benson Ave, Upland, CA 91785 Name and Address of Public Agency Name and Telephone No. of Project Manager: Steve Gapuzan 909-931-4270 449 998QP Contract Amount Type of Work Date Completed 2 City of Huntington Beach 2000 Main St , Huntington Beach , CA 92648 Name and Address of Public Agency Name and Telephone No. of Project Managepave Verone 714--375-8471 1 , 573 821 CTPP TnstajlAtijon March 2003 Contract Amount Type of Work Date Completed 3. City of Big Bear Lake 42040 Gar-stin nr Rio Rear_l rake CA 92315 Name and Address of Public Agency Name and Telephone No. of Project Manager: Jerry Vartine 909-866-7521 $379 , 882 CIPP Installation Oc Contract Amount Type of Work Date Completed PLEASE SEE ATTACHED LIST FOR ADDITIONAL REFERENCES The following information must be returned with the bid Bidder's name: Insituform Technologies , Inc . Bidder's address: 702 Spirit 40 Park Drive, Chesterfield, MO 63005 Phone number: ( 6A 530-8000 Fax number: ( 6A-519-8010 Pipeline rehabilitation process (trade name) bid: Insituform (Choose only one per Section B- "Instructions to Bidders" #12) Manhole rehabilitation process (trade name) bid: ��'✓ 16V Attach a letter to this sheet from the manufacturer stating that: 1. The installer (bidder) listed above is factory licensed and trained. see Attached Letter 2. SDR thickness supplied (minimum thickness SDR 356e Attached Letter 3. Have the ability and will supply the necessary amount of material within the construction time frame. See Attached Letter List of three certified laboratories that can perform the required ASTM testing. Laboratory number 1: Name: Ramtech Laboratories Address: 14104 Orange Ave, Paramount , CA 90723 Telephone number: ( 56)2 633-4824 Contact person Ron Macey, Dave Macey Laboratory number 2: Name: Radco Labs Address: 3220 E. 59th St. , Long Beach , CA 90805 Telephone number: (562) 272-7231 Contact person: Jay Mishra Laboratory number 3: Name: SGs U.S. Testing Lab Address: 5555 Telegraph Road Los Telephone number: L(os Xngels Ca 90040 Contact person: Jay Gorhale Insituform Technologies, Inc. LEGAL NAME OF CORPORATION: Insituform Technologies, Inc. 702 Spirit 40 Park Drive Chesterfield, MO 63005 INCORPORATED UNDER THE LAWS OF: State of Delaware FEDERAL ID- 13-3032158 PRESIDENT & CEO Thomas S. Rooney, Jr. 702 Spirit 40 Park Drive Chesterfield, MO 63005 (636) 530-8000 phone_ (636) 519-8010 fax VICE PRESIDENT & CFO (NO TREASURER): Christian G. Farman 702 Spirit 40 Park Drive Chesterfield, MO 63005 (636) 530-8000 phone (636) 519-8010 fax VICE PRESIDENT, GENERAL COUNSEL, & SECRETARY: Thomas A.A. Cook 702 Spirit 40 Park Drive Chesterfield, MO 63005 (636) 530-8000 phone (636) 519-8010 fax CITY OF HUNTINGTON BEACH 03-04 Sewer Rehabilitation Project Cash Contract No. 1231 To Whom It May Concern: Insituform Technologies, Inc. will supply pipe thickness based on Design Specification and ASTM- F1216, taking into consideration the actual physical site conditions and the physical properties of the proposed lining system, and will supply the necessary amount of material within the construction time frame. Signature Thomas A. A. Cook Vice President,General Counsel and Secretary Title March 30,2004 Date 03.29/04 MON 06:05 FAX 6365308744 INSITUFORM TECOOIACIES 2.002 U3%YB/2pp4 13:02 FAX 314 392 0061 5HAtiNON x "ILbuN 111 S -MNNON &WlLSONg INC ' o ULTANTS `�w 11AY. March 25, 2004 AIr, F,ugene Zaltsman Insituform Technologies, Inc. 702 Spirit 40 l;ark Drive Chesterfield,Missouri 63005 IN5ITUFORM CIPP DESIGN HUNTINGTON BEACH GRAVITY SEWER REHABILITATION HUNTINGTON BEACH,CALIFORNIA Dear Mr. Zaltsman; As requested, we have reviewed your calculations for the design of the Insituform CIPP for the Gravity Sewer in Huntington Beach, California. our review is based on the following documents provided to us by your firm: • Pages A-1, and E-26 through B32 of the City of Huntington Beach Cortract Documents and Specification for the 03-04 Sewer Rehabilitation Project. • ASTM F1216, Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of Resin Tmpregnated Tube. • Insituform Engineering Design Guide, Insituform Teclutologies, Inc. • Insituform pipe design input values and calculated thicknesses prepared by lnsituform for the subject project, Design parameters used in the analyses are presented in Tablc 1. We have reviewed your calculations, and in our opinion the minimum cosign thicknesses as pmsenled in Table 2 meets the requirements act forth in ASTM 171216 and, the project specifications for the assumed conditions. The CIPP thickness was calculated using the Modified AWWA Formula,which includes as Variables the maximum groundwater depth measured above the crown of the pipe to be rehabilitated. We recommend that design assumptions be checked in the field during construction and that we be notified if any discrepancies ant observed so that wa cast review the design accordingly. 2043 VVE57PCi3T CENTER RRIVE 41-1-35951-002 SAINT LOUIS.MISSOURt 63148,3584 314,392.0050 FA)(314.392•0031 03.29iO4 MON 08:00 FAX 6365308744 INSITUFORH TECOOLOGIES 0p3 UJr ZU/LUU9 40:UJ V&.\ Jl'l JVA UU34 SHAMMUIN h na L.Yury UU./ Mr. Eugene Zaltsman S1 ANNON WAL90N.INC March 25, 2004 Page 2 Table 1: CIPP Design Paretrmeter Values y k Design Parameter Value' Conduit Condition Fully Deteriorated Flexural Modulus short-term 400,000 psi Flexural Modulus (long-term) 200,000 psi Flexural Strength 4,500 si Safety Factor 2 Ovality 2 percent Table 2: Results orCIPP Calculations Pipe Diameter Minimum Design Manhole Section (in) Thlrkneas 8-inch Diameter Pipe $ 0.14 in. (3.5 mm) 10-inch Diameter Pipe 10 0.17 in. (4.3 rum) 12-inch Diamater Pipe 12 0.24 in. (6.0 mm) We appreciate the opportunity to be of service to you on this projwt. Plzase call with azzy questions. Very truly yours, SH tWL ON, INC. QlflFESSlpd,9 Ca BY M J m * Ex JSl1 ci' For GiK��`ti 4 l� �F E;F����U ' C ves, P.E. Vice President Attachments: CIPP Thickness Calculations performed by Insituform Terl-vialogies, Inc.(3 page-s) ARS/CBQItab 41-1-35951-002 03; 130;29/04 MO 66:06 FAX 6303308744 I;iSITUFORK TECIMOLAGIES 2 .ti � U3/ 0/2004 1S:01 FA, 414 3wz Uoui b"XINNu ekc niLaU.ti , lily-cad.srcrc> IN5I7UtrpftU6 CtPP D€StGfV <acrca<�oraca (aa per ASTM p1216) Client: City of Hu"tington Ekmch 03/7=4 Project: 03-04 69"1 Rehablll+ation Project Location: Huntington. Sa Ash,GA Conduit 1 Condition:Gravity Sewer.Fuiiy Oetertora(ed 400,000 psi Flexural Modulus Go % Flexural Modulus RaatetnGan to Aeoount for Long-term Effects 4.500 Csl Flexural S"npth 2.0 Safety Factor For Untrnal)Loads 8.00 Inches Mean Diameter 7.84 "as MWAum Diameter 2.0 % Ovality 7.70 feet Ma krvxn External Wate f Head to Invert 10.00 feet Soil D"Ah at Top of Conduit 120 b./duff. Soil Density 1,000 psi (5 1 Modulus 11.0 psi TutW Earth Loading 10,000 kbe Uve load per AASHTO (Includes 1.54 psi FIWY surcharge) 0 pd 2026pef RR Live Load(W .000Ibs per sale or 320,00e1nn per truck) 'Includes 0.00 Psi RR suroharge3) Thioknoao t.lrnitations ( inohac) 0.1000 Maximum corrmproseW hoop trtresa 0.1084 edenmal praessum duaidtng 0.1128 Minimum stiffnem tirnitaflon,dwarloretead conduit 0.1387 e3dernal pressurae,detetloratod conduit(AWWA) MMIMM Deakin Ttrlakmwa 0.14 inches a 3.5 mm OR $7.7 Mode of Failure: External preea-we,deteriorated conduit(AWWA) Longterm DaReetlon a 1.10% (Spanglor) Based on Trench WM of 2.25 feet 0.7 motor The input date for this project should be verified In trle fiet0 prior to oa7n truction. Should other Conditions exist now or are expected to change ovaar the design Iife of thin Insltufomm GIPP then appropriate aadjustmento must be made to the design calculat,sns, Dac)gned by Checked by 0.1408 0Ae9a Fcternal pressure, dete6arstad oorndult(AWWA; 0.17 1nchoc 4.9 rrrrn OR G 58.9 03.3otO4 TUE 10:39 FAX 6303308744 INSITUFORN TECKNOLOGIES z 001 <uxa<><ss>a INSITUFORM"CIPP DESIGN t►c>tac>ca<}r> (as per ASTM F1216) Client: City of Huntington Beach 03/22104 Project: 03-04 Sewer Rehabilitation Project Location: Huntington,Beach,CA Conduit 1 Condition:Gravity Sewer,Fully Deteriorated 400,000 psi Flexural Modulus 60 % Flexural Modulus Retention to Acoount for Long-term Effects 4,500 psi Flexural Strength 2.0 Safety Factor for External Loads 10.00 Inches Mean Oismeter 8.80 i+ichea Minimum Diameter 2.0 % ovality 7.80 feet Maximum External Water Head t0 Invert 10.00 feet Soft Depth at Top of Conduit 120 Ib.lcu.ft. Soil Density 1,000 psi $011 Modulus 10.7 psi Total Earth Loading 16.000 ibs Llye load per AASHTD (includes 1-23 psi MAZY surcharge) 0 psf 2026pef RR Live Load(80,0001bs per axle or 320,0001be per truck) (inoudes 0.00 psi RR surcharge) Thickness Umitations ( inches) 0.1000 Ma)dmum compressive hoop stress 0.1361 External pressure buckling 0.1408 Minimum stftfness limitation,deteriorated conduit OAM External pressure,deteriorated conduit(AWWA) Mlrttrrt>gM 2KInn Thickness = 0.17 Inches 4.3 mm DR= 58.9 Mode of Failure: FRemal pramris,deteriorated conduit(AWWA) Long term behection= 1.20% (Spangler) Based on Trench Width of 2.5 feet 0.8 meter The input data for this project should be verified in the field prior to aw ruotion,- Should other owditione exist now or are expected to charge over the design life of this Insltuform CIPP then appropriate adjustments must be made to the design calculations. 99 Designed by Checked by s•�,. uo:ua FAX 6383aU8744 ItiSITCFORsf TECFri&LOCIES _UZ2V2004 15:04 FAI 314 392 0061 SHA\:YON & WIL.SON �J001 4Lr v v.. erts<acy0a0.9~ INSiTUFORM*OIPP DMGN C3C7 Vci.:YCAt7 (a&per ASTM F12161 Client: city of Huntington beach osl2Zoa Prejart. 03-04 Sewer ReftMIMAtlan Project t,ocatlon: Huntington,Basch.CA Conduit)Cariditivn-Gravity Sewer, FoAy Delahorated 400,OW ps1 FrexUrel Modulus so 9b Flexwei Modulus Retention 10 Account for Lowerm EJfeatz 4,000 pal Flexural Rmr4 th 2b Safety Faaw for tartorral Leads 12-00 inchar3 Mean Diameter 11.76 inches Minimum DlametQr 2.0 96 t7vallty 11_00 pest Maximum Extemal Water Head to Invert 15.00 feet loll Depth at Top of Conduit 120 t4.rou.tt. Soil Dendty 1.000 gel soli Modulus 14.8 pW Total Earlh Loading 18.000 lbfi Uve load per AAGWO (mcludes 0.70 psi HVVY w4rcharDe) 0 psf 2025ptf RR Live LoW 180,0WIbS per aide or 320,003fbs per truck) (includes 0.00 psi RR surcharge) ThiaKnacs U nitationo (inahee) 0.10W Ma)drnum compiceslve hoop atress 0.1829 External pressure buWing 0.1W8 Minimum st ffrow lim tration,deteriorated conduit 0.2353 Extstnal pressure,deterlomled oanault(AWWA) NI�..)Ni--an.Deafen Mlrsloe_at- a 0.24 Ineho-i 6.0 rrurr OR= 41.0 Modd of Failure: EAemal pressure,oetedorated conduit(AWWA) Long-term Deneedan= 1 34% (Spangler) 8asW on Trench VAd1h at is la>at 0.8 m amp Tr)e Input data for this proms should be verlfled in the F*Id prior to aanstruction. ShOMId other conditions exist now or are expeCtOO to Chang@ over the design h%of this Inailufwm CIPP than appropriate edjustmentc must be made to the design cakwi,itione. 9K C-8rw Daslgnad by Checkt4 by Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y r r r jj Jill I i i E I I a � b Iv b 4 X d d ,G76�� oy�p r@6 d b b 8 6 !�j�{ 6 10 b GQ� 6 6 10 b q b b 6 6 Yhp m y6+ Sr cr uu O O O O C M I � w w 7� x LLJ a n a a a a LL LU a a a a a n ➢ a a n o n a a Z 3 a a a a a a a n A <s33a5a8a18 # 3a � E) J3333 � � � � it s 8 8 g g 6 $ $ 8 8 g 8 g a 8 8 Dig � � � � �. R g$ � q q$ $ 2 a _ a Insifuform Worldwide Pipeline 702 Spirit 40 Park Drive Tel: (636)530-8000 7Cll•17()jC} lEtii, 1rlC Rehabilitation Chesterfield,MO 63005 Fax:(636)519-8010 www.insitutorm.com CERTIFICATE To Whom It May Concern: This is to certify that Insituform Technologies, Inc. is authorized to install Insituform and NuPipe products supplied by Insituform Technologies, Inc. If you have any questions, please feel free to contact us directly. Sincerely, INSITUFORM TECHNOLOGIES, INC. Walter Bilgram Vice President of Engineering and Technology STATE OF MISSOURI COUNTY OF ST. LOUIS Subscribed and sworn to before me this day of in the year 2004 tivawILF y Publ' F I Nwvpd&-Nolary seat : 1 [ 0 My Comma Jan.21,2005 CITY OF HUNTINGTON BEACH 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK 2004 LII),s Enclosed please find your original bid bond issued by .1)0Cc.uy149J forrol eA e Liz Ehring CMC Assistant City Clerk LE:pe Enclosure I Tele pho ne: 714.536.5227) L AIA Document A31 Q Bid Bond KNOW ALL MEN BY THESE PRESENTS,that we Insituform Technologies, Inc. as Principal, hereinafter called the Principal,and Travelers Casualty and Surety Company of America a corporation duly organized under the laws of the State of Connecticut as Surety,hereinafter called the Surety,are held and firmly bound unto City of Huntington Beach as Obligee,hereinafter called the Obligee, in the sum of Ten percent of the amount of the bid Dollars($10% of bid for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs,executors, administrators,successors and assigns,jointly and severally,firmly by these presents. WHEREAS,the Principal has submitted a bid for 03-04 Sewer Rehabilitation Project Cash Contract No. 1231 NOW,THEREFORE, If the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with tha Obligee In accordance with.the terms of such bid, and give such bond or bonds as may be specified In the bidding dr Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material fumished In the prosecution thereof, or In.the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified In said bid and such larger amount for which the Obliges may in good faith contract with another party to perform the Work covered by said bid,then this obligation shall be null and void,otherwise to remain in full force and effect. Signed and sealed this 30 day of March ,2004 Insituform Technologies, Inc. (Prl clpal) (Seat) Iry lfness) Thomas A. A. Cook, V.President, � Ge er ravefe 1 siretSFn ;t�'America _ ag AR rs _ A (surety) (Seel)P, (Witness) f�A - t92401-3 (]7tla) Kathleen M. Hoffard, attorney-in-fact AIA DOCUMENT A310•BID BOND•AIA 40•FEBRUARY 1970 ED•THE AMERICAN INSTMUTE OF ARCHITECTS,1736 N.Y.AVE.,N.W.,WASHINGTON.D.C.2WN 1 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT NC MI.— State of Missouri County of St.Louis �. March 30,2004 On before me_ Patricia J.Castile )� GtTi n►ME.'',E OT Oao iGEp.f G.'1�tiE OOE NOl►pt PU6LIC personally appeared Kathleen M.Hoffard Attorney in fact of Travelers Casualty&Surety Com anv %AMe:s:'Y S'O'EFrso of America r'• personally known to me - OR - ill proved to me on the basis of satisfactory evidence to be the person(s) %whose name(s) is/are subscribed to the within instrument and ac- Y knov.ledoeC to me that helshellhey executed the same in his/her/their authorized capacity(ies), and that by his/her/their sicnature(s) on the instrument the person(s), {� or the en,;.y upon behalf of which the v person(s) acted, executed the instrument. 4L 1>>,rIT 'EIS r-y hand and official seal, 1 r ,p ((( STATE OF MLSSOURI `u} r� Si.I.MIS COUNTY V �1 0PTI0NA ��} Thouoh tare data beiDv :s no: required Dv law.is rrap prove va:;.Iable to pe:scns relying or,llie document and could prevent 1,11 lrauduier: rea;;achmen:a;tns Form. r� CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT +{ V L_i INDIVIDUAL CORPORATE OFFIC_R r� Bid Bond MUM) ITLE OR TYPE OF DOCUMENT PARTNER(S) ❑ LIMITED ❑ GENERAL 1 page bond ATTORINEY-tN-FACT NUMBER OF PAGES TRUSTEE(S) Y ❑ G-JARDIAN/CONSERVATOR ❑ OTHER: March 30,2004 DATE OF DOCUMEENT �+ SIGNER IS REPRESENTING- +k NI-IAE 01 PERSONISt OR EN-.TrfmESi Travelers Casualty&Surety Company of America SIGNER(S)OTHER THAN NAMED ABOVE v i 01993 NATIONAL NOTARY ASSOCIATCK-8236 R/turner Ave..P.D.Sot 71BA-Gar4ga Park.CA 913O9-7184 TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY Hartford, Connecticut 06183-9062 POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEY(S)-IN-FACT KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, corporations duly organized under the laws of the State of Connecticut, and havirig their principal offices in the City of Hartford, County of Hartford, State of Connecticut, (hereinafter the "Companies") hath made, constituted and appointed, and do by these presents make, constitute and appoint: Stephen E. Ricci, Kathleen M. Hoffard,Kathleen A. Petchulat,Thomas C. Ricci,Jr., of St. Louis, Missouri, their true and lawful Attorney(s)-in-Fact, with full power and authority hereby conferred to sign, execute and acknowledge, at any place within the United States, the following instrument(s): by his/her sole signature and act, any and all bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking and any and all consents incident thereto and to bind the Companies, thereby as fully and to the same extent as if the same were signed by the duly authorized officers of the Companies, and all the acts of said Attorney(s)-in-Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This appointment is made under and by authority of the following Standing Resolutions of said Companies, which Resolutions are now in full force and effect: VOTED: That the Chairman.,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice President,any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her. VOTED: That the Chairman, the President, any Vice Chairman,any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary. VOTED: That any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary,or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority. This Power of Attorney and Certificate of Authority is signed and sealed by facsimile (mechanical or printed) under and by authority of the following Standing Resolution voted by the Boards of Directors of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY,which Resolution is now in full force and effect: VOTED: That the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. (1 1.00 Standard) CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State Of MISSOuTI County of St.Louis _ On March 30 , 2404 before me, Denise. Carroll j GAT[ %WC.TITLE Or OeFKER•E G.•+wE DOE-NOTARV PNBl1C personally appeared Thomas A. A_ Cook M'4MLr S'D SG,f[F.cSr ® personally known to me - OR - r proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and ac- knowledged to me that he/she/they executed `\, i the same in his/her/their authorized N` Cj Q�;p�,SS1O/V 'A���� capacity(ies), and that by his/her/their R'QErS signature(s) on the instrument the person(s), or the entity upon behalf of which the o= NOTARY SEAL = person(s) acted, executed the instrument. I/Jr Tell%��%%N V N PQd an seat. , sr�•• u0s Cr NaTRR� � OPTIONAL 1 Thougt%the data below 1s not required by law.f:rray prove valuable to persons relying on I."document and could prevent y, 1 fraudulent tea ,achrnertf of this form, ? CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT � ❑ IrgDIVIDUA 1 ® CORPORATE OFFICER r Vice President , General Counsel Sid Bond TITLE OR TYPE OF DOCUMENT t ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL 1 page bond E3 ATTORNEY-IN-FACT NUMBER OF PAGES ' ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: March 30, 2004- DATE OF DOCUMENT SIGNER IS REPRESENTING: NAME OF PERSON(S)oR ENT17YfrE5t TnFaitl3form Technologies , Inc . SIGNER(5)OTHER THAN NAIrAED ABOVE 01993 NATfONAL NOTARY ASSOCIATION•8236 Re-Mel Ave_P.O.Sol.7184•G4n09+PAM.CA 91309.7104 t 3 J:.�,NPes",y,, , 'wS'"�'Sv `ry'b,fdat"-,S t r �ia'Sr1•: , :f# r;�i ' '1 •{5'ka-f, '', ! ti p�'r 3;s}si ,,.rr �• �,r *rrl �y' SSF'; D4 ',;r v r tv`L y r}!•S"fi,y*'�r'rr T�i'i33rlt'lywf , .�^� '� , ';"a ti i'vq +� % '"'1'�r n` y,¢" i:, r S+'''J.,Y`i.:PJ''G a " ' p3y,_' +tx „ y ."r�G�' ,+. + i�. ssj:7i'.Y,• e i, 'i` r �, s�,},,,,g2.,i s.,s [,ta'4. is^3 ,�"5 t{t 7r aiv '�,,}u' `> '' a rem'•,�y'3.� N2 of u• 'a p x' '+ L J' ati''t 4 1t',riy,k .G,u.' 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Y� !, �-M >~� r ry *a �1 j ,.. E••tY �3n''S. q : t, .. r,.53e,S r,•+,rS t,�,r��gvrt �y�:r i ,2�fM.I.'>,Vxx.,. . 1;. y t�f?,}, . :aSf�}! z. '£ r< t,r •' + 7 `f.Y t tS ,.. ?A„f a ':rp'3,Y 1 t n f[r�, K f.}!l, •, 4 i��i t" ,•:r 1..0.$,q+•.ca.e !y>'•' r'�d,♦ Ls }iFa I I J ;,!.. .r?Sa,•,r�',-. � ` i.. - ..`-,?,. .'w>';;�'LI`Y�:�'., �,. r, .-s 4 .;,,! 1 a ,t.�,f . r it SECTION C PROPOSAL for the 03-04 SEWER REHABILITATION PROJECT CASH CONTRACT No. 1231 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 110 working days, including material delivery, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 PROJECT BID SCHEDULE Item Estimated. .: :. Item with unit price .. Vende No. Quantit written tn:words Unit Price" Amount 1 1 Mobilization of equipment&materials. lump sum @ FOUR THO USA NQ F1VE HU:4DRED Dollars S4,500.00 S4.500.00 NO Cents Per [UMP sum 2 1 Traffic Control per Specs. lump sum @ FIVE THOUSAND FIVE HL'VDRED `Dollars $5,500.00 $5,500.00 AV Cents Per lump sutra 3 1 Demobilization of equipment&materials. lump sum FOUR THOUSAND FIVE HUNDRED —Dollars 54,300.00 14,500.00 V0 Cents Per lump sum 4 30 763 Clean and inspect 8" pipe per Specs. I.f. r Dollars S . 85 s?Gt lg8,5$ EImNTa F+VE Cents Per If 5 180 Clean and insp.-ct 10"pipe(siphon)per Specs. 1.f. G Dollars S . 90 5 C6-2.00 /y,/yTy Cents Per 11 T 5 31 Clean and inspect 12"pipe per Specs. 11 u: Dollars S . 9 5 S. 2 i- yes ,l,ri , Ff ye Cents Per 11 7 30 763 Line and inspect 8"pipe per Specs. 1.f. C-TweN n-- E&,a Dollars S Z 4 .37 S I—q-31 _?!-/r1�J!, 56/6-n3 Cents Per Lf. 8 180 Line and inspect 10"pipe(siphon)per Specs. l.f. — -- Dollars S 50,?5 5 91.135.aa Cents Per 11 9 31 Line and inspect 12"pipe per Specs. 1.f. n 7w0 &en _ lsp�2 O PV B Dollars S ZO 1 . O0 S /y O Cents Per It 10 817 Re-open service lateral per Specs. each r _SE✓ f�-'-t F+VC Dollars S 7 5.0 0 - S G 1+?7S•°a �do, , Cents Per each C-I s PROJECT BID SCHEDULE Item Estimated :. : : tem with unit price Extended No. Qetantit written in words Unit-Price. Amourit 11 40 Grind protruding lateral per Specs. each @ 5&y e 142l Five Dollars S 75•o $ 3,Doo•Da A 0 Cents Per each 12 1320 Rehabilitation of sewer manhole per Specs. VS a ONE A01,10rs.CO S&Verjr l Dollars S 1-70, 00 s2z,4, 600.0 /y O Cents Per v.f. 13 500 APC placement as required per Specs. sq.yd. @ CAJF, L-4a&tpo Ft ve Dollars $ /05.0 0 S 524500•o0 Al a Cents Per s .yd. 14 10 Remove and replace frame and co%er per Spccs. each @'rw0 TVOUS rwp SEvep M LkV -7M' of lars S Z 7 -0 0 S 2 7,SOO, Cents Per each 15 NOT USED @ Dollars S S 0 Cents Per Total Amount Bid in Figures: S /1 j 7�� 3 7 5. 3� Total Amount Bid in Words: C ��„� f�.►E �Ncae_o S�v �� .... ...........................................................................................". ... !!..,., ......,...................I .......................................�T ............. .................... '7F(aus�r+0 T/1ItE Vv,,b&c0 S6,,vNr`i FiyE. AAoPD 3t No C-2s If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY's notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY's option, be considered null and void. Accompanying this proposal of bid, find 1310 Bo N D in the amount of S j0 AouwT j�ipch said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond", as the case may be). Bidder shall signify receipt of all Addenda here, if any: Addenda A'& Date Received Bidder's Si nature G2 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 senice 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 clone by such subcontractor. Portion Alante and Address of Subcontractor State License Class of Work Number R6NA$_ MN S SANroN e N&1#V&-_6WJrUz7 INC,, �C- LAC WFt 'f 58w f f NC'NE�� p,2ldC- }l,,r.*lreC'rrnv cN, nl Zln 73 f 17 A GL��tn! a PEaFoc�w�tirvGE PrpEL4tv6TUCAWc"&165 C' TV ln�7Z Gv+M�y2tr�N4 CIRCLE �LnrlwGlA��i.rl °y $2_5 Sz4 A JJ'EMovE S stt"pL. C.NA&LE> k+rvCP Co^rPo^'l COJEyL 7-9(4'L aPARDCOvA AVE S1c./vAL 141L- CA q0_155 738 Z 3(0 A By submission of this proposal, the Bidder certifies: 1. That they are able to and will perform the balance of all work, which is not covered in the above subcontractors listing. 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. C-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. �O County ofomrrge �A jeEAT+N(Q , being first duly sworn, deposes and says that he or she is C N C2i4L YKAfV A&C4— V,,4. of riff pipe- Cria 1 Fo1aNiA 1,vc Am ffk the parry making the foregoing bid that the bid is not made in the interest of, or on the behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. ('EPIPC—CQe-rPo4A0P I live Dreg PP-R Name of Bidder Cs—ignature o idder 552-5 E. Gj8p,4LT,*/j- Spze r oArAQjo cr► Address of Bidder 5 r?r.y Subscribed and sworn to before me this day of , 200*. S1LV1A JEAN Er7M 00 COMM.#1280174 NOTARY PUBLIC-CALIFORNIA �} SAN WFINNONO COl M Ca Icy Comm.Evm Oct 1s.2M4 NOTARY PUBLICWV Al NOTARY SEAL C-4 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the 03-04 SEWER REHABILITATION PROJECT; CC-1231, ([ E 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. ('E P pE - GAL A FaB NI A , 11y G ABA PP2 Contractor y .-r.0 EAriN (S EnVEP-A�- Ms}r�� !/• P. Title Date: r1Lo C-5 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? ❑ Yes XN o If the answer is yes, explain the circumstances in the space provided. Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-b 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. rE �AG ►=o/�N/X1 1lyC DBR P1 A Contractor By'=�4�?eA;)4G, �i2sFG /�'IWrvA6E� Title Date: LO 4 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 4216,14217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-422-4133 a minimum of two working days before scheduled excavation. Dig Alert Identification _-urnber: Contractor By Title Date: Note: This form is required for every Dig Alert Identification Number issued by U.S.A. during the course of the Work. Additional forms may be obtained from the AGENCY upon request. C-8 - BIDDERS INFORMATION BIDDER certifies that the following information is true and correct: f E ip DBA PPR - Bidder Name T 5525 E- S?,2CET Business Address 4r,J-r-An r o C,4 City, State Zip (q01 ) 29 I - 40so Telephone Number 61q 303 A State Contractor's License No. and Class 1013)/07- Original Date Issued l0 /31/01/ _ Expiration Date The work site was inspected by .7"oru" BEL-r&A,J of our office on MARcH Zq , 2oo9 . The following are persons, firms, and corporations having a principal interest in this proposal: C-9 • The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. rE P(PE- CALIFOANlA, /NG DBA PPR Company Name Signs re of gidy -s a-� 1<e r/,vC,- Printed or Typed Signature Subscribed and sworn to before me this clay of , 200 "r S1LClFM2ME 4L0 NOTAFCf PUBLIC•CAU OPI U m SAN 31 WA MY Comm.EXPM 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. Gos AN5e%s 604L"-� Sir -Ario'V 0/5?2icr Name and Address of Public Agency Name and Telephone No. of Project Manager: A4A P-6-orr I-Zr, 057-A0ZA G,99-7g11 ,s)'T. e6911 098 260.85 GIPPLIN/N1. of 18-11Jc14 Z Z66 Contract Amount Type of Work Date Completed 2. Gps 4t46gtes Name and Address of Public Agency Name and Telephone No. of Project Manager: L d,k, Affi BOLA (Z(3) 8147- So 31 1 e97 258.5D G/f)L/'VJ"4, of 8--//vaN P/PE DEC. 2003 Contract Amount Type of Work Date Completed 3. C,ry of Lo-s Av«t7LE5 - - Name and Address of Public Agency Name and Telephone No. of Project Manager: _gLzcro2 LA►QA (2i 3J__8q7—884 5 15• R 0 G! 611"JP dF �' to-f/uCkI E 31 Z do q Contract Amount Type of Work Date Completed C-10 The following information must be returned with the bid Bidder's name: Bidder's address: S525 E- & F3/zA L TAB 5T: QNTA t1 D Cf4 9 /7C.y Phone number: (qo� 2,9 i - L{nso Fax number: (g09) 291 - `4070 Pipeline rehabilitation process (trade name) bid: No✓a pfpE (Choose only one per Section B- "Instructions to Bidders" #12) Manhole rehabilitation process (trade name) bid: 5AIve-Ofr 100 Attach a letter to this sheet from the manufacturer stating that: 1. The installer (bidder) listed above is factory licensed and trained. 2. SDR thickness supplied (minimum thickness SDR 35) 3. Have the ability and will supply the necessary amount of material within the construction time frame. List of three certified laboratories that can perform the required ASTM testing. Laboratory number 1: Name: RAM TOC-k L Arss Address: l4f to q prAvGE AvE. PaaAVI ck,,,JT CA 90723 Telephone number: (54,2) fo3j-- �Szy Contact person: �Erurvr�E� Laboratory number 2: Name: {4T5 -,:Pc . Address: P d. 6,,x /o 3 48 J40Qs r d i TF-xR s Telephone number: (7r3) G92 - 83"7 3 Contact person: Laboratory number 3: Name: �Pe1St"72 L,oBS (McCIto VSat� Address: 4750 IJAvrif- S Coc.,-T LJ.y,rA C CA -(909)735f-9loao) Telephone number: (303)S81- oo�Ba,4vrt `�, S�apr Contact person: C-11 LI/2512DD3 13:D6 ,01176Z06E7 IsJU`.°I PAGE OVU OBI I P y 4:antp'cirou]1,'Umoany 14UPF"s'.oriie Wra a M QI.M-0656 t1,�*,hf•:YS.Br 0690 ?R]L,17-7T]titOT May 20.Zaos her-,ley heating,General Mariager PTR A mFgpe Company 5526 F.,GibraltarAvo. 9rxtrio, CA 91764 Reference: Manufacturam Certttic23Fon Caar Mr. Keating, This let%r aanfirms that PPR A m ipe Company located at 5525 E- Gitxulter Ave.. Vnt$rio, CA 91764 has dernwabotad 1"Ir rrlsetay of work p► Deduree, site evaluation, equipment selection and related Ykills necessary to sus,7oewully install the Nov;Wipe" Cured to Place Pipe syawrn in compilanae with trio requirements of ASTM 1216 for direct inversion Cured in Place Pipe. Please use this dacunwt as needed, for references or cefifloetion; ptaase contact the undersigned at401-762-4686. Beat regards, V John 5-Williamson Ta&.rtiCQ1 5131e8 MenaOV Novapipc._A Lantor Qrvup Company LLELANTOfiAawncw 12rgr�wb Grj)w icy CORPORA7EREADGUAR11M Be`r'rvorn.MA02019 iVMV n'-'wjPe v' (T)5%-WS-1311 (Fl l` M66.16()5 9ii 46Q tIGYt 09/17/2eC.3 09:43 14e173206E7 �GVAPIPE PAGE 0=/35 A:antor Group Compare 1 i LppeerVpre Ce-va SL:;Ie= {T}401-75Z-0686 N.Smah;eld.RI 02596 401.762-0687 September 17, 2003 Mr. Tom Lyon PPR-A rePipe Company 2615 S. Rousselle Santa Ana, CA 92707 To Whom It May Concern: This letter will serve as recognition that PPR-A rePi a Company and its employees have successfully completed and received a "Certificate Of Training" in regards to the proper use and installation of NovapipeTl1 products. Sincerely-, ?hnWilliamson Technical Sales Manager LA N TO W is Advanced Mareriats Group CORPORATE HEACQUARTERS Bellingham,MA 02019 wwwnovapipexon (T)508-986-1311 (F)508-966-1605 1-888.469-NOVJ a-ripe Lesign uuiae s Design Guide Result's Project Mama 03-04 sewer Rehabllitatl0 reject Location City of Huntington Beach Project Manager ]ay P. Keating a Signature Date Pipe Diameter li< in. Pj�OFESS/ON Soil Cover 10 ft. `���1 K. l ti Ground Water 7 ft. `'' Pipe Ovality 2% Live Load Highway (16,000) r Pipe Structural Condition Fully Dekerlorated C/` ,� Modulus of Soil Fieactlon i.000 psi Flexural Modulus of Elasticity 250000 psi 1 r A�-�� `.ter. i l ; ASTM F1216 Minimum Liner Thickness EQ. X1.1 6.00 mm I Fully Deteriorated; Hydrostatic Buckling � , 3.12 mm SDR I QS ASTM F1216 Minimum Liner Thickness EQ. X1.2 6.00 mm Fully Deteriorated; Ovality 1.7y, mm SDR 119 I ASTM F1216 Minimum Liner Thickness EQ. X1.3 ,I 6.00 mm Fully Deteriorated; Design Loads ! 3.76 mm SDR I 64 I ti ASTM F1216 Minlmul" Liner Thickness EQ. X1.4 6.00 mm Fully Deteriorated; Pipe Stiffness I 3.34 mnl SDR 61 i 3/29I04 i N -- IN" a-ripe nest n uuaae--- i rage I of i Design Guide Results , Project Name 03-04 Sewer Rahabliltat110 roject Location City of Huntington Desch a Project Manager lay P. Keating Signature Dab 2 /04- Pipe Diameter 10 In. Soil Cover 10 R. Ground Water 7 It. Pipe Ovallty 2% Uve Load Highway (16,060) I � r Pipe Structural ConQition Fully Deteriorated Modulus of Soil Reaction 1000 psi Flexural Modulus of Elasticity 250000 psi ``+•-� - ASTM F1216 Minimum Liner Thickness EQ. X1,1 6.00 mm Fully Deteriorated; Hydrostatic Buckling 3.39 mm SDR 65 ASTM F1216 I+ihoimum Liner Thickness EQ. X1,1 6.00 mm Fully Deteriorated; Ovallty ` 2.14 mm SDR 119 ASTM F1216 Minimum Liner Thickness EQ. X1.3 6.00 mm Fully Deteriorated; Design Loads 4.72 mm SOR j i 54 . I ASTM P1216 Minimum Liner Thickness EQ. X1.4 6.00 mm Fully Deteriorated; Pipe Stiffness 4.16 mm SDR I 61 i 3/29/04 .Ij N a-Pipe Design Guide ftge I of I el Design Guide Results Project Name 03-04 Sewer Rehabillittatio roject Location My of Huntington Beach Project Manager 32Y P. Keating Signature r Date Pipe Diameter 12 In. V'p)FEss/ Soil Cover is ft. Ground Water 10 R. Pipe Ovailty 2% ► Uve Load Highway (16,000) Pipe Structural Condition Fully Deteriorated Modulus of Soil Reaction 1000 psi 1 C-!V';L Flexural Modulus of Elasticity 250000 psi ASTM F1216 Minimum Liner Thickness EQ. X1.1 ± 6.00 mm Fully Deteriorated; Hydrostatic Suckling I 5.25 mm SDR 38 ASTM F1216 minimum Liner Thickness EQ. X1.2 6.00 mm Fully Deteriorated; Ovality I 3.02 ,am SDR 101 ASTM F1216 Minimum Liner Thickness EQ. X1.3 1 7.50 mm Fully Deteriorated; Design Loads 6.82 mm SDR 4S ASTM F1216 Minimum Liner Thickness EQ. XtA i 6.00 mm Folly Deteriorated; Pipe Stiffness 5.02 mm SDR 61 3/29/04 F110 V&DWE A Lantor Group Company t ar Tupperwe Drive Suite 4 M 401-762-01186 N.Smlmliew.Ri 02896 (F)401-762 U887 March 30,2004 Mr.Thomas Lyon PPR A lrePipe Company 5525 E.Gibraltar St. Ontario,CA 91764 Reference: City,of Huntington Beach 03-04 Sewer Rebabilhadon Dear Mr.Lyon, This letter will confirm our commitment to PPR A.rePipe Company,to provide all Cured in Place Pipe products for the above referenced project. As you know we arc a fully automated, vertiimlly integrated tnauufactuter. Novapipe is able to produce 30,000 if of small diameter pipe each day, inspecting and shipping as much as fifty percent of manufactured products daily. At pment we are loaded at 39%of plant capacity.ity. At this rate we anticipate stopping 1.5million feet of CIPP this year with enough remaining plant capacity to double this output without additional workdays. As a Factory Certified Installer of Novapipe products your material orders will be produced and shipped within(2)weeks of order any site any diameter any length. We thank you for your continued support. Best regards, S.'Williamson Technical Sales Manager ALLANTOR® Advanced Materials Gmup .� CORPORATE HEADQUARTERS Mingham.AAA 02019 www•Rvvapipa•=m (r)508-9W1311 (F)508-966-1605 I-M-MO-NOVA t 11l75i�E63 I3:0fi Ia@1762058' rw�'A�IFK PAGF VIM Cil~r per' 1-0-9 �-`;NOE EZ 60tRaOr vy0ec9 ` 7MRIk!NT0= M&IMa G4LFFOANI.; �:lil UC WU9KE 8Vi5AU c= do HNGrJiLPA1NG 'rSri•¢FcrIS•!.Y WTALY®,TACYAN,Pi-M.MY Eh&W!FPZ Fr,a:x, pr pt ova 559 WWA UP."07.•SUTI!MX.. K. J:.N1 5e.va aiW ru._dr 3-°.R-ar�w Y.F�HMA"UI'c::' Aug,,ist 27,2002 Jo`n'Al Iliemgon,T,ehr.!eaf u;reC{cr Ltlrtth-NQVupi¢a 9 T.urloerwarg Or`i 7.SUlte C- •h Smithfield.R;.02295 Re. NOVAPIPE CIPP FrORMULATED WRH INTERPLAST9CS VE8190 This!b lowe rip your%UOT dated August 2,2002 send our 15 fir,,J 23. 2042.Agaln,the CIPP sysism rCspondPd fa the r! f expos trg ea roiloWy: K,le`pht C17enge:Ecrceffo& Hardrnssr:ch&ng9:Excellent T@nalt9 Strength uh[+nga:Good,Mth reao%ons f-Wed from niWr acid end ferric chloride. E1017gfiUon: Sefleticlory, vft resdlons noted ft n-. sulphuric acid, sodium hyd.R7xide, em,ncrrlu-P hydro xide, n;triv POOF.A;nfo ehrorrdv,comp and datargenf excaeum-o Ovar;A, th:s rrleterial'Ut§ad 55rWC Section 250-2.3 Chsm;cal Res?ytanea Pest gnd Is useable on 4:,r prajev-7.Phis 11:at4rial•A41,I eopear In oursprzifications ea frAcnvo end will be Intorporitled Into rr.n next 1-avlclomi rrf uuv'ApprmVtd List or 8onitpry O&w-zr Produaa'. ArchMp Report, Lob#20tt2$i4-85,dafad dunb 24,7002 TYade/Varna: Lsntcr NovaMpe CIPP r Approved UW Sxnl'fary So-ear and Swarm prafn fte Rerfabliltavon hisiailerion: SSP6VO Ssc(ion y004.4 es trrodr sd y Standard Plan S-610 S49 Renga: 700 men t0 1200 MM(4"ro rid• P,asin; lhrarp/astics COR VE 8190 vfnylester Fc`t tubs' Nova gips noodled poryesfaribW evetyd wNh 15mlis poryurail na on the face expoaw to flow. raanv(eciijmd at god ifomer Avenue, Ashfani MA 0172"1. FFe1d-cured ean„pnrirn papa pnopenkss iai.'al Flexural Modulus:2758 MPI?(400,000 peel MIMImur- tMV01 T',prr9rig StrranuMr-37,2?vfPq(5.406 ns1]minimum �.'gxu al Alorf_Hrts;:r.5p yae�Design:689.E MPa(f06,000 p%a1)minimum ^,.vr ew211T 0-ArXT%K71Y-Arsis7v,AT1VE ACN(1H tMFLaraR !1/75/2f'g3 f3:96 tsA17620687 ��JopiPE -AGE 05/a= Mr.V,flrti�msart 2 - 4uai�7,2C1Q2 The valu¢for'Fla=cM Modulus fat C7c4i9n'-MZy Ise impruved upon eabmisalon of song term uw data'rO(n an?ndeDerident+aboretory{ruCh A6 A9TR7 la 29901) t4thom anv uny ausCtinna,p38ea9 corytac�nic(it{2131047-9775. 61 my. .L .., rcup fVldnager pn 6lhndards arxf fnveSlf ettQnz Group 860 S.Sprlmg i5trset.$UV 4W Lo4 Arfgeka,.Cal hbrhia 9DD14-1913 k�.4L:J'tifr+cv�njna_�nro6 Cc: W.Lawson.WCED-MIS 536 Gan-WS 503 W LA-M/8 499 Va I-MIS 495 Har-IW6 497 E.Achanu,Con Ad W Cntri-M/S 480 T.Gorman,Con:Ad MH Ontri-MIS 48D 3.Elt'ison,D51G !'.f15I?©23 I3:36 lnEl?529587 NaIAPIP>_ PAGE 76/OR JUL 23 2002 5:5inr. Ha LREKRiel send p.c tab Va•:�z.0ta..85 �r z ar s ��k,�,rniral '��irst�-!rs Tee cf Pmfocf rift- AmArme ]*raid a Number. StU01 s 5 ftkwr, fft6 Gee gaurm mmope Uwzi Rkwfvoa: 1 1 114ro7 spoexam*rr 8$PwC zf42,3.d,;wOr Des[+lpbnm :�mrplea`��'�BS3��nyio as4a�vnsifid CSPP 70MOORN," p MgM LTS R fN d CGNOMMFD 004�BaflsN� vmswomoe T6 mum % ,' aA Ila ACK BM COO mu o.14b5 0,2069 89G -Oma3 GA34 Q =a1257 bwam 1rx 0.0923 �23( 02 D s 1% nom 0.21a ozan 02du _Q4 !92 AJISotul[o�er a ass orro r oc• D.fx a tfo4 a—Aug f {7,2313 0.=4 Y.T7i d1.d)89a �D27 B 02�1A 2 q J Q,fli2d a-,W4 Q24Lt 42M& Y 0AB58 0.14 0. Mil �:54d ad" O A.9�- 2"14 L?An aaao ltl�5��v33 1._06 t�at76�a5e7 NOVA�IvF NGc' 137/0f JUL RU ZGUZ UvraiAii nP LniiFRUT aNaA i nNO:i0W5S4.B5 M*S8&4 XOV + IPP fom►ulgc M h Ira erQi�'As VIM22 P )Mci TEga: NOVAPiP Proled Nuniamr: LIDOOIO55 flsalaeen HuB"Las Bowen: Wvaolpe am RB66fVW; I Irea-Di specakalan. SSFWCaiC•�33,i967 OrmorWiinn: �+t8rpsa5ves VEa4$0 Krryt9etar fat+r+ulatsd C�Pp aocr¢oa"� �68°�IJ�iQif ,OWULTs R�Gl�fii�iQvi6 Cgl�fi0ii@D tFA�rass CMW90:� . 147 ii+wrta0ufan BldRpfa Ada �i jyfn EaeM 096 For J1g .!'li tldaridt,4 il14Sx�fAllan afx •1 f mq chore V" 86 For pmrmrhrn II�Y5�2093 Iv:95 14B3�DiLPg7 7,JJ4PIP� PAM (!V3 F !1 77 WO 19;17 K G: S:1L ?8 29;)Z 5:51Ry my 6mw4v" =wpo a. Lab No,. 6te 65 9bga G b<4 �h Rcsi va Test o N YAF C-91 [Q=W—atad wit��nt�misstic� V� P VAUM191 t4OVAPIPE PM;mdNt=t - Aa0 MSS pswtwr. Hw4pt L" GOUTW; .Noyopc h Readrsd; 11(nm S Gwh: 6bP`d�G2t0Ias,lQe7 �'lx±1�WPd: In!4rp�raet'rB VE919�r�Aea�it�malatSdCiPacat�par� 5C1l�,1uT1(!t4 'f'� . ASGUfiTB 1112 OWN r 62M ,l euftrm 596 f 7AW 4 8 For A 4V-T 1 1 7 i 1.0 IrHntm+tlfer� --&94A iR only p } 7 1 T 194 1.5 Al T94f� a ne lafbnrms�nn IA '� Flo, CITY OF HUNTINGTON BEACH 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK 2004 To: o C' Enclosed please find your original bid bond issued by /�� / //t�s�7D,../-Z�- 4�cT for o Liz Ehring CMC Assistant City Clerk LE:pe Enclosure (Telephone: 714.536-5227) THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A3.10 Bid Bond KNOW ALL MEN BY THESE PRESENTS, that we rePipe-California, Inc. dba PPR, 5525 E. Gibraltar Street, Ontario, CA 91764 (Here insert full name and address or legal title of Contractor) as Principal, hereinafter called the Principal, and Arch Insurance Company (Here insert 1uC name and address or legal tale o1 Surety) a corporation duly organized under the laws of the State of Missouri as Surety, hereinafter called the Surety, are held and firmly bound unto City of Huntington Beach, CA (Here insert full name and address or legal title of Owner) as Obligee, hereinafter called the Obligee, in the sum of Ten Percent of Amount Bid Dollars (S 10% ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for 2003/2004 Sewer Rehabilitation Project, Huntington Beach, CA (Hera:nsert full name.address and description of project) NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such contract and for the prompt payment of labor and material furnished in the prosecution thereof,or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid,then this obligation shall be null and void,otherwise to remain in full force and effect. Signed and sealed this 30`h day of March 20 04 c alifOr ''-,,, R rePipe-Califor Inc. dba PPRO�p� '9��;•;7 1 (Prirac;pal) = m; e E A L '" (Wr ness) T 2002 Arch nsur ce Company �'�i ••�•• ••• r etretyJ IMess nn Dombrowski, Attorney-in-Fact AIA DOCUMENT A310 • 010 BONO • AIA t • FEBRUARY 137^ED-THE AMERtCAN INSTITUTE OF ARCHITECTS.173S N-Y AVE.\W.W 1SHINGTON.D C-20006 State of Connecticut } County of Hartford } On this 30th day of March 2004 before me personally Joann Dombrowski to me known, who being by me duly sworn did depose and say that he/she is the Attorney-in-Fact of Arch Insurance Company the corporation described in and which executed the above instrument; that he/she knows the seal of said corporation, and that he/she signed his/her name thereto by like order. Marion R. Vail - Notary Public My Commission Expires: November 30,2005 POWER OF ATTORNEY Know All Men By These Presents: That the Arch Insurance Company,a corporation organized and existing under the laws of the Slate of Missouri,having its principal office in Kansas City, Missouri (hereinafter referred to as the"Company")does hereby appoint Russell M.Canterbury, John B. O'Keefe,Joann Dombrowski, Virginia R. Martin.,Victoria P_ Jovino. Miguel Ferreira and Marion R. Vail of Hartford,-CT (EACH) its true and lawful Ahorney(s}in-Fact, to make, execute, seal, and deliver from the date of issuance of this power for and on its behalf as surely, and as its act and deed: Any and all bonds and undertakings EXCEPTION: NO AUTHORITY is granted to make, execute, seal and deliver bonds or undertakings that guarantee the payment or collection of any promissory note,check,draft or letter of credit_ This authority does not permit the same obligation to be split into two or more bonds in order to bring each such bond within the dollar limit of authority as set forth herein. The Company may revoke this appointment at any time. The execution of such bonds and undertakings in pursuance of these presents shall be as binding upon the said Company as fully and amply to all intents and purposes,as if the same had beers duly executed and acknowledged by its regularly elected officers at its principal office in Kansas City,Missouri. This Power of Attorney is executed by authority of resolutions adopted by unanimous consent of the Board of Directors of the Company on March 3, 2003, true and accurate copies of which are hereinafter set forth and are hereby certified to by the undersigned Secretary as being in full force and effect: 'VOTED, That the Ctiairman of the Board, the President, or any Vice President, or their appointees designated in writing and filed with the Secretary, or the Secretary shall have the power and authority to appoint agents and attomeys-in-fact. and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings, obligatory in the nature thereof, and any such officers of the Company may appoint agents for acceptance of process.' This Power of Attorney is signed, sealed and certified by facsimile under and by authority of the following resolution adopted by the unanimous consent of the Board of Directors of the Company.on March 3, 2003: VOTED, That the signature of the Chairman.of the Board, the President, or any Vice President, or their appointees designated in writing and filed with the Secretary, and the signature of the Secretary, the seal of the Company, and certifications by the Secretary, may he affixed by facsimile on any power of attorney or bond executed pursuant to the resolution adopted by the Board of Directors on March 3, 2003, and any such power so executed, sealed and certified with respect to any bond or undertaking to which it is attached,shall continue to be valid and binding upon the Company. OOMLOO13 00 03 03 Page 1 of 2 Printed in U.S.A. STATE OF CALWO DEPARTMENT OF TNS URANCE NQ 07718 SAN FA.ANCISC Amended Cer i.ficate of A thority TOM 118 TO CMTHTY TIMT.-Pursuml ro rlke Imuranca Cod r yNie snare ey lcat&tnia. Arch =neu=anon Company Wansan city, Hismouri , or*aKkedundarthe lativs of RIltaaUML , j tebjetct to W Articles of Incorporation or otherjkndam#nW opganfearlenal doanrrlantr, is ho why author[ od to nwaaet within rAe SAOM eubjscr to "U ptsavfsfow stf this Crrtulwfe, the followthe alasres of iftm, t acre, Marina, Surstyf Liability, Ito karer compensation, ccmmor carrier Liability, Team arsd V hiole, ,and hwCo6obile as tuck etaases am now or Pmy haraqoor be deflnad in the A riartete taws of rho Susie 4f Calv6"11a. Tills CERTWICAT8 lr*Vrwrsfy cotldttloned upon the r hereof riow and Aeme$er being bt /kIt compliance wbrA au andrat in violation of any,4f the e;ppfl abfa laws amd lawf d rNuirwMenb made urlder authority gf tlrs fawn of the SAve of CalUbmia a,r lots a r such laws or roquimmersts am be vBieer and applicable. and as such laws cold requlrmarlu now are. o may Mtwqftcr be chanced or am imded W VATN S WHE q,OCHw at of the i1th - day of -2 a Q 3. I have herowsto rat No hand and canted ny affie t real to be gelled this 13 t h dam,q r eji ; • joy . NOT"$ r i qus W, Be�Mry ellQe ►4 o po"44h bd s�j Or;C ca t7ods . Ator is at'+set tira�rm.�of AlitFad lb do to WM bo a%d of taautaooe 70t wrw"w w"T. amueAt Im to t*Ca ttlti sw o� ly P"Udat bn 00 ownpa 01M leads is aye opp sadm 1�fa!avid do vmuff am Oe11�JO0a h��il{. eosu a WN ea!err► ARCH INSURANCE COMPANY STATEMENT OF FINANCIAL CONDITION December 31, 2002 Assets Cash in Banks $ 59,182,099 Bonds owned 238,634,683 Stocks 71,083,477 Premiums in course of collection 56,612,652 Accrued interest and other assets 34,775,433 Total Assets $ 460,288,344 Liabilities Y Reserve for losses and adjustment expenses $ 25,110,949 Reserve for unearned premiums 66,818,592 Reserve for taxes, expenses and other liabilities 120,608,746 Total Liabilities 21.2,538,287 Surplus as regards policyholders 247,750,057 Total Surplus and Liabilities $ 460,288,344 By: j ..., Attest: enior Vice President Secretary State of Connecticut ) SS City of Stamford ) John Mauro Tetro and Joseph Steven Labeil, being duly sworn, say that they are Senior Vice Pre, and Secretary, respectively, of ARCH INSURANCE COMPANY, Missouri; and that the foregoing i a true and correct statement of the financial condition of said company, as of December 31, 200r� Subscribed and sworn to before me, this 17th day of March, 2003 Notary Public �. �. CAROL A. HUGHES NOTARY PUBUC My COMMON IXPIn 3 M.X 20M 7 ARCH Insurance Company ARCH Surety NOTICE — DISCLOSURE OF TERRORISM PREMIUM In accordance with the Terrorism Risk Insurance Act of 2002, we are providing this disclosure notice for bonds on which Arch Insurance Company is the surety. DISCLOSURE OF PREMIUM The pprtion of the premium attributable to coverage for terrorist acts certified under the Act is Zero Dollars ($0.00). DISCLOSURE OF FEDERAL PARTICIPATION IN PAYMENT OF TERRORISM LOSSES The United States will pay ninety percent (90%) of covered terrorism losses exceeding the applicable insurer deductible. DEPARTMENT OF TH6 TREPA94RY FINANCIAL MANAGENIC rT aeflVPCt NYAT"VILLs, MU >Zoi rs MAR 14 V4 Mr, Ralph E.Jana III,Residerd Am h Inetrrfrtom Came onm L*WV PlW% New Ywk NY 1 Q= Dear W.Jonas: Emdosed In m Corifftets of Alrtha*aub+arWns Arch Insara ' Gampery of I wmn Clgr, Mlsaawi,to quaff as an aaQapbe16 an obltattons rsq" by the bw of to Uniiad States. This Cipt dflasts and ft unden viOnp Iimbdw eaMbilshod hwqn are I sued pursuant to the s mWoallon and are auW to to Compary's gaMlnusd adhoronce ID the Ion and as a18bd in Mo 31,ftt ZW of On Coda of FadswW FUgUNdkm . Undoes revoked at an Sadler date ttna Cadlfia A wOe Jury 30 2t]a6 The underwrfllnq Ilmitatlon 0Iw0n raider No Cubs is$24.90AG. Tiib iGi�an is ban pomorrt of the Compares Pofthold W Burpkm as of Deoembor Jt, 2M*- Gonwal Ineauat?ons relelfiq to prrtad Q wm ba sent to your in s sepAraes l kter. Sho ld you have any qusatlorls,please�Ma. L ourrl►�lwwtdw.Audkor, Surdy Bond Omnah, of(202)57445850. Tm a Crrssooll Fhwdol Acm ollio end Soma ss CWon Enclosure sUPRTY N4N0 9RANCH-"00%W4M Tfil y RALsW VAX=0 fiTA4NM-i MLVWAPDFFM bmram&I ammilmilftmal United States of America Department of the Treasury Certificate of Authority $at MM We days YAR 19 � That, wha us, InammGmuni of has been dt* fheorp mtsd under and by Moe of the lm States peases�+a MGM sarpwaM powsm had a psOeP capldtl of not lase ftn SM000, M cash orft squMsle , appears to be able to AWP and pe>tbm ►!� mnbsel� and has otherwts+e co►rpW MOM t1m cvr ti+or� p sd by li�ry end Mo oWns euvwk oerieln oorporetlona to be ecoepwas sod suisaw on vAR&M OWO to Me UnRed ftNo. Mm,"Wreftw thaw euthaaward the sftMwd Ompen y, au sot.tb MO ro VhdkM of fills Depeinewtt 1nued Undar wd in uaodetnce *IM sec�anr.o90y b 00 of Tlb 91 of the Uh' �tw Oo*, to queft■.s amb U nllbd fie bed n$ bomb end Ulldditsi*w patmWd vrmquleedbythe laws of the pl�sn*0 one armory swoMm thb Cerfteter shelfmnswon the ftfileM day of June each yww, UMAM rovnlred pnbr to Met deb. in r ww" W!w of,I have hemunte aw nqr hwd dRd OwMd the seal of tw U• & Oveft"t of ft fteeury to be~, an Me day sndyWXW a6ova *"Wn. ' �mrnNOX=OMWM I r SOUTHWEST PIPELINE AND TRENCHLESS CORP. 539 WEST 140TIl STREET : : { �'r� GARDENA, CA 90248 - r. LICENSE# 773862-A CITY OF HUNTING-I-ON BEACH CITY CLERK'S OFFICE, 2""FLOOR 2000 MAIN STREET HUNT.INGTON BEACH, CA 92648 SEALED PROPOSAL ENCLOSED - DO NOT OPEN WITH REGULAR MAIL 03-04 SEWER REHABILITATION PROJECT(CASH CONTRACT NO. 1.231) BID DATE 03/30/2004 @ 2:00 Pm SECTION C i PROPOSAL for the 03-04 SEWER REHABILITATION PROJECT CASH CONTRACT No. 1231 in the CITY OF HUNTINGTON BEACH TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF IIUNTINGTON 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 110 working days, including material delivery, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 PROJECT BID SCHEDULE tem 'Estimated Item with unit pricer :.:. Extended . Yo. Quantity- written in words Unit Price Amount 1 1 Mobilization of equipment&materials, lump sum @_ FQUR THOUSAND FIVE HUADRED_Dollars S4.500.00 $4,500.00 NO Cents Per lump sum 2 1 Traffic Control per Specs. lump sum @ FIVE THOUSAND FIVE HUNDRED Dollars $5,500.00 5$ ,500.00 I Cents Per lump sum 3 1 Demobilization of equipment&materials. lump sum @ FOUR THOUSAND FIDE HENDRED_Dollars $4,500.00 S4,500.00 :4'D Cents Per lump sum 4 30763 Clean and inspect 8" pipe per Specs. IT @ ZeF^p _ Dollars S .'15 S Z �1 Vy _ Cents Per l.f. �5- 180 Clean and inspect 10"pipe(siphon)per Specs. l.f. @ ,ve Dollars S 5 M S CIC0.0b Per l.f. �. Z= Cents b 31 Clean and inspect 12"pipe per Specs. Dollars S 15•0 _ S 4(A5,Ob.. Cents Per l.f. 7 30763 Line and inspect 8"pipe per Specs. 01_)Q Dollars S XgM Cents Per 11 8 180 Line and inspect 10"pipe(siphon)per Specs. 11 a no re-N nine, _ Dollars S qq, 00 ze?o __ Cents Per l.f. 9 31 Line and inspect 12"pipe per Specs. 1.f. @ aw huMmd 6rely *M5t Dollars S Zlem Cents Per Lf. 10 817 Re-open service lateral per Specs. each Q Dollars S S _ -7-erO _ Cents Per each C-!s PROJECT BID SCHEDULE Item Estimated: 7 :::77 ::° tem:with unit price xtende `To. Quantit ' written in wordsUnit Prtce' Amount 11 40 Grind protruding lateral per Specs. each Q ±jQ htIrY ad Dollars S_2D0.6b S-a tM A - 201!) Cents Per each 12 1320 Rehabilitation of sewer manhole per Specs. V. Q Ct e hMndMd CRUerl -Pi\r- Dollars S �� 51-9f go 43 _ OfIp Cents Per v.f. 13 500 APC placement as required per Specs. sq.yd. a, one— ht11'1 rnd t,*1 Dollars S '- zem _ _Cents Per s . yd. 14 10 Remove and replace frame and cover per Specs. each 6"135A :e -� Dollars S IU A S -7, ZEM Cents Per each 15 NOT USED _Dollars Cents Per Total Amount Bid in Figures. S � -7-r� 2.S Total Amount Bid in Words: I(�E� r�ee u1 .. ►.....................-�h...............h....... .... .........ni. . +VVA&Xrld Sk veh hffdre l -GeNf2tz six doh hM a,rl i --Five C en+s If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY's notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY's option, be considered null and void. Accompanying this proposal of bid, find a bidder's bond in the amount of$lo% of bid which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the AGENCY. {Please insert the words "Cash", "Certified Check", or "Bidder's Bond", as the case may be). Biddershall signify receipt of all Addenda here, if any: Addenda JVo. Date Received Bidder's Si nature 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 Vane and Address of Subcontractor State License Class of Work Number Het1'IS4 Sar cm Frj ri eet-03-11 Inc M $ 13 I -7317a7 A qiW4-q By submission of this proposal, the Bidder certifies: 1. That they are able to and will perform the balance of all work, which is not covered in the above subcontractors listing. 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. C-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of Orange Chris D. _Scarratt , being first duly sworn, deposes and says that he or she is Presi of outh st P eline and the party making the foregoing bid that the bid is not made in the interest of, or on the behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Southwest Pipeline and Trg:nghlegs Corp. Name of Bidder Signature of Bid8der G ris D. Scarratt, President 539 West 140th Street Gardena,_CA 90248- Address of Bidder Subscribed and sworn to before me this 29th day of Maggh 5200 4 litii!/N/111gN//N1111//1111111111 tell 1111/1A"Un"111 e _ SUSAN B. SIKES "s r COMM. #12-60843 NOTARY PUBLIC CALIFORNW4 LOS ANGELES Coil.JrY NOTARY PUBLIC =- / h+, eomm. Exo•e5 Ar.r.. :5. zoal C 01 i f11g11111111111111111 H11Ni1�HIItl1/111l1 Susan B. Sikes NOTARY SEAL C-4 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the 03-04 SEWER REHABILITATION PROJECT; CC-1231, (I)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows: "Qualified Person: A person who, by reason of experience or instruction, is familiar with the operation to be performed and the hazards involved." The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California CAUOSHA 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. Southwest Pipeline and Trenchless Corp. Contractor $y hris D. Scarratt President Title I Date: March 29 2004 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of lam' or a safety regulation? Z1 Yes !R'No If the answer is yes, explain the circumstances in the space provided. Dote: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-b 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. _Southwest Pipeline and Trenchl.ess Corp. Contractor re By Chris D. Scarratt _ President Title Date: March 29, 20 C-7 UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-422-4133 a minimum of two working days before scheduled excavation. Dig Alert Identification Number: _NIA Southwest Eineling and TT@nabless G rp. ConCraCCor, By Chris D. Scarratt President _ T Title Date: a"h 29. 2oo4 _— Dote: This form is required for every Dig Alert Identification 'Number issued by U.S.A. during the course of the Work. Additional forms may be obtained from the AGENCY upon request. C-8 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Southwest-Pigeline and Trenchless—Corp.. Bidder Name 539 West 140th Street Business'Address Gardena CA 90248 _ City, State Zip ( 310 ) 329-8717 _ Telephone Number 773862 - Class A State Contractor's License No. and CIass - 01/2-1/2000- Original Date issued 01/31/2006 _ Expiration Date The work site was inspected by Chris D. Scarratt of our office on March 27th , 2004. The following are persons, firms, and corporations having a principal interest in this proposal. N/A 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. Southwest Pipeline an Company Name Signature of Bidder Chris D. Scarratt, President Printed or Typed Signature Subscribed and sworn to before me this 29th day of 1'tef�C�l• lelisl.= +=.•__••_;'�1�IJIlllylllllf,qull-s t= H. SIKES r443 r v, r �`� ` �= fVaI A:-iFORN1A� LOS qr;;ALES COUNTY , umP.1. b9irc) a :;' 15. 2�04 �y 111111/1{f//fff/fllfflllfflf iJifl/!H!llJl/fllflYlH11l1J11 NOTARY PUBLIC/{ Susan S. Sikes 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. Please see the attached Projects List.,. Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed 2. Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed 3. Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed C-10 U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard form 254 20D4 PROFILE JOB# CODE PROJECT NAME.g LOCATION OWNER andfor GENERAL CONTRACTOR CONTRACT BID AMOUNT START COMPLETE 268 6 City of Glendale F C Consliva ion for the City of Glendale 112712004 $27.211 00 Rehab anpx 75 C of 11"x 18' 2213 Chico Avenue,So =_l Monte,CA 91733 269 3 City of San Diego-Sewer Group 626 Rheeline for the City or San Dingo 212/2004 521,000.00 14 Top Hats 172 112 E.OTangcthorpe Avenue,P12Centia.CA 92870 270 6 ICay of Los Angeles-Hollywood Area Primary Sewer !Wiliarns Pipeline Contractors for the Cry of Los Angeles John Williams,Sr. W.O.SZC 11210 2/1812004 $659.704.00 Re. b appx_1279 If of 18"and 3494 If of 21"wt CIPP hn:ng IP.O.Box 1120,Somis,CA 93066-1120 8051386-8606 271 3 Town of Pinetops-Puretops Sewe, T A.Loving Company for the Town of Pinetops T.A.J#3272 2116120D4 S322,50D DD 258 Too Hats P.O.Drawer 919,Goldsboro,NC 27533-0919 Total Contracts:4 Average Amount:S257,623-75 TOTAL 2004 to dale: $1,030,495.00 $1,030,495.00 1--sewer,2=storm drain,3=TopHats,5=HDPE lining,6=CIPP Cning,7=lns:.0 Point Repairs,8=Channeline,9=Mist. Further information wdl be supplied upon request r U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 264 2003 PROFILE JOB# CODE PROJECT NAME 8 LOCATION OWNER andfor Gc NFRAL CDNTRACTOR CONTRACT BID AMOUNT START COMPLI-.F 256 3 City of Sac•.Diego-Sewer Group 692 Cass Constructron for the City of San Diego Bid No K02224C 713/2002 $32.000 00 20 Top Hats P O.Box 309,El Cajon,CA 92022-0309 257 3 City of San Diego-Server Group 640 PPR-Repipe for the City of San Diego Sid No.K03020C 913012003 $55,200.00 4a Top Hats 5525 E.Gibraftar Street.Ontaria.CA 91764 258 5 Orange County Sanitation District Steve P.Rados,Inc.for the O.0 S.D Jab No 1-2.4 6/27/2003 S16.275 00 Rehab 5y fining of 10"VCP 2002 E.McFadden,Suite#200,Santa Ana,CA 92735 259 5 L.A County Sanit.-San Antonio Trunk Sewer RehabiMation L.A County Saniation Districts Gwen Lem 310/638-1161 Bid No.02206 11/13/2003 S29,037.00 Rehab appx 336 to oG 12'NRCP 1955 Workman Mill Road,W:rttier,Ca 90601 260 6 L A.County Sank -Joint Outfall"H"Una 5A Trunk Sewer Rehabdr,atio Couch 8 Sons,L.P.for IA Courtly Sanitation Con:racl No 399E 111612003 $177.404.00 Rehab opx 18 If of 51'RCP and 146 If of 48"RCP 547 West 149th Street.Gardena,CA 90248 261 5 City of Los Angeles-South Los Angeles Cement Sewer Repair Vasr§dba Ivanko for the City of Los Angeles Iva 6261480.1442 SZC11154 12r1`2003 $26.358 00 Rehao of 684 If of 8' 15531 Arrow Highway,Irwindale,CA 91106 262 3 Baer Infiltration and Inflow Pilot Project(111) Gelco Services,Inc.for King County,WA C33043C 512 712 0 0 3 $26,600 00 19 Top Hats 3411 C St NE Suite 16.Auburn,WA 98002-1749 263 5 CIP 02-189 Myrtle Area Street Improvements Onon Construction,Inc.for the City of Hermosa Beach CIP 02-189 10/30/2003 $13.330.00 Rehab appx 310 fr of a" 9007 Center Avenue,Rancho Cucamonga.CA 91730 264 3 Capo Beach Priority I Sewer Lining Repairs Sancon Technologies for the South Coast Water District i 111912003 $11.100.00 5 Top Hats 5841 Engineer Drive,Huntington Beach,CA 92649 265 6 Sewer Systems Rehabilitation PPR/Repipe for the City of San Clemente 24200 12/912003 S31.875 00 25 lop Hats 5525 E.G!braltar Street,Ontario,CA 91764 256 3 Dana Poin:Sewer Hot Spot Lining Repairs Sancon Technologies for the South Coast Water District 12I17f2003 $29.925 00 21 Top Hats 5841 Engineer Drive,Huntington Beach,CA 92649 2137 3 La Habra Heiohts Trunk Sewer Wesco Infrastructure for the L.A.County Sanitation District 9/4/2003 $5.200.00 2'l op Hats 365 N.Van Ness,Torrance,CA 90501 Total Contracts:46 Average Amount$133,941.69 TOTAL 2003 to date: $6.161,313.00 $6,161,313.00 1=sewer,2=storm drain,3?opHats,S=HDP=lining,5=CIPP lining,7=lnseu Point Repairs,B=Channefiine,9=%ftc. Fumier in:orrna:ion will be supplied span request U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 254 2003 PROFILE JOB# (:ODF PROJECT NAME&LOCATION OWNER aridlor GENERAL CONTRACTOR CONTRACT BID AMOUNT START COMPLETE 2.40 3 City of San Diego-Chocola'e Canyon Emergency Sewer Repair KTA Construction for City of San Diego W.D.179051 $13.000 00 13 Top Hats 1920 Cordell C1,Suite 105,El Cajon,CA 92020 241 5 L.A.County Sanr.-Via Campesina Trunk Sewer Rehabilitaton L.A.County Sanitation Districts Jennifer James 3101638-1161 Bid No.02148 6/5/2003 $17.429.00 Rehab apex 171 9 of 12"VCP 1955 Workman Mill Road,Wtr .:tier,Ca 90601 P.O.No 51060 242 3 Redmond IrAttration and Inflow Pilot Project(UI) Pipe Exaens LLC for ling County,WA Dennis Smith 360,943-5840 C33048C 6/5/2003 $36.000 00 20 Top Hats 855 Trosper Rd - 108-190,Tu nwa er.WA 98512-8108 243 3 Mercer Island Infiltration and Inflow Pilot Project(111) Gelco Services.Inc for King County.WA C33047C 611012003 S342,500.00 225 Top Hats 3411 C St NE Suite 16.Auburn.WA 98002-1749 244 396 City of San Diego-Various SR#s Zondiros Corporation for City of San Diego SR#324352.54 6113/2003 $98.232.00 14 Top Hats and Rehab.Appx 1098 If of 8" 2401 208th Street.Suite C-8,Torrance.CA 90501 and 315893 245 3 City of San Diego Row and Easements,Ph B BRH Garver for City of San Diego K03105 7/15/2003 $1.258.675 00 000 Top Hats 6910 Mission Gorge Road,San Diego.CA 92120-2420 246 6 CreslGne Sanitation Dist.-CIPP Sewer Project Phase 2 County of San Bernardino Project No.980018 72312003 $93.425 00 Rehab appx 1.130 lt of 8' 112402 Industrial Blvd.,Bu"ding D,Suite 6,Victorville,CA 92392. 247 3 L.A.County Sanit.-Los Coyales Diagonal and Arradta-Sierra Madre L.A.County Sanitation Districts M:ke Tatalovich 310/638-1161 P.O 53069 67132003 $39.158 00 14 Top Hats 1955 Workman Mill Road,Whittier,Ca 90601 248 5 San Pedro Area Sewers Rehabilitation Project John T.Malloy for the City of Los Angeles W.O.SZC 11165 8/13/2003 $348,232.50 Rehab appx 11.055 N of 8' 3032 Bandini Blvd,Los Angeles,CA 90023 249 3 Trinity Manor-3940 Park Blvd.,San Diego.CA 92103 My Plumber 6/6/2003 $11.375 00 7 Top Hats 5490 Complex Street,Suite#603,San Diego.CA 92123 250 5 COy of San Diego-Construction of Sewer and Water Group 683 Orion Construction Co for the City of San Diego Rob Wilson 7601591-9181 K04493C 9192a03 $48,810 00 Rehab appx 510 P of 6' 1621 S Rancho Santa Fe Rd,San Marcos,CA 92069 251 3 CentraE Can:ra Costa San.lary District-Project C 5246-2003 CIPP Andes Construction for the CCCSD Dan Mayorga 510/536-7832 DP 5246 718/2003 $7.500 00 5 Top Hats 5305 E 121h Street,Oakland,CA 94601 252 3 Service Connection Seals Top Hats Emerald Bay Service District Cisco Fairs 949/494-8936 61172003 $14.250.00 15 7 op Hats Boo Emerald Bay.Laguna Beach,CA 92651 253 5 City of Los Angeles-EQ RPR SWRS U298 Williams Pipeline ContraLtors for the Crty of Los Angeles John Williams.Sr. E2002895 to 9/17/2003 $86.940 00 Appx 2,415 If of 8" P.O.Box 1120,SDmiS,CA 93066-1120 8051386-8606 E2002907 254 5 City of Los Angeles-EO RPR SWRS U274 Mladen Grbavac for the City of Los Angeles Mladen Grbavac 6 2613 55-1 3 5 0 F2002619 to 10/112003 S102,204.50 Appx 2.889 If of 8" P.O.Box 660219.Arcadia,CA 91006 E2002625 255 6 Cry of La Mesa-Sanitary Sewer Project S.C.Val ley Engineering for the Cry of La Mesa 6191444-2366 Bid No.02-08 520/2003 $29.400 00 Aopx 3201f of 6' _ IP O.Box 2848.El Cajon,CA 92071 1=Sewer,2=storm drain.3=7opHats.S=t-IDPE lining,5=CIPP lining,7=lnshu Point Repairs,8=Channeline.9=M3st Further int:^nation will be supplied upon request e� U-Liner West and National Liner Vilest divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 254 2003 PROFILE JOBS CODE PROJECT NAM-&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID AMOUNT START COMPLETE 222 3&fi City of San Diego-Sewer Replacemen:Group 2001-- V^- Ortiz Corporation for City of San Diego K03032C 1/912003 $38.310.00 Rehab apex 405 if of 8'and 3 Top Naas 788 Energy Way,Chula Vista,CA 91911 22.3 3 City of San Diego-La Jolla Project s 4 900-904 KTA Construction for City of San Diego $72.500.00 67 Top Hats 1920 Cordell Cl.Suite 105,El Cajon,CA 92020 224 B City of Laguna Niguel-Mt Rainer Drive City of Laguna Niguel P.O.d 19855 $22 984.00 Rchab appx 104 if of 18"RCP �27801 La Paz Road,Laguna Niguel,CA 92677 225 5 City of Port Hueneme-Pipeline Rehab Al NBVC Point Mugu City of Port Hueneme 2003.1 2125/2003 $101.305 00 Rehab appx 1898 If of 10'.466 If of 12-,and 135 If of 15- 250 North Ventura Road,PM Hueneme,CA 93041 226 3 Crty of San Diego-Linda Vista Trunk Sewer Phase 11 BRH Garver for City of San Diego 1/30/2003 $6.750 00 5 Sewer lateral connection seals wrth Top Hats 6910 Mission Gorge Road.San Diego.CA 92120.2420 227 6 City of Los Angeles-Santa Monx:a 8tvd.Transit Parkway IExcel Paving for C by of Los Angeles SZC11261 3/1412003 S59.499 00 W312003 Rehab.AEor0 601 If of 1a"__ P.O.Box 16405E Long Beach,CA 90806 E6000627 228 5 L.A.County Sanrt.-Western Avenuo-Trunk Sewer Rehabilitation L.A.County Sanitation Dist 42 Jennder James 310/638-1161 Bid No.02125 4/3/2003 $32,662 00 Rehab appx 761 If of 10"NRCP 1955 Workman Mill Road,Whtltier,Ca 90601 229 3 City of San Diego-4th Avenue BRH Garver for City of San Diego Damien De Laura 714/42B-4515 P.O.No.120901 10/23/2002 S8 400 00 7 Top Hats 2615 S.Rousselle Street,Santa Ana,CA 92707 230 5 City of Glendale-FY 2002-03 Street Resurfacing E.C.Construction for City of Glendale John Gavigan 5 2 6144 4-9 5 96 Spec No 3004 3/5/2003 $40.542 00 Rehab appx 13981f of 6"(Tnm protrtid;ng laterals as needed) 2213 Chico Ave.,South El Monte,CA 91733 231 5 City of San Diego-Sewer and Water Group 675 Dietrich Corporation for the City of San Diego Ed Shoemaker 61914474800 K03535C 412 4 12 0 0 3 $57 449 00 Rehab appx 281 If of 6",reinstate Laterals,point repairs 1243 Greenfield Dr.Suite H,Et Cajon.CA 92021 252 6 Crty of Bell Gardens-street Resurfacing FY 2002-03 [Silvia Construction,Inc.for the City of Belt Gardens Judy Sherman 9091481.8118 3/412003 $41.000 00 Rehab appx:500 If of IS" _ ;9007 Center Avenue,Rancho Cucamonga,CA 91730 233 5 City of Los Angeles-EQ RPR SWRS JJ344&U346 City of Los Angeles W O.E2002850.65 5J112003 5677,158 00 Rehab appx 9612 C of 8"and 304 If cf 10- 200 N.Spring Street.Los Angeles,CA 90012 W.D.E2002934-37 W.Q.E2002939-41 234 5 City of Paso Robles-Sewer Main Re-habititation MGE Underground for the City of Paso Robles Project No 03.03 51812003 S274,899.00 Rehab appx 2840 If of 6'and 3760 If of 8" P.O.Box 4189 235 3 City of Salem.OR-Sanitary Sewer IZeoair Gelco Services for the City of Salem.OR 4/29/2003 S25,000.00 10 Top Hats P.O.Box 17370,Salem.OR 97305-7370 236 5 City of Port Hueneme-Pipeline Rehab.At NBVC Point Mugu Crty of Port Huererne S45,546.00 Rehab appx 1.206 if of 10" 250 North Ventura Road,Port Hueneme.CA 93041 237 3 Boh Bros -New Orleans,Louisiana New Orleans,Louisiana 5/15/2003 S32,200.00 23 T op Hats 238 3 Lake Forest hark Infiltration and Irt9ow Pilot Project(M) Gelco Services,Inc for King County.WA C33046C 511312003 $179.250 00 128 Top Hats 3411 C St NE Sure 16,Auburn.WA 98002-1749 239 5 City of Los Angeles-EQ RPR SWR.s U269&U277 City of Los Ange!es W.O E2002571-81 5/21/2003 S1,449,464 00 Rehab appx 22.929 d of 8"and 1.210 If of 10" 200 N.Spring Street,Los Angeles,CA 90012 W.O.E2002649-61 1=sewer,2=storm dra.n.3=ToAHats,5=HDP=lining,6=CiP;'lining.7=1nsit3 Point Repairs.8=Charineline.9.-Mist Furiner information will be supplied upon request U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 254 2002 PROFIE JOB it CODE PROTECT NAMER.t-OCA.TY3M 4NtLlE4?astdfos C-F-N ?A.1-JSSITP.Af'TCI couTi�ACT ?M1 FIMO S8T 5T..RT C04dPi�G� 218 3&6 C.ty of San Diego-honh Harbor Drive Zondims Corporation!or City of San Diego K02222C $57.228 50 Rehab appx 1,109 If of B_wl CII'P Lining - 2401 208th Street.Suite C-B,Torrance.CA 90501 -------- 219 6 City o!Rancho Palos Verde-Drainage and Landslide lCity of Rancho Palos Verde 559.946.00 Stabilization-18"and 24`Storm Drain Renabildation _ 220 5 L.A.County DPW-99th Street,at al sewer rehab L.A.County Dept Public Works SMDAC00087 1211012002 S469.997.00 Rehab appx 14.675 It of B"w1HDPE Lining 900 So.Fremont Ave,Alhambra,CA 91803 626/458-3148 221 3 Cify San Diego Sewer Grp 6233 BRH Garver for City of San Diego 619/265.0537 x112 1211212002 $7.000 00 /212712002 Seal Connections vAth a CIPP Top Hat 1010 2nd Ave„Ste 500,San Diego,Ca 92101 Total Contracts:41 Average Amount:$178.835.26 TOTAL 2002 to date: $7,315,725.69 $7,315,725.69 1=sewer,2=storm drain,3=TopHats,5=HDPE lining,6=CIPP lining,7=lnsitu Point Repairs,B=Channeline,9=Mist. Further information will be supplied upon reouesi U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 254 2002 PRO=rLE JOB 4 _CODE PROJECT NAME&LOCATION _ _ OWN^R and/or GENERAL CON T RAC1 OR CONTRACT BID AMOUNT START COMPLE i E 700 5 City of I A -EO RPR SWRS U-361&U-364 Prkaran for City of L A Hassan Masoud 2131847.8565 F70D2R%-2e59 611912002 S277.331.S13 5JW2003 Rehab appx 6,9t1'-8"&410'-12"sewer main w1HDPE Lining 650 So Spring St,&e 1000.1 os Angeles.CA 90014-1918 E2002996-3006 207 6 City of San Diego-Swr Group 553 EI Cajon Grading&Engineering for the City of San Diego Ko2230C 719/2002 $86.776.00 iitehab apex 76215 of 6"Swr main w1C1P� _ 1D7D Second Ave,Ste 500.San Diego,CA 92101 wo 9173461 202 6 City of El Cajon Ccrrugated Meta!Pipe Lwg ;Parihc SoWest Const for City of El Cajon Duke Duquette 619/4e 1-1653 2664 6125/2002 S51,569 00 10/10/2002 i01 1 812 0 0 7 IC aPpx 37V-18"w/CIPP Lining _ 1200 E.Ma:n St,EI Cajon,CA 92020 2C3 5 Fair Oaks Ranch.Sracl DS510 Pardee Y.omes Wade Lewis 3101475-3525 611612002 $80.118.00 9/9/2002 9/23/2002 Rehab appx 243'-10'&1.287'-12'w✓•rIDPE Lining 10880 Wilshire Blvd,Ste.2000 -Si.896.00 204 5 City of L.A.-EQ RPR SWRS U-345 Vastlj Inc,dba Iva»ko for Cry of L.A. Hassan Masoud 2131847-8565 WOp F2002924 2113/2002 $43.056 00 10/10/2002 Rehab appx 1.196 If -8-in sewer main w1HDPE Lining 650 So.Spnng St,Ste 10DD,Las Angeles,CA 90014-1918 to E2002933 SS7.34B.00 205 5&6 City of L.A -EQ RPR SWRS U-352&U-355 Vasill Inc dba lvanko for City of L.A Hassan Masoud 2131B47-8565 7/1712002 S526,224.00 Rehab appx 3,090'-8"&1 334'•1 D'sewer main w/HDPS Linin_a_____,650 So.Spnng St,Ste 1000,Las Angeles,CA 90014.191 B Land a px 1,010 Ft-15`w1C!PP Lining 206 5 City of San Diego-La Jolla Shores Dr.lTorrey Pines Swr Improv T C.Construction Co.,Inc.for City of San Drego Mike Arnold K02D32CA 3/21/2002 $54.953.00 Rehab appx 1,2h0 If-8"swr main w1HDPE Lining 1010 Second Ave,Ste.500,San Diego,CA 92101 619/533.3754 207 6 FC—rtyof Esrmndrdo-The Woh"ord Penrmck I Weir Construction for City of Escondido 7601839A651 191620552 B11312002 $69.850 00 Rehab appx 8D'-18"&200'-24"euiverl wrlh_CIPP Lining 201 No.Broadway,Escondido,CA 92025 20.9 5 City of Glendale-01107 Annual Street Rehab Program,Ph 1 Security Paving for City of Glendale Lucien J.LeBlanc.P E. 2916R 8/14/2002 $118,748.00 Rehab apex 2551'-8".41 V-10',471'-12"w/HDPE Lining 633 E.Broadway,Room 205.Glendale,CA 91205 818/548.3945 209 6 Cily of Chula Vista.Rehab CMP along 55h Ave. City df Chula Vista Sarrir Nuhaily,P.E. 40844 9/412002 $109.725.00 iRehaD apex 425-22"x13'&110'-18"CMP w1CIP?Lining 1276 41h Ave.,Chula Vista,Ca 91910.2631 60/691-5021 210 5 L A.County Pubic Works-La Alameda Ave.et al,Sanitary Swrs L.A.County Dent Public Works Zaven Abrahamian SMDAC00063 9117r2002 $46.119 00 Rehab appx 1.311 If of B"w/HDPE lining 900 So.Fremont Ave.Alhambra,CA 91803 6261458-3148 211 5 City of L.A.-EQ RPR SWRS U-280&U-332 Wdbams Supply Co.for City of L.A. Hassan Masoud 2131847.8565 E200?606-701 911 B12002 S131,504.00 7/25/2003 Rehab appx 2,659'-8",56'-10"&336'-12`Swr main w/f APE 650 So.Spnng St,Ste 1000,Los Angeles,CA SW14.1 g18 E2003239-251 212 5 City of L A.-Weymou'h Ave.Emergency Swr Repairs Bali Constriction for Crly of L.A. Hassan Masoud 2131847 8565 SWC00137 9!1712002 $17.250 00 10f%0002 1052112002 Renab appx 2601f of 8"VC?w1HDPE 650 So Spnng St.Ste 1000.Los Angeles,CA 90014-19n $690.00 213 5&6 City of I-A.-EO RPR SWRS U-328&U-329 Matthew&Stewart Ca for City of L.A Hassan Masoud 2131847-8565 E2003194 1019/2002 $236.386 00 Rehab appx 312C'-8"w1HDPE Lining and 650 So Spnng St,Sic 1000,Los Angeles,CA 90014-1918 La 1S"x B14 trof w/cmp Lining.. 274 G Table Rock IiOA,Laguna Beach IBay View Management Mane Renleria 9091806-9110 101812002 $i 1,319 00 101151,2002 1712612002 Renao appx 142 If of 12"CMP Storm Drain w/CIPP Lining i 16635 Algonquin Street,Suite 637.Huntington Bch,CA 92649 S3DO OD 215 S&6 L A.County Sam.-Cameron Trunk Sw-Sect 4 Rehao.W.COVina L.A County SaMalinn List#2 Mike Tatalozich 3101638.116'.x-6B07 3941 1 D124/2002 $84.061 00 Rehab_appr 556 If of_12"w/HDPE Lin:_ng and _ 1955 Workman Mill Road.Whittier,Ca 90601 S1 68D 00 faPpx 287 If of f0"w1CIP?Lining 216 5 C:fy Half Moon Ray- Pn 2 Wastewater Collection Sys Rehab D'Arty&Harty for City of Half Moon Bay Nancy Kyser GPAL021102 1111/2002 $273.263 00 Rehab apex 5697-6"&636'-B"w1HDPE Lining 601 Main St,Half Moon Bay.Ca 94019 650f776-8260 217 3 City d San Diego-Sewer Group 672 Scheidel Contractrng for City of San Diego K022086C 1012312002 S253,205 00 60 Top Hats 3025 Camino de]as Piedras,El Cajon.CA 92019-2854 U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 254 2002 PROFILC JOB it CODE PROJECT NAME&LOCATION OWNER andfor GENERAL CONTRACTOR CONTRACT BID AMOUNT START COMPLETE 2002 - - - - - 160 3&7 City of San Diego Row and Easements,Ph A Insitu`.orn Tech.for San Diego Metro Wastewlr Douglas Cook K028086C 4/2612002 $1.735.950 00 911612002 Install appx 1.713 TopHats&apox 79 Insttu Point Repairs 9192 topaz Way,San Diego.CA 92123 8581654-4212 wo#174501 182 6 Cal i rans-RPV Storm Drain Rehab Colich&Sons,LP for CalTrans Grant Wood 3731770-2920 11312002 S45,500.00 1/15/2002 1/3112002 Rehab appx 16D if_30__CMP w1CIPP Lining — __120 So.Spring St,I os Angeles.CA 90012 2131897-3631 183 6 !Cancelled I K001005 12/1812001 184 5 Camp Pendleton MCB-Pump Sin Repays SEA PAC Engrg for Dept of Navy D.Metts N687-99-D 1119f2002 $55.425 00 2/1/2002 2/2812002 Rehab appx 1.0891t of 8'sewer pipe wrriDPE Lining Dept of Navy,1220 Pacific Hwy.San Diego,CA 92132-5190 6443 S 1,070 90 185 5&6 City of L.A.EO U-279&U-370 Tomovich Construction for City of Los Angeles Hassan Masoud =2002671-85 22D/2002 $320.079 D0 5/15/2002 Rehab appx 5.780'-8". 1,571'-10'&_176'-12"wfHDPE Lining.____ 200 No.Spnng St,Rm 355,Las Angeles,CA 90012 213/847-8565 E2003052.64 ,and appx 893 H-15'w/CIPP l vttng __ . 186 5 City of L.A EQ U-347 Williams Supply for City of L A Hassan Masoud E2002942-49 2r2712002 S103,450.00 8/V2002 9130/2002 Rehab appx 1,97V-8"&664'-10"sewer pipe w/HDPE Lining 200 No.Spring St.Rm 355.Los Angeles,CA 90012 2131947.8565 -S22,564.71 187 5 Cey of Huntington Beach-Misc. Swr Lining Phase I C1ty of Huntington Beach Todd Broussard 7 1 41536-54 3 1 CC No.1170 3/5/2002 S796,499.00 011/2002 11130/2002 Rehab appx 25,983'-8",351'-10"&636'-12'wIHDPE Lining 2000 Main Street,Huntington Beach,CA 92648 -$69,96D.00 188 5 City of L.A EQ U-301&U-303 Williams Supply for City of Los Angeles Hassan Masoud E2003163-170 3113/2002 $34.476.00 8/1512002 1013112002 Rehab appx 884 If of 8"w1HDPE Lining 200 No Spring St.Rm 355,Los Angeles.CA 90012 213/847-8565 E2003124-130 S16.224 00 189 6 Re!tab of Dist No 5 Main Trunk County San1at!on Districts of L A.County Calvin Jin 3101638-1161 PO#28077 228/2002 S26,644 00 512412002 613012002 Rehab a px 152 If of 15-in w/CIPP Lining _ 11955 Workman Mill Road.Whittier,CA 90601 x-6803 190 5 Cry of L A.EQ U-349,U-350&U-351 John T.Malloy for City of Los Angeles Hassan Masoud 2 1 3184 7-8 56 5 E-2002761 3127/2002 $386.740.51) Rehab appx 9,239'-8"&959'-10" wIHDPE Lining 200 No Spring St,Rm 355,Los Angeles,CA 90012-4801 191 5 Sotedad Canyon Trunk Swr Secton 4 Rehab County Sanitaaoa Districts of L.A.County Matt Z.urn 5621699-7411 PO#28662 3/272002 S25,099 00 512412002 6/3012002 Rehab appx 277If of 15'w/I.DPE Lining 1955 Workman Mill Road.WhCuer,CA 90601 x-3512 Bid#01967 192 5 Forecast Homes,Hemet Clearwater Pipeline,Inc. for Forecast Homes Steve Gannon CPI JN 867 2/1312002 S19 270.00 5/812002 5/3112002 Rehab appx 205 it of 8"wfHDPE Lining 3838 Brennan Ave.,Perris.CA 92571 909/857-2829 193 6 Fc—sly of LA."City Hall Storm Drain Rehab L Hill&Pico Miramontes Constr.for City of Los Angeles Hassan Masoud SZ511183& 1116/2002 $119.695.00 5/16/2002 7/31/2002 [r7ehab appx 485 11-15"&appx 365 If-27"RCP w/CIPP Linin 200 No.Spring Si,Rm 355,Los Angeles,CA 90012 213/847.8565 SZS71185 $1.682.50 194 5 City of L.A -FQ RPR SWRS U-323&U324 Williams Supply for C'y of L A Hassan Masoud 2131847-8565 wo E2003184-93 5/812002 S145,167 50 Rehab appx 3495 0-8`&270 If-10"w/HDPF Lining 200 No.Spring St.Rn1 355.Los Angeles.CA 90012-4801 &wo E20031 3 1-4 1 195 5 City of San Diego-Catalina Pump Sin W M Lyles for City of San Diego Ed Fordan 6191533-4195 K02097C 6118/2002 S58,035 00 Rehab appx 3631`-16"w/HDPE Lining 101 D 2nd Ave.#50D,San Diego,CA 92101-4998 W.O.#185791 196 6 Sunset Beach Sanrary District-Mrigation W.Infirratron Sunset Beach Sanitary-District Ray Lewis,Engr 94914971580 5/612002 S112,539 00 5/1812002 Rehab appx 1,631[f of 6"w/CIPP Lining PO Box 1185,Sunset Beach,CA 90742.1185 197 5 City of L A -EQ RPR SWRS U-367 Vasilj Inc,d'oa lvanko for City of L.A. Hassan Masoud 213/847-8565 wo F200322-28 2/151,2002 S115,31Bp 00 513112002 Rehall appx 791 If -8-in sewer main w/HDPE Lining 650 So Spring St S!e 1000.Los Angeles,CA 9001e-1918 &wo E2003061 198 6 Cry of San Diego-Co:ontail Lane Swr it—hzrn Sim J Communications lnc,for City of San Diego Regan Owen K02093C 413012002 S4'1 411 00 iiV.hab an 521 If•8"swr maim w1CIPP Lining 11010 Second Ave,Ste 500.San Diego.CA 92101 6191533-5205 wp 4175991 199 6 Lity o'San Diego-Swr Group 612 Metropolilar.Consi for City of San Diego Mahmoud Onclat 6191533-5732 K02224C 7!312002 5117.567 I10 RRehab appx 76811-6" and 69 If-8"swr main wICIPP Lining 1010 Sccono.Ave.Ste.500.San Diego.CA 92101 wo#175261 U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 254 2001 PROFILE JOB# CODE PROJECT NAMF&LOCATION __ . __._._OWNER andlor GENERAL CONTRACTOR _ _ CONTRACT BID _ AMOUNT START COMPLETE 173 5 L.A.County Santation-Figveroa St Relief Trunk Swr Mike Bubalo Const. for L A County Sanitation District N0.2 3850 812312001 559,708 00 5/1/2002 7/31/2002 Rehab appx 1.298 If of 12"w1HDPE Lining 1,955 Workman Mill Rd,Wn tier,CA 3101638-1161 x-6306 174 5 Lake Oroville State Recreation Area,Butte Counly Duke Sherwood Contr Inc.for CA Dept ParkslRec. Matt Teage 813112001 6419.991.00 2/112002 3/31/2002 Renab 3,23B'-6',2.069'-0'.3.428'-10"&991'-12"w1HDPE Lining One Capital Mall,#500,Sacramento,CA 95814 5301538-2364 $8.839 70 175 6 City San Diego-Sewer Group 539 BRH-Garver Inc.for City of San Diego John Ousar KO1067C 91412D01 $271.59O.OD 211120D2 11/3012002 Lhab appx 1_5?0 C-24"sewer main wlCIPP Lining �1010 2ntl Ave,#5q0,San Diego,CA 92101 6191533-7443 332,292.04 176 6 Vallejo Sarlitatiori-RDI/I Reduction-Area 5 i KJ Woods Construction for Vallejo Sanitation John Ashley 8/912001 5247,462 50 211/2002 413072002 Rehab appx 490,11 of 1 S"with CIPP Lining 1450 Ryder st,Vallejo.CA 94590-7217 5411758-0235 exI.3488 -5134.732 50 177 5 City L.A.Harbor District CSRP Un:5 Swr Rehab Mike Prl;ch&Sons Inc. for City of L A David Lee SZC 11241 8123/2001 5113.901.75 10/22/2001 12/3112001 Rehab appx 1,633 If of 8'with HDPE Lining 200 No.Spring St,Rm 355.Los Angeles,CA 90012 2131B47-8957 178 6 City San Diego-Sewer Group 2001)(690&699) IOnon Construction for City of San Diego Nabil Batts K02019C 111212001 5150.674 00 11/112002 Rehab appx 1,208 If-8"sewer main wICIPP Lining I1010 2nd Ave,#500.San D:ego.CA 92101-4998 6191533-5191 179 6 Cry San Diego-Sewer Group 677 S.C.Valley Engrg.Inc for Ciy of San Diego K02018C 161412001 552,310.00 Rehab appx 285 If-8'sewer main w1CIPP Lining 1010 2nd Ave,#500,San Diego,CA 92101-4998 6191533-5191 WO 174351 Imorov ;S C.Valley Engrg,Inc for City aT LaMesa Drss Elwardi Bid 05-01 11/6/2001 $12.5,899.00 4/112002 11110l20g2 ISO 5 Crty of La Mesa-Jackson Dr.Swr Rehab appx 866 8:6"440 It-8-&540 If_10" w1CIPP Lining i 8130 Allison Ave,La Mesa,CA 91941-5002 619/667-6611 $85.365 00 181 6 FCny pf San Diego Sewer Group 697 I Ortiz Corporation for City of Sao Diego Joan Brno 61 914 8 2-4 2 8 8 K02027C l l 71200l 599.756 00 (Rehab appx 906 If-6If 6wlCIPP Lining 1010 2nd Ave,#500,San Diego.CA 92101-4998 6191533-5191 wo 175331 Total 24 Contracts. Average Amount$102,239.35 TOTAL 20D1 to date, $2.453,744.55 $2.453,744.55 1=sewer,2=storm drain,3=Water,5xHDPE lining,6=CIPP lining.7=CCTV or mist Further information wi:l be supplied upon request U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 254 2001 PROFIT F JOB# COUP PROJECT NAME'&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID AMOUNT START COMPLETE 2001 155 5 Cry of San Diego Sewer Group 637 Dietrich Corp for Cry of San Diego Ed Shoemaker 61914.47-4800 K99224C 113/2001 $9.860.00 2/1517001 2/2812001 Rehao anpx 116 If of B"by HDPE Lining 600 B Street,Ste 800.San Diego.CA 92101 156 5 Caltrans-San Diego CA Rasmussen.Inc Ron Gaines 619/641-9281 11-048664 1/12/2001 $14.145.00 2115/2001 2/28/2001 Rehab appx 123 If of 8"by HDP-Lining 4628-401h St.Son Diego,CA 92116 157 6 City of Redondo Beach,Basin III Sewer Rehab ARA Engineering for City of Redondo Beach Steve Huang 211/2001 S15,960.00 2/512001 2/28/2001 Rehab appx 84 If of 12-inch by CIPP Lmm __ �415 Diamond St.Redondo Beach,CA 90277 3101318-0661 158 6 City Los Angeles-Warner Ave.&Edgereyey Ct Papac Construction Co.,Inc for City of L.A. SzS 11180 218i2001 318,104.00 3/1/2001 3/31/2001 Rehab appx 146 if of 12 inch by CIPP Lining - 1200 No.Spring St.Rm 355,Las Angeles.CA 90012 2131847-8565 159 6 Cry of Compton-Alondra Blvd Pavement rjehab B Sequel Contractors.Inc for City of Compton Augustus Ajawara 3/117001 $159.906.00 101117001 1/3112002 ehan appx 3514 If of 8"to 1 B"wr!n CIPP Lining �205 W.Willowbrook Ave,Compton,CA 90220 3101605-5507 160 3 see year 2002 161 5 Cry of San Diego-Home Ave Accel Swr Repair Cal-Southwest for City of San Diego Luis Duenes 858/627-3262 K99263C 3116r7001 $32.286.00 1111/2001 212812007 Rehab appx 4901t of 6" &182 If of 8"w/14013=I-inino 600 B Street.Ste 800,San Diego,CA 92101 $21.721.52 162 5 �L.A.C:ourlty Sanr.-Lamanda Park Ext Swr Rehab IL A.County Sanitation Dist#16 Sam Espinoza 5621699-7411 16 O8 06-32 312912001 5152,548.00 811/2001 713112002 Rehab 254'-27 10'-24".252'-72".206'-18"W/CIPP Lining i 1955 Workman Mill Rd.Whittier,CA 90607 163 7 Cry of San Diego-Sewer Gioup 660 Cal-Southwest for City of San Diego John Brio 8511U13 0533 K20068C 5/112001 S1,322.46 12/15/2001 12/31/2001 CCTV at Time and Material Rates 600 B Street,Ste 800,San Diego,CA 92101 164 6 (.'•ity of San Rucraventure-Sunset Dr-S[Dm7 Brain Rpr !City of San Buenaventura Andrew Brozyna 805/654-7743 Spec 2001-101 4/25/2001 S79 729 00 6/15/2001 9/30/2001 Rehab appx 3361f of 30'Drain wICIPP Lini —:501 Po!i St,PO Box 99.Ventura,CA 93002 165 5 City of Los Angeles-So Central Area CSRP Unr 2 Tomovrch Construction for Coy of Los Angeles Thomas Woo SZC11153 5117/200 i $33.805.00 11250002 1/3112002 Rehao appx 1080 If of 8"with HDPE Lining 200 No.Spring St.Rm 355,Los Angeles,CA 90012 2131485-0952 166 6 C"y 1-A •Sarafre Dr/Casale Dr.Sturm Drain !Lee Construction Co for Cry of L.A Rick B05/S22-5195 EXX51409 5/16/2001 540,068.00 11/1512001 12/3112001 Rehab anpx 212 If of 18"Drain w/CIPP Lining- 1200 No.Spring St,Rm 355,Las Angeles,CA 90012 213/847-8565 167 5 Job cancelled 16B 6 Artesia Extension Trunk Sewer i L A.County Sanitation District Chuck Boehmke 3101530-1161 6/25/2001 $47,095.25 911/2001 913012001 Re112 b anpx 373 If of 18"VCP w1C1PF+Linr - 11955 Workman Mill Rd.Whittier.CA 90807 169 5 L.A County Public Works-Princeton St,City Terrace L.A.County Dept Public Wanks Harout Kassabian 6261458-311 B SMDAC0079 7/3/2001 S759,253.00 11/1/2001 2/28/2002 Rehab appx 10 362 If of 8"w/HDPF.lining 900 So.Framcnt Ave,Alhambra,CA 91803 170 5 Monterey Park- Sanitary Sewer RepaaslRehab City of Monterey Park V BBrr:ludez 818/307-1325 Spec no.693 7/17/2001 S81.493.00 8/1/2001 10/31/2001 Rehab appx 1.515 if of 8"w/HDPF I fining 320 W Newmark Avenue,Monterey Park,CA 91754 ,71 5 cancelled $0 00 172 7 Coy of Los Angeles -'-A=Q RPR lJ-2/6 John T Malloy,Inc Justin Malloy 323/780 9041 WO E-2002487 8/16/2001 515.000 0u 111V2001 11/30:2r1O1 CCTV appx 30.000 If of 8"VCP 700 No.Spring St Rm 355.Los Angeles.CA 90012-4801 1=2002493 S2,865 B5 1=sewer,2=storm dram,3=Water.S-HDRF Iimn3,6=CIPP lining,7-CCTV or mist U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 254 2000 PROFILE JOB# CODE PROJECT NAME&!OCATION OWNER and/or GEN=RAIL CONTRACTOR CONTRACT BID AMOUNT START COMPLETE 143 5 cancelled SZC11222 51412000 S0.00 cancelled 144 5 cancelled BRH-Garver Inc for City of San Diego 619/265-0537 cancelled 145 5 City of San Diego-Sewer Group 635 BRH-Garver Inc for City of San Diego 61 9126 5-0 53 7 K200B3C S22,588.00 1011/2000 1o13112000 Rehab appx 1861f of 6-in sewer by HDPE Lining 6974 Mission Gorge Road,San Diego CA 92120 WO#173381 $1.722.00 1�5 5 City of L.A.-El Sereno Area Sewer Rehab Vasil./Cons1.for City of Los Angeles 9091599-2845 SZC 11221 819moo S40 462.00 2/1/2001 2128/2001 Rehab appx 107 If-6"&1094 0-B"sewer by HDPE Lining 200 No Spring St,Rm 355,Los Angeles,CA 90012 2131847.8565 -S5.018 20 147 6 City of L P,.-Figueroa7Wadswwth etc CSRP Tomovidh Construction for City of.Los Angeles 5261443-3627 S7.C11208 B/912060 $34.779.00 3/15/2001 4/30/2001 Rehab a ox 782 f;-8-in sewer main by CIPP Lining- 200 No.Spnng SI,Rm 355,t os Angeles.CA 90012 2131847-8565 432000 148 5 Rancho Palos Verdes-Sad View&Seebreeze Ave. Pacift- Heritage Development Homes,Inc. S491292-4528 16.016 000 $35.900.00 7/15/2000 8/30/2000 Renab appx 787 If•8-in by HDPF,Lining 15707 Rockfield Blvd,Ste 255.Irvine.CA 92618 -$262 90 149 7 Miscellaneous Time and Material jobs Various S7,756.51 1213112D00 150 5 Job Cancelled Bid K01013 S0.00 cancel!ed W 0.01744B1 151 6 PCH&Daisy,Long Beach Siphon for County SanRetion TL Pavlich Construction,Inc Tom Pavlich 9091425-B680 10/15/2000 $63.272 00 111112000 11/30/2000 Rehab appx 294 ft.of 33-in VCP Siphon by CIPP Lining -— 7256 Weaver St.Highland,CA 92346 152 5 San Diego Metro Wastewater-Catalina BI Trunk Swr Ph D Ortiz Corporation John Bato 6191462-4288 Bid K01107 10119/7000 S97,240 00 6/1/2001 2128/2002 Rehab appx 3,2501f of 8-in swr by HDPE Lining P O Box 5574.Chula Vista,CA 91912 S12,219.20 153 6 !City San Francisco-7 hird St.Sewer Improvments Ph III Harty Pipelines Inc. 415/5B5-6023 CW234 9/28/2000 S36.294.00 31112001 3131i2901 f Rehab appx 276 If of 12"by CIPP Lining — — 4085 19th Ave.San Francisco,CA 94132-3054 154 5 City of San Diego at Florida St.Florida Cl So.Calif.Underground Contractors Jim Jackson 619/584-7193 SCU k636 11122/2000 $19.150 00 116/2001 1/31/2001 Rehab appx 250 If of 6"by HDPE Lining P.O.Box 1747,Brea,CA 92622-1147 $13.712 71 1=sewer,2=storm drain,3=Water.5=-lDPE lining,6=CIPP lining.7=CCTV or mist Further information will be supplied upon request Total 26 projects. Average Contract amt: $97.113 TOTAL 2000 to date_ S2,524,928.90 S2,524,92B.90 U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 254 2000 PRO,FILE J09 k CODE PROJECT NAMF&LOCATION _ _ __ OWNER andlor GENERAL COW RACTOR CONTRACT BID AMOUNT START COMPLETE 125 6 City of L.A.-Chantilly Stradella /Atlas Underground Co.for Crty of L.A. H.Loya 9091465-5710 WO E4000277 1f712O0O S95.564 00 Gr1!'2(1Q0 713112000 appx 212'of 30".5'of transition&7.o'of 47."by CIPP —'—]Atlas O.Box 951,Chino,CA 91708-0951 126 6 Palos Verdes No.SloW Trunk Swr Secl.2 Rehab iL A.County Sanitation District 562l699-7411 1125/2000 $79 329.00 7/112400 8/31/2000 Rehab appx 653 If of 10"conc p-pe swr rehab by CIPP 11955 Workman Mill Road,Whither,CA 90601 127 5 City of L.A.-Fmerg Swr Mt.Angeles/ElevadD&Evadale M.Grbavac Construction for City of Los Angeles 6261355-1350 SZC11207 t127120DQ $23.966.00 3/112000 3/31/2000 rehab appx 187 If-6"&appx 1271f 8"by HDPE lining 1235 Ramona Rd,Arcadia,CA 91006 -5646.91) 128 5 Cny of San Diego-Swr Grp 473 Ameia Cons:motion,Inc.,for City of San Oiego 21412000 $25.296 00 3/1/206t 313 112 00 1 rehab appx 272 If of 6"sewer man by HDPE Lining 1215 No.Marshall Ave.,El Cajon,CA 92020 -51,209 00 129 5 Holly Hilis - Cohch&Sons bor L.A.County 6 2614 58-3 1 1 8 S262.625 53 1/512001 713112D01 900 So Fremont Ave,Alhambra,CA 91603 Angela George 13D 5 L.A.County Public Works-Grape Street Sar•.r:ary,Sewer L.A.County Public Works 6 2 614 58-3 1 1 8 CC 2016 318/2000 $189.487.50 511/2001 813112000 Rehab appx 4.555If of 8-in by HDPE lining 900 So.Fremont Ave,Alhambra,CA 91B03 Angela George $1.997.59 131 5 L.A.County Public.Works-Tranras Zone Sanitary Swrs L.A.County Public Works Angela George 6261458-3118 CC 2022 3/2812000 $230.865.00 511/2001 9130120DO Rehab appx 7,016 F of 8"&2691f of 10'HOPE lining 900 So Fremont Ave,Alhambra.CA 91803 -52.192 83 132 5&6 L.A.County Public Works-Manna del Rey Santary Swrs LA.County Public Works Angela George 626/458-3118 CC 2020 41412D00 $276.069 DO 11/112000 Y3112001 Rehab 8-&10"by:-1DPE&2.329 If of 12"&15"w/CIPP 1900 So.Fremont Ave.Alhambra,CA 91803 52B.345.00 133 5 City of L.A.-Emerg Swr Russell Ave M.Grbavac Construction for City of Los Angeles 6261355-1350 SZC11182 411212000 $31,702 50 911512000 10/31/2000 rehab aapx 461 Off of B"sewer by HDPE Lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 2131847.8565 -S609.75 134 5 City of Los Angeles -Eagle Rock CSRP,Unit 2 Vasdj-Ivanko,Inc,for Crty of Los Angeles 9 0915 9 9-2 64 5 SZC11129 4/26/2000 $26,857.01) 9115/2000 1213112000 Rehab appx 684 If of 8-swr HD?E lining 200 No Spring S:,Rim 355.Los Angeles.CA 90012 213/847-8565 S36,405.78 135 5&6 City of Las Angeles -LA EQ RPR U-260 John T.Malloy,Inc for City of Los Angeles 3231780.9941 WO E2002487- 3/28/2000 $129.725 00 a/112000 1013112000 Rehab apox1458'-8-rn&291'-12-in by qpElining 200 No.Saying St,Rim 355,Los Angeles,CA 90012 2131847-8565 E2002493 S46,017 00 �_ _ oral appx 330 If-18-in&appx 397 If-20-in by Cli_P 136 5&6 City of San Diego-Accl Sewer Reof Prot 02 DJF Construction for City San Diego Eddy Wibowo 6191990-3979 i(20043C 5/20/2000 S318,860.00 11/1/2000 4/3012001 Rehao appx 513It of 6"&7361f of B"wnIDPE Lining _ 9485 Aero Dr,San Diego,CA 92123 -S17,780.70 Fan q 203 ff of 1B'CPM Drain w/CIPP Lining 137 5 City of San Diego-Sewer Group 661 B So Cat Underground for City of San Diego J.Jackson 5120/2000 S12.43000 3/1/2001 3/3112001 Rehab appx i 10 0-6"swr pipe by HDPE faring 1010 2no Ave,Ste 500,San Diego,CA 92121 138 5&6 City of San Diego-Sewer Grouo 663 Foss Envtrarmentat Setvltces Robert Russ0 619233.29133 5120f2000 S12,980 U0 '1 11112000 713112002 12ehab�ox 110 If-6"&351 If 6-swr pipe by HDPE lining 909 E.Harbor Dr.,San Diego,CA 92101 S59,875.75 and appx 22D If 6"with CIPP Lining 139 5 CSUL9 Technology Park-for City Of t Ong Beach Sully-Milrer Jaime Gonzalez 714/578-9626 JN 20042C 4/25/2000 $10,594 00 1/6/2001 1/31/2001 Rehab appx 108 If-8'swr Dipe oy HDPE lining 909 E Harbor Dr.,San Diego,CA 921 Of $392 00 140 7 i icllynrtls Drain.Unit 5-A - L.A.County DPW So Cal Underground Ge 6191594-7193 5/20/2000 S13 085 00 7M/2000 9/30/2000 Contractor used pipe-bursting,but paid material&Sup't lime 909 E.Harbor Dr.San Diego,CA 92101 -S62,772 00 141 5 Cny of Los Angeles -LA ECI RPR U-253 Williams Supply for City of Los Angeles 8 0 516 54-8 20 2 E2002378.2381 3/14/2000 S 1/,550 00 61112000 111:3012000 Rehao appx 3.202 If cf Erin&'103 It-12" swr pipe by HDPE lining 200 No.Soong St.Rrn 355,1 as Angeles.CA 90012 2131B47-8565 S109 171.75 142 E City of Mill Valley-2000 Sanitary Sewer Rehab TGH Pipeiines Inc. Jerry (415)945-32B8 4/15/2000 S231 318 50 10/1/2000 1213112000 Rehab 6-in,10 in&12-in oy HL)PE Lining PO Box 38.Larkspur.CA 94977-0038 -S 101.759 14 U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 254 1999 PROFILE JOB H CODE PROJECT NAME&LOCATION OWNER andlor GENERAL CONTRACTOR CONTRACT BID AMOUNT START COMPLETE 1999 119 5 City of Los Angeles -Hollywood Area Swr Unit 1 Prkacin Co.for City of L.A. 94914 9 5-4 8 4 9 WO SZC 11 135 11/10/1999 $157.187 00 21112001 4/30/2001 Rehab appx 2579'-8"&1712'-G'pipe by HDPE lining 200 No.Spring St.Rm 355,!-os Angeles,CA 90012 213/847-8565 $87.985 00 120 5 City of Los Angeles-Lowry Street Emerg Sewer Rpr Clarke Contracting for Cray of Los Angeles,Ca 3101542-7724 $13.552 00 10/15/1999 t 111/1999 Rehab appx 154'1 of 6-in p:pe by HDPE Lining 4646 Manhattan Beach Bl,Lawndale,CA 90260 121 5 San Diego County Wir Auln•Sewer Group 638 DJ=ConSruction for Sar.Diego County 6191682-41 DO K20023C $82.540.00 5/1/2000 613012000 Rehab appx 520'-8'&400'•6'pipe by HDPE:lining 3211 F f h Avenue,San Diego,CA 92103-5718 •510,803.94 122 6 City of Los Angeles-Marquez Right of way CoL•ch&Sons for City of L.A 3231770-2920 WO SZS11151 3126.100.00 2/1/2000 5/3112000 Rehab a ox 260 t of e2-in eCIPP LininMc_ — 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 -$4,815.96 123 5 L A.Zoo-Red Apes of the Rainforest Project 9572 S.J.Amoroso Const.-Kenn Speer 3231906-1523 572 $25.800 00 1/112000 113112000 Rehab appx 280 If of 10'&12"pipe by HDPE Lining 2.75 E Baker St reef,Ste B.Costa Mesa,CA 92626 -$3.675.00 124 5 City of L.A.Emerg Swr Rpr-Pacific Palisades M Grbavac Construction for City of Los Angeles 6261355-1350 WO SZS 11207 12/23/1999 $78.246 00 1212411999 12/31/1999 Rehab appx 1382'-8"pipe by HDPE lining 200 No Spring St.Rm 355,Los Angeles,CA 90012 2131847-8565 -S1.167 40 1=sewer,2=storm drain 3=Water,5=HDPE lining,6=CIPP lining,7=CCTV or mist. Further information vA!l be supplied upon request Total 41 projects. Average Contract amt $144,276.93 TOTAL 1999 to date: $5,915,354.02 $S,915,354.02 U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 254 1999 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID AMOUNT START COMPLETE — ---- 1999 101 6 City of Manhattan Reach-$wf Reconstruction Prof - -I Colich&Sons for City of Manhattan Beach 1998-1999 570.800.00 1131/2000 (Rehab 1,005 LF 0 6"&8"sewer pipe by CIP?lining 547 W.140th St.Gardena,CA 90248 Ted Polich 3231770-2920 -$29,925.00 102 5 Cry of Hermosa Beach-Swer Rehab on PCHIGould City of Hermosa Beach $28.250.00 5/31/2000 Rehab 400 If Of 8"sewer pipe by HDPE lining 1315 Valley Drive,Hermosa Beach.CA 90254 310/318-0239 $2.462.95 J&R l03 6 City of Tquana.Mexrcp-S4luciones Subterrancas Fernandez Carlos Torres 011-526-649-9794 103.1 $116.910 00 1131/2000 Rehab a oP.x 885.18_g 370'-12"sewer by CIPP Im;ng �245 No Mountain View Ave,Pomona,CA 91767 909/629 7279 $34,077 00 104 5 Cily of Los Angeles -Mercury Ave Swr Rehab G.Grbavac Construction for L A.Public Works 6261442-2356 W.O E2000951 B11711999 $70,540.00 4/1511901 5/3112000 Rehab 2,060 If a 6'and 8"Sewer pipe by HOPE lining 200 No Spring St,Rm 355,Los Angeles,CA 90012 2131847.8565 $3.696.93 105 5 Cry of Los Angeles -LA EQ RPR U-235 G.Grbavac Construction for L A.Public Works 6261442-2356 711311999 $124.250 00 11/111999 1/31/2000 Rehab appx 1.750 If of 15'sewer pipe by HOPE lining 200 No Spring St.Rm 355,Los Angeles,CA 90012 2131847.8565 -$7,740.00 106 5 Elsinore Valley Muni Wir Dist.-Canyon Lake Refining DenBoef Engrg&Const.for EVMWD 760f377.2200 7/1311999 $51,654.00 11115/1999 12/3111999 Rehab appx 161'.6'&1226'.B"swr pipe/HDPE lining 6B-175 Berros Court,Cathedral City,CA 92234 S4,376.82 107 5 City of Las Angeles .LA Era RPR U-245 G.Grbavac Construction for L A.Public Works 6261442-2356 W O F2002301 8/17/1999 $64,467.00 9/15/1999 10/31/1999 Rehab 918.6 If of 8-i,-i swr Ppe by HDPE fining 200 No.Spring S:.Rm 355.Los Angeles.CA 90072 7.13/847.8565 to E2002305 -$28,64100 108 5 City of Las Angeles _EagIQ Rock Area M Grbavac Construction for CAy of Los Angeles 6261355-1350 WO SZC 11133 $204.024 25 811f2000 10/31/2000 Rehab 3.371.0 If- It".10"&12"pipe by HDPE lining 200 No.Spring St.Rm 355.Los Angeles,CA 90012 2131847-8565 S137,981.39 109 5 City of San Diego-Sewer Group 615 Ca-Sorrhwest for Cry of San Diego John Brno 6191586-9293 Swr Grp 615 577,924.0 9/iSI2000 1013112000 Rehab appx 1,091 If-8`swr pipe by HDPE L•n:ng 8996 Miramar Rd.,9210.San Diego.CA 92126 -S16.0134.00 110 5 City d Los Angeles -LA E0 RPR U-255&U-263 M.Grbavac Construction for City of Los Angeles 6261355-1350 E2002424 to $36,064.00 8/1/2000 B13112000 Rehab 128':e"&336'.12'swr pipe oy HDPE bn:ng 200 No.Spnng Si,Rm 355,Los Angeles.CA 90012 213/847-8565 E2002435 57.013 09 111 5 City of Los Angeles .L.A Fh RPR U-231 Wi:bams Supply for City of Los Angeles B051654.8202 E2002168 511.055 00 1/6/2000 1/31/2000 Rehab appx 201 0 Of Bin swr pipe Dy HDPE lining 200 No.Spnng St,Rm 355,Los Angeles,CA 90012 2131847-8565 $60.50 112 5 City of Los Angeles .Eagle Rock CSRP,Unit 3 Williams Supply for City at.Los Angeles 8051654-8202 WO SZC11130 5113.775.00 211/2000 4130/2000 Rehab 356'-15'1497'-12"/1140'-B'swr HDPE lining 200 No Spnng St,Rm 355,Los Angeles,CA 90012 2131847-8565 -$24,229.00 113 5 So.Inglewvood•Orange Ave Trunk Swr Extension No? L.A.Counly Sanrtatron District, No 5 562/699-7411 Ext k2 S131.123 00 11512000 313112000 P,ehab appx 2,420'-10"/2581.8"swr pipe HDPE bn:rlg 1955 Workman Mill Read,Whittier,CA 1;a 5 City or.Los Angeles -LA E0 RPR U-247 Vasilrlvanko,Inc.for City of Los Angeles 9091599.2845 S45,580.00 11115/t999 12131/1999 Rehab appx 1.060 If Of 8-in swr pipe by HDPE lining 200 No.Spring St,Rm 355•Los Angeles,CA 90012 2131847-8565 -$430.00 115 5 Chalon Road Storm Drain Repair Colich&Sons for City of L.A 3231770-2920 $10.101.00 12/1/1999 1213111999 Rehab appx 1411 of 12-in swr pipe 7y HDPE lining 200 No.Spnng St,Rm 355,Los Angeles,CA 90012 2t3/B47-8565 -S867 25 116 6 City of=l Cajon—='etree St&Piero St.Easement Bert W.Salas Inc 6191502-7711 $176.035.00 .2jimo99 3131/2000 Rehab_pax 169'Uf 36'&155'of 71'x 41-by Cli'I'lining 10748 Kerth St•Santee.CA 92071 117 5 Crty of Los Angeles .LA F0 RPR U-240 F'rkaun Co.for City of L.A.1 949/495-4849 FO Rpr U240 S49,000.00 3115/2000 4/3012000 Rerlab apax 1500 If Of 8-in blur Dwe by HOPE lining 200 No.Spring St.Rm 355•Los Angeles.CA 90012 213/847-8565 -S4.744 25 11 B 5 Cr.y cf I os Angeles .LA EQ RPR U•216 Prkacln Co for City of L A 94 914 9 5-4 84 9 E2002064 to t 1l9I7 999 S107.1334 00 t t11/2000 1131/2001 Rehab aprx 3002'8-in by HDPE I:r,Lng&add 1.244 8' 200 No.Spring St.Rm 355.Los Angeles.CA 913012 2t3184 7-8 56 5 E2002074 $58.320.00 U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 254 1999 PROFILE JOB# CODE PROJCCT NAMF&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID AMOUNT START COMPETE 1999 - ---.. —- - - -.. 84 5,6 L.A.Earthquake Repair SWRS U.221 M Grbavac Construction for City of Los Angeles 626/355-1350 $39.371 00 7/3117999 City of Los Angeles 200 No.Sonng St.Rm 355,Los Angeles,CA 90012 2131B47-8565 $35.024.50 85 5,6 Basin ill Sewer Lining Project,no 7545 City of Redondo Beach Steve Huang 310131 B-0661 #7545 $69.540.00 6130/1999 City of Redondo Beach 415 Diamond Street,Redondo Beach,CA 90277 $2.380 00 86 6 5.456 If-15"and 216 If-18"CIPP Lining !Cal•Southwes:for City of San Diego Jihad Sleiman 174911 S335.295.00 12/31/1999 ICnollas Valley Trunk Sewer Ph.1, Sail Diego --v - -�1010 2nd St,Ste 500.San Diego,CA 92121 619/533.5154 -S13,416.00 87 6 3.510 If- 12"and 2,574-18"CIPP Clarke Contracting for City of Santa Monica,Ca 3101542-7724 Proj.7&7A $5.000.00 1213111999 Rpr Equake Damaged Sanitary Sewer,Santa Monica 14646 Manhattan Beach BI,Lawndale,CA 90260 88 5 City of I A EO u-t 9B W.O.#E2001957.1959,2047 Tomovrch Construction for City of Los Angeles 6261443-3627 E2001957.1959 $99 684.00 713011999 Mid-CYy area of Los Ange!es P99-025 200 No.Spring St,Rm 355,Los Angeles,CA 90012 2131647-8565 2047 -5226.60 89 5,6 1982 C-8"/318 If-12"1650 if-15"CIPP 112.028 If 9-HDPE City of Chino Nabtt Kassih 909/627-4577 x-366 E99-79 S834,762.00 713011999 City of Chino Sewer Improvements FY 199B_1999 _-_- _ 113220 Central Ave.,Chino,CA 91710 $33.939.00 90 5 City o'Buena Park City of Buena Park Chris Ludlum 714/562-3500 PO 4100012 $116.879 00 7/3011999 Lining of Existing Swr Mains 1998-1999 various 6650 Beach Blvd,Buena Park,CA 90620 $638.00 91 5 L A County Public Works-gist St.Sanitary Sewers L A.County Public Works 625/458-3118 $594,060 00 12/3011999 Rehab appx 13,645'-8-in 12.500'-1 Sin HDPE I:ning 900 So.Fremont Ave,Alhambra,CA 91803 477.834.54 92 5 City of Los Angeles L.A.EQ-228 TOmovictt Consirucrion for City of Los Ange!es 6 2614 4 3-36 2 7 92002148 to $144,951 00 2/28/2000 Rehab appx 4.500 If of 8"&10"HDPE fining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 E2002154 93 5 City of L.A.-Slauson Ave&Hil?crest Dr. Tomovich Construction for City of Los Angeles 6251443-3627 E2000952 $20,560 00 9130/1999 Rehab 490 If-10-in by HDPE lining 200 No Spring SI,Rm 355,Los Angeles,CA 90012 213/847-8565 $1.124 47 94 5 City of San Clemente City of San Clemente Gary Voborsky 9491498-2533 19603 S35,392.00 8131/1999 Boys and Girls Club Sewer Rehab 910 Calls Negoao,San Clemente,CA 92673 S41,416.00 95 5 City of Los Angeles Bridle Trail Sewer Rehab City of Los Angeles C.Bernard Ga!perA/Kiran Vasa 2131947-8850 F2000199 $594,060 00 12/3111999 Re nab apax 3.871 if-&in by HDPE lining 433 So.Spring St,Ste.600.Los Angeles.CA 90013 -S65,558 24 96 5 City of!os Angeles -NOS Vanowen St Swr Rehab City of Los Angeles C.Semard Galpin/Kiren Vasa 213847-885o F2001544 $391,575.00 5/31/2000 Rehab appx:4.629 If-15-tn by HDPE lining 433 So Spring St,Ste.600.Los Angeles.CA 90013 97 5 City of Los Angeles 1 Broadway Sewer Rehab.Ph 1 Va!ley Crest Landscape Contractors for City L A 8181834-1000 E6000514 S105,189.00 3/3112000 Rehab appx 1 257 If-12"&5081f-10"HDPE lining 200 No.Spring St,Rm 355,Los Angeles.CA 90012 2131847-8565 &E2002411 $665 00 98 6 "C ty of Rialto !City of Rialto Bruce Cluff 909/820-2530 P-ol#555 S262.341.25 813012000 Rehao anPx 7.587 If of 8"sewer mains by CIPP lining -- 1150 So Palm Ave.,Rialto,CA 92376 PO#2000-0323 99 5 City of San Diego-Sewer Group 641 BRH-Garver Inc for City of San Diego K95230C $38.075 00 12/31/2000 Rehab 500 1f of 6"sewer pipe by I IDF3�Inning $29.776 50 100 5 City o;San Diego-Group 634 Swr Main Replacement Cal-Southwesi for City of San Diego John c3n10 6191586 9293 K99242C 571,4G3 00 1213111999 Rehaa 1.116 IS of G"and 8"sewer pipe by HD F lining 8996 Miramar Rd.,4210,San Diego,CA 92126 -$3,1 18 40 U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 254 1998 PROFILE JOB'I CODE PROJEC i NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID AMOUNT Si ART COMPI=_TF 1998 59 5 Engle&Co Metal Processors.Los Angeles Plant Engle&Co Metal Processors Paul Segal 2131589-8111 verbal 4/1/1998 $11.000 00 412211998 4/23/1998 Rehab apox 205 If of 8"wrHDPE Lining B440 So Alameda Street,Los Angeles,CA 90001 70 6 Vanden�Vandenburg,CA Cotich&Sons for USAF,Sgi McLaughlin 8051734.8232 x68437 HF04684-98- 6/3011998 $760.000.00 7/611998 1/1511999 Rehab appx 14,000 I1 of 8'to 15'CIPP 547 W 140 h Street,Gardena,CA 90248 C0009 $23.822.00 71 5 Hon Industries,Los Angeles Plant Hon Industries S.Lesnit 3 1 9126 2-7 56 5 verbal 4120/1998 S16.605.00 57/8/1998 5122J1 g98 Rehab aPex 405 tr U,B"wrh HDPE Lining 505 Ford Ave.,Muscatine,to 52761 72 7 V=Qc4ftP"%ML Ras 11W1Jr'"rpsrilteP7myrr.3 911V41%2.4A63 413S741S-e44 53,7%5D Si3IZOMWA 5S3V1998 CCTV appx 7.599 2 Sewer Me P O Box 3095.So El Monte,CA 91733 73 5.6 San Diego Group 529 _Rehab appx 282 R of 30_w/CIPP.____ Dietrich Corp.for City of San Diego Ed Shoemaker 6191447-4800 Grp 529 $144,208 00 8/25/1998 512811 999 and rehab appx 231 5'01 6"&1.337.2'of 10"w1HDPE 1243 Gfeen;iekt Drive,Suite H,El Cajon,CA 92021 $18.195.09 74 C&S-Beacon St 1 Manchester cancelled 75 Ocean Trails can a is gilled 76 J&C Underground-mist. Cancelled 77 5 City of Burbank,Ph II Williams Supply for City of Burbank 8051654-8202 S451.498.00 7/3112000 Earthquake Repair -Damaged Sewers,Bid 993 2368 Eastman Ave.,Ste 2,Ventura,CA 93003 S827,366 34 78 5,6 City of National City Storm Drain Rehab City of National City 6191336-4200 Spec 98-3 $208.240.00 7/30/1999 Rehab 1243 National City Blvd,National City,CA 91950 -$52,886.50 79 fi 1704 If-18"and 282 It-24'CIPP ICrty of San Clemente Ben Parker 9491498.2533 $273.755.00 1/31/1999 Storm Drain Rehab Prof,San Clemente,CA --- 1910 Cage Negodo,San Clemente,CA 92673 $5.229.50 Bo 6 270If of 18'CIPP Harty Pipelines,Inc.for City of San Francisco 8/31/1998 $29,600 00 211/1999 2128/1999 Pine/Delancy St. 4 CW-121.San Francisco,CA 4085 191h Ave.,San Francisco,CA 94132 $5.956.00 81 5 Whitley Terrace G.Grbavac Construction for L.A.Public Works 6261442.2356 P98-113 S157,200.00 212811999 City of Los Angeles 200 No.Spring St,Rm 355.Los Angeles,CA 90012 213/847-8565 82 5 City of Burbank,Ph III,Bid no.1001 Williams Supply for City or Burbank 805/654-8202 51,411,050.00 7/3112000 Rehab appx 47,035 If of 8-in HOPE lining 2368 Eastman Ave.,Ste 2,Ventura,CA 93003 $445.775 67 63 5 City of Oakland 3.136 If-8'10 E Lining D'Arcy&Harty Constriction.Inc.for City of Oakland 4151822-5200 C-70810 S141.750 00 10131/1999 NC70810 Shepherd Cyn/Snake/SarunURob:es 1300 Carroll Avenue,San Fmncisco,CA 94124 -S6,676.00 1=sewer,2=storm drain,3=Water,5=HDPE lining,6=CIPP lining,7=CCTv or mist. Total 12 projects. Average Contract amt $ 06.290.65 TOTAL 1998: $4,875,487.70 $4,875,487.70 U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 254 1997 PROFILE JOB# CODE PROJECT NAM=R LOCATION OWNER andlor GEN=RAL CONTRACTOR CONTRACT BID AMOUNT START COMPLETE -- — —'1487— -- — — -- - — 52 Seaside&Linden,Long Beach Ciy of tong Beach- Water Dept. #703000 $18.750.00 8/31/1997 P,epau J ar:ss UTEM 1804 C Wasd5aa,Long Beach,Ca. 53 2,5 Wilmington U13&U14 Sewer Rehab. Crty of Los Angeles 2 1 3184 7-6 3 27 C-95505 $814.664 00 4/30/199B Wilmington U16A Concrete Sewer Replacrr:ent 200 No.Spring St,Rm 355,Los Angeles,CA 90012 2131547-8565 -$77.915 00 54 3.5 Crty of San Diego Sewer and Water Group Job 618 City of San Diego Saeed Askari 6191627-3263 WO#172301 8 S979,936 00 9/1/1997 413011998 Rehab appx 4.930 9 of 6"&516 if of 8"w1HDPE Lining 1010 Second Ave 9500,San Diego.CA 92101 181941 -$107,131.00 55 1.5 Sewer RehabilitaJon Crty of Compton A Ajawara 3101605-5507 SEW1C97-004 $453 624.00 10130/1997 4836 LF 8'and 6"HOPE pipe lining 205 South Willowbrook Ave,Compton,CA 90220 -$24 317 00 56 5 Rancho Santa Susana Community Park Sewer Improv City of Sims Valley John Behjan 8051583-6AD4 PO 436079 S110 921 00 8/301/997 Renab appx 1,939 If of 8"with HDPF L ining 2929 Tapo Canyon Road,Simi Valley 93063 REO#21765 •$7,874.00 57 1,5 North Harbor Una 1 Sewer Rehabilitation City of Los Angeles 213IS47-6327 #C-95606 S349.909.00 9120/1997 4130/1998 Rehab appx 3.7IN of 6"&634'01 8"w[HDPF lining 600 S.Spring St.,Los Angeles W O.E2000858 -S6.368.00 58 5 City of San Diego Sewer Group 645 City of San Diego - Mahmoud Onqat 6191624-3262 W O 9173101 S855,961 00 9/1511997 3f3011999 Rehab appx 3,718 If of 6"8 appx 809 If of 8'w1HDPE Lining 9485 Aero Drive,San Diego,CA 92123 S 13,925.00 59 5 Casuda Canyon Drive&Corporate Center Dr Sewer Rehab City of Monterey Park 8181307-1346 Req 42-PU S15,810 00 10/3111997 Rehab appx 186 if of 8-in w1HDPE Lining 320 W.Newmark Avenue,Monterey Park.CA 91754 60 5 L A.Earthquake EO U-206,South L.A Colich&Sons for Crty of L.A 2 1 317 7 0-2920 U-206 S278,500.00 2JI11998 4/3011998 Renab appx 4.478 If of 8-.1,534 If of 10"B 133 If of 1r w/HDPE 200 No.Spring St.Rm 355,Los Angeles,CA 90012 213f647-8565 61 5 San Diego Group 622 Ortiz Corporation for the Crty of San Diego 6191482-4288 f3id#K98051 $49.692 00 411/1998 7/3011998 Rehab appx 785 if of 6-in w1HDPE Lining P.O Box 5574.Chula Vista.CA 91912 WO 172311 62 5 Whittier Boulevard,et al Sanitary Sewer County of L A,Public Works Daniel Heald 62614 58-3 1 22 Cash*11955 $34 220 00 111/199B 113011998 Cash Contract no.1955 P 0.Sox 1460,Alhambra,CA 91802-1460 63 5 job cancelled $0 00 cancelled 64 5 L A Faithquake Repair U-215 Colich&Sons for City of L.A. 213r770-2920 U•215 $230 414.00 1126/1998 5/301199B West L A.•t a Cienega 200 No.Spring St.Rm 355,Los Angeles,CA 90012 2131847-8565 65 5 L A.Earthquake Repair U-222,Sherman Oaks Tomovich&Assoc.for the Crty of L A D P.W. 6261443.3627 U-222 2/15/1996 $57.156 00 4/10/199B 513011998 Rehab appx 701 If of 8'&appx 320 It of 12"wNDPE Lining 200 No Spring St,Rm 355,Los Angeles,CA 90012 2131847-8565 66 5 L A Earthquake Repair U-217,North L.A -Arleta ' Rondeau/Phelps JV for the City W.L.A D P W 510/577-6740 E7002076-80 71/511998 $279.914.00 4/1011998 W30/199H Rehab appx 3,917 11 of 8"&appx 1.308 if of 10"wfrIDPE Lining 200 No Spring St,Rm 355,Los Angeles,CA 90012 2131847-8565 5598001 44,500 00 67 5 L.A Earthquake Repair U-214,Los Fefiz Area Williams Supply for Crty of L A.D.P.W. 8051654-8202 E2002053-60 3/1/1998 $50,531 OO 05110/968 6115/1998 !iehao appx SBS if of r&307 1i of 10"wNDPE l ining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 2131847-8565 69 5 L A.Earthquake Repair L-195,Sunset&Western WQams Supply for the Cty of L A D P W 8051654.6202 E-711131938 42 2115/1998 58A,366 00 5/1911998 7/3011998 Rehab appx 1.252 11 of 8"&appx 359 It of 10-WHDR-!rn:::g 200 No Spring St.Rm 355,Los Angeles,CA 90012 2131847-8555 Total 16 projects. Average Contract amt: $278,724-25 TOTAL 1997: $4,459,588.00 $4.459,588.00 . U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 254 1996 PROFILE JDR# CODF P!20JFCT_NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID AMOUNT START COMPLETE 1996 -- 42 5 Sewer Group 76 Suncoast Pipeline Inc (for Cay of San Diego) gtrla,5-24,5'41 4r,3 a13411333 San Diego 6643 Ccnvoy St..San Diego,Ca. 619/495-05BO 44 5 1995 Long Beach Rehabilitation City of Long Reach-Water Dept. #ND-2075 S732,918 00 9/30/1996 1800 E.Wardlow,Long Beach,Ca. 45 5 Phase V Sanitary Sewer Rehabillalion City of Palo Ato - Sdvta Santos 937763 S1,774,455.00 11/30/1997 250 Hami.".on Ave,Palo Ako.CA 94303 Pala Afio,Ca.94303 4151329.2471 46 5 Palos Verdes Co5ch&Sons(for City of Palos Verdes) S12.60000 Emergency Repair 547 W.140th Street Gardena,Ca.90248 2131770-2920 47 5 Eagle Rock Sewer Rehabiltation City of Los Angeles 213/847-6327 S1.124.452 00 200 No.Spring St.Rm 355.Los Angeles,CA 90012 2131847-8565 48 5 1995-96 Sewer Main Replacement Andes OonW.rucilon(for Redwood Cdy) Dan Mayorga S400,000.00 1113011996 Redwood City 5305 E.12th St.Oakland.Ca.94601 510/536-7832 6"sewer in backyard easements 49 5 Sewer Group 72 City of San Diego -Saeed Asked 6191627-3263 S795,329 00 5/3l/1997 6'&B"sewer lines in canyons 9485 Aero Drive.San Diego,CA 92123 -$63,293 00 50 5 Sewer Group 80 City of San Diego -Saeed Ashad 92B7256 S935,744 00 5/31/1997 6"&8'sewer lines in canyons 9485 Acio Dr.,San Diego,CA 92123 6191527-3263 571,406.00 51 5 Swam Land Andes Construction(for City of Oakland) #C61210 520,800.00 3131/1997 Oakland 5305 F 12th St.,Oakland,Ca.94601 Dan Mayorga 510/536-7832 Total 9 projects. Average Contractamt $643.880. TOTAL 1996: $5,794,923.00 S5,794,923.00 U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 254 1995 PROFIL— JDB# CODE PROJECT NA &1 OCATION OWN=R arAlor GENERAL CONTRACTOR CONTRACT BID AMOUNT START COMPLETE 25 5 Goodrich Blvd.Sanitary Sewers County of Los Angeles ffCM30170 S41.462.00 113//1995 PJ;4P 4Ia.29 C='.%W&Me SM S.FTSMVM'AVhamhsa,CA 26 5 Broadway Sewer Replacement Pro;ect City of Los Angeles 2131847-6327 4C-91165 $39.087.00 93rd&Colden 200 No.Spring Si,Rm 355.Los Angeles,CA 90012 2131847-8565 27 5 Sanitary Sewer Rehab.1994 Bayshore Sanitary District 5183,178.00 212811995 San Mateo 36 Industrial Way,Bnsbare,CA 94005 28 5 Sewer Rehab.C5223D&52240 Andes Construction(for Crty of Oakland) $146.250.00 9/30/1996 Oakland 5305 E.12th Street,Oakland,a.94601 30 5 1994 Water&Sewer Main Replacement IRehab Lash Construction.Inc.(for City of Santa Barbara) #95-01 $311.282.00 11/30/1995 Cny of Santa Barbara Public Works 721 Carpertena St., Santa Barbara 31 5 Coated Steel Tank Continental Maritime of San Diego $9.200 00 1213111994 1995 Bay Front,San Diego, CA 92113 33 5 MTD Unit 1 Los Angeles Engineering 523,835.00 East Compton Creels Huntington 9each 4134 Temple Cdy Blvd,Rosemead,CA 91770 34 5 Emergency repair Cdy of Long Beach -Water Dept. 1800 Wardlow Rd., Long Beach 35 5 Emergency Sewer Repair City of San Gabriel PO 5476 560.740.00 3131/1995 San Gabriel 532 W Mission Dr.,San Gabriel,Ca. 36 5 Request Street Manhole Rehab. Valley Sanitary District 6 1 9134 7-997 9 N018-95 510,454.00 Indio 45-500 Van Buren,Indio.Ca.92201 37 5 San Jose Rehabilitation 41h Street San- M&G Construction(for Crty of San Jose) $101.545 00 12131/1996 tary Sewer 3 Heather Way,Larkspur,CA 94939 38 5 Emergency sewer repair Cdy of Long Beach -Water Dept. PO#67014-95 $27.900.00 5/31/1995 1800 Wardlow Rd, Long Beach 39 5 Altawood Drain County of Los Angeles Kelp Smith $84.318 00 5131/1995 Alladena 900 So.Fremont,Alhambra,Ca. 40 5 Protect C52230 Andes Construction(for City of Oaklandl $299,200.00 1/31/1996 Oakland 5305 E 12th Street,Oakland,Ca 94602 41 5 Phase IV Sanitary Sewer Rehabiltation City of Palo Alto 4C5074899 51,110,719.00 813111996 250 Hamilton Ave,Pafo Alto,Ca 94303 Total 15 projects. Average Contract arm:$167,678 TOTAL 1995: $2,515,179.0o 52,515,170.00 U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 254 1994 PROFILE JOB it CODE PROJECT NAME&LOCATION OWNER andlor GENERAL CONTRACTOR CONTRACT BID AMOUNT START COMPLETE 1994 12 City of San Diego-Public Works N42703 $250.000.00 Lakeside&Spring Va!ley Bldg.2-5555 Overland Ave San Diego,Ca 92123 14 5 Concrete Sewer Rehabilitation City of Long Beach -Water Dept. WD-2000 $633.130 00 2/28/1995 WD 23-94 1000 Wardlow Rd., Lang Beach 15 5 Sewer Group 492 City of San Diego $127,B95 00 5/3111995 City of San Diego 1010 Second Ave. #500 San Diego.Ca.92101 16 5 Sewer Group 99 El Cajon Grading (for the City of San Diego) #6601 $19.307.00 City of San Diego P.O.Box 967.Lakeside,Ca.92040 619/861-9840 17 5 Watershed 22 Trunk Upgrade Mountain Cascade,Inc. (for Central Contra Costa Sanitary Dist.) $198.750 00 Los Arabis Dr.,LaFayette 555 Exchange Court Livermore,Ca.94550 5101373-8370 18 5 8"sewer lining for County of Los Milan Grbavac Consl.Co.,Inc.. 524,062.00 713111994 Ange!es Public Works Project P.O.Box 660219.Arcadia,Ca.91106 19 5 Sewer Main Relining SP1383 Catch&Sons(for Cey of Santa Monica) 5307,994.50 10r3111995 Santa Monica 547 W.140th Street,Gardena,Ca. 9024E 213J7)0-2970 20 5 Emergency Repair 6'sump line City of Long Beach -Water Dept. $39.000 00 10/3111995 1800 Wardlow Rd., Long Beach 21 5 Project P:096 Cox Construction(for Naval Air Station) 0941631-1 y474,404.00 8/31/1996 Naval Air Station-San Diego 3170 Scott St..Vista.Ca 92083 6191727-9020 22 5 Group 72A City of San Diego $237.497 00 10/3/11995 Mission Hills 1010 Second Ave. 4500 San Diego,Ca 92101 23 5 Casita Way Sewer Rehab:ttetion J F Pacific Liners(far Cray of Sacramento) $10.725.00 11/30/1994 Sacramento 70 Union Way.Vacaville.Ca.95687 1 ine 13 manho!es 24 5 4F2000397 Clyde Ave.Sewer Rehab Mike Pdich&Sons(for City of Los Angeles) $33.495.50 12131/1995 Geer Ave.&Homeside 200 No.Spnng St,Rm 355.Los Angeles,CA 90012 213/847-8565 Total 12 projects. Average contract aint: 196,355. TOTAL 1994 $2,356,260.00 $2,556,250.00 U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No, 773862-A Modified Standard Form 254 1993 PROFILE JOB# CODE PROJECT NAME 8 t OCATION OWNER and/or GENERAL CONTRACTOR CON)RACT BID AMOUNT START COMPLETE 1943 1 5 Vermont Ave. Sanitary Server Colich&Sons(for City of Los Angeles) S259,136 00 4/1/1993 1013011993 Phase II Los Angeles 200 No Spring St,Rm 355,Los Angeles.CA 90012 213/847.8565 213/770-2920 2 5 Atwater District Ma:nline Sewer Colich 8 Sons(for Cdy of Los Ange!es) S66,850.00 8/111993 8/3111993 200 No Spring St.Rm 355.Los Angeles,CA 90012 213/847-8565 213R70-2920 3 5 Sewer Rehab.8 Repair National City $140,343 00 5/1/1993 10/31/1993 Proj 93.10 CIP 2013 1243 National City Blvd. National City.Ca. 4 5 Line a"pipe F 8 A Dairy of Calif.Inc Private $25.000 00 12/31/1993 691 Inyo Street(P.O Box 578) Newman,Ca.95860 5 5 Rehab 6'sewer line Bakersfield Public Works Dept S234,110.00 12/31/1993 Westchester Area 1501 Truxton Ave. Bakersfield,Ca.933D1 8051326-3724 6 5 Second Street Bridge City of Long Beach -Water Dept. WD-1961 S85,140.00 12/31/1993 Sewer Force Main Rehati tation 1800 Wardlow Rd Long Beach.Ca 7 5 East 16th Street Water Main Improve Mesa Consolidated Water District MC 1324 $24.101.00 1213111993 Costa Mesa 1965 Placentia Ave. Costa Mesa,Ca.9262B a 5 'r!:gh School Sewer Line Rehab City of G12SS Valley #93-2d $167.768 00 125 E.Main Street,Grass Valley,CA 95945 9 5 Wall Creek Sewer Rehab 09 City of Grass Valley #93-38 S223,391.50 125 E.Ma;n Street Grass Valley,Ca.95945 11 5 Sewer Rehabilitation Tierra Construction(for City of Santa Barbara) #fi111 S268,750.00 Santa Barbara P O Box 1719 Goleta.Ca.93115 Total II projects: Average contract amt. $136,781 TOTAL 1993 $1.504,589.50 $1,504,589.59 The following information must be returned with the bid Bidder's name: Southwest Pipeline and Trgnchle5,5 Corp. Bidder's address: 539 West 1 Oth Street, Gar e Phone number: (310) 329-8717 Fax number: ( 310) 329-0981 Pipeline rehabilitation process (trade name) bid: Natignal LinerCIPP Type A (Choose only one per Section B- "Instructions to Bidders" #12) equivalent to lnsituform Manhole rehabilitation process (trade name) bid: Sancon_ OQ Attach a letter to this sheet from the manufacturer stating that: 1. The installer (bidder) listed above is factory licensed and trained. Please see the at" ed letter 2. SDR thickness supplie minimum thickness SDR 35) Yes, he mbt mum tficre s..w ltl�be eq�? amount of material within the 3. Have t ie a i r y an w� supp Y '4- construction time frame. Yes, our supplier(s) have the ability and will supply the necessary amount of material within the construction time frame. List of three certified laboratories that can perform the required ASTM testing. Laboratory number 1: Name: HTS, Inc. Address: 416 Pickering Street, Houston, TX 77091 Telephone number: (713) 692-8373 ^ Contact person: Larry McMichael Laboratory number 2: Name: OCM Testing Laboratory Address: 3883 E. Eagle Drive, Anaheim. CA 928Q7_ _ Telephone number: (714) 630-3003 Contact person: Bruce Sauer Laboratory number 3: Name: Ramtech Laboratories, Inc. Address: T 14104 Orange Avenue, Paramount... �;� Telephone number: (562) 633-4824 Contact person: Dave Macey C-11 1270" [vor.h Frcev ay. Suite 59= f[.;Mon. Texas ;;06C 281-S74-01 11 800-s4 -1'35 National EnviroTech Group, L.L.C. 1-8-u? -03;; Fax February 24, 2003 Re: National Linerg Certification/Qualification To Whom It May Concern: The following is to certify and warrant compliance for the installation of Cured- In-Place Pipe (CIPP) utilizing the National LinerT14 CIPP rehabilitation process. The National Liner CIPP product installed by National Liner West, a division of Southwest Pipeline and Trenchless Corp., is designed via the requirements of ASTM F- 1216 and the installed product fully exceeds all the requirements of ASTM F-1216. The National Liner CIPP product has been used to install in excess of 5,000,000 feet. National Liner West, as our authorized licensed installer, have fulfilled all necessary training requirements to be proficient in the installation of National Liner CIPP product. In summary,National EnviroTech Group L.L.C., through our licensee/installer, National Liner West, look forward to offering you a commercially acceptable CIPP rehabilitation technology we are very proud of. Regards, R M. Pavlic Director of Marketing National *Liner' C+n o= Los Ar4C37`rLES `IAYC.4 2C.3-a.3'Oi' F�s:2'Y3'3:2.y Ja%SKS TAe , ER NIay30, 211"032 Chris Scarratt Southwest Pipeline and Trenchless Corp. 539 West 140th St. Gardena, CA 90248 Dear Nir, Scarratt: Re: NATIONAL LINER CIPP FORMULATED WITH AOC L010-PPA VINYLESTER - CHEMICAL RESISTANCE TESTING W.O. B0001595 Per our September 17, 2001 letter, this CIPP system satisfied chemical resistance testing. 4'!e reviewed your May 23, 2d02 facsimile and concur with the proposed design values. This material is useable on Citj of l~os Angeles protects an a Trial Demonstra,ion basis. Trade Name: National Liner CIPP Approved Use: Sanitary Sewer and Stcrm Drain Pipe Rehabilitation Installation: SSPWC Section 500-1.4 as modified by Standard Plan S-610 Size Range: 4"to 80" Resin: Alpha Owens Corning L010-PPA vinylester Felt tube: Polyester felt coated with 15 mils polyurethane on the face exposed to flow, from National Envirctech Group Llc, 12707 N. Freeway, Suite 545, Houston, TX 77060 Initial Flexural Modulus: 300,G00 psi minimum 50-year Longterm Flexural Mcidulus: 75,000 psi minim,urn Initial Tensile Strength: 4,000 psi minimum if you have any questions, please call me at (213)547-8781. S' cerely, ugh S. tee, Group Manager Design Standards and Investigations Group 650 S. Spring Street, Suite 400 Los Angeles, California 90014-1913 H S L:h lin a t l n l2.w2.wp 5 cc: E. Decker, National Liner West, 539 West 14 Oth St, Gardena, CA 90248 T. Gorman, Materials Control - N111S 480 W. Lawson, WCED - NI/S 538 J. Ellison, EoD D. Li, SED E. Arrington, SED AN EQUAI, EMPLOYMENT OPPORTLNnY -AFFIAMAT.vE ACnCN EMPLOY-R Y National Liner Design Calculations Project : City of Huntington Beach Design By : National Liner West Design assumptions are as follows: Design Criteria D:= s Mean inside diameter of existing pipe (in) H:= 10 Height of Ground cover(ft) 1-1w:= s Height of Groundwater (ft) Nb:= 2 Factor of Safety against Buckling q := 2 Ovality of original pipe El; := 1000 :Modulus of Soil Reaction Ys:= 120 Soil Unit Weight (PCF) 6;:= 5000 Flexural Strength (psi) E:= 300000 Initial Flexural Modulus of Elasticity EL:= 15000o Long-Term Flexural Modulus of Elasticity s:_ .07 Slope of a given section (%) for flow analysis ni:_ .015 Manning's roughness coefficient for vitrified clay (0.013-0.030) nt:_ .01 Manning's roughness coefficient for polyurethane lined CIPP �V91 m 'E 058238 M NO. C 058M m O� �Cr1Vl1. \ 2� 0 ¢ ' BUCKLING REQUIREMENT - FULLY DETERIORATED PIPE Minimum thickness to meet buckling criteria is determined from Luscher's equation as shown. Rw,:= 1 - .33• Hw.— RW=0.74 Water buoyancy factor H B' := I B, = 0.32 Coefficient of Elastic Support I + 14.e1�0.065.1-1)1 1800" AASHTO H2O Loading defined as a function of depth in feet. 800 Values shown are pounds per square foot. 600 400 W4f4, Live load defined as a function 200 Wl := ;f l >9,0, 144 of depth. 175 100 Zvi = 0 Live Load (PSI) 100 Ys'H qt:= 0.433 1 I"'+ R", 144 + �'1 Total External Pressure on Pipe (PSI) qt 9.6 3 1 - 9 C 100 Ovality reduction Factor + q 2 C 0;84;: l 100Nb) - 2 (qt, C D 1:= Luscher s Equation i=_!2 36F'110:i:,.i Moment of Inertia (in^4/in; 32-R«'B''E's'EI_ 1 (12.1)3 tmm:= t-25.4 D 1f=off :_` Thickness (in) SDR := — t ''.159 ':Minimum Thickness (mm) SDR'= 56.54 BUCKLING REQUIREMENT - FOR PARTIALLY DETERIORATED PIPE The design thckness is found by using the following modified Timoshenko's buckling equation. 2-K-El_ I G P = (1 - A (SDR I)3 Nh Timoshenko's modified equation 3 " P:= (if(1-1„ > o,0.4311-1„,o.o i)} Groundwater hydrostatic Load (PSI) P= 3.46 Dimensionless enhancement factor which takes into account the support and restraint K 7 provided by the existing soil envelope around the existing pipe. ASTM F1216 recommends a minimum factor of 7.0. v := 0.30 Poisson's Ratio for resin impregnated tube 1 SDR2:= + 1 Timeshenko s equation solved P•(, - v2) Nh for SDR D t2:= SDR-) 0 t2.25.4 t2=o 2 Minimum thickness (in.) 3.0T Minimum thickness (mm) • Minimum Thickness per ASTM F 1216 E11 E Tn accordance with ASTM F 1216, the FIPP meet the >- 0•093equirements of thickness as determined by the preceding D3 12.SDR2.3 :quation. I t = (12.1)3 Solving the first equation for t: t 3 0.093•D3.12 t3 := E t3 = 0.12 Minimum thickness per ASTM F 1216 (in) t3mm= t3 25.4 t3iiim=:3;15.?: Minimum Thickness (mm) iSDR3 := D SDR3 64.54 Minimum thickness per ASTM F 1216 t3 Design Thickness Summary Minimum SDR and thickness for Fully Deteriorated pipe SDR- -3:59 ' Minimum SDR and thickness :6, 3.07.� for Partially Deteriorated pipe Regardless of whether the design is based upon fully deteriorated or partially deteriorated, the pipe must have a minimum thickness of the value below. Minimum SDR and thickness ;SDR' = 3rnr'�'-;'64:54-; t 3n 4 :115" .-L=.: as per ASTM F 1216 minimum The actual thickness of the liner to be installed will have the following dimensions: trM,-n:= 6 The finished thickness (mm) tf:= trnim '75.4 if= 0.24 The finished thickness (in.) SDRF:= D tf SDRr= 33.87 The finished SDR Flow Analysis Flow analysis is performed using Manning's formula for both existing pipe and the CIPP. 2 Al (2) := 144 Ai= 0.35 Cross sectional area of existing pipe (sq. ft.) D Ri:_ 2 Ri=0.]7 Hydraulics Radius (ft.) 1 2 — 1.486 R 3 )2 Q' n; ' ' 100 Qi = 0•28 Maximum flow rate of existing pipe, based upon given slope and roughness (CFS) D1•:= D—2-t1• Dr= 7.53 Finished inside diameter of CIPP Df 2 n ( ' J A f:= 144 Af=0.31 Cross sectional area of CIPP line (sq. ft.) DI. Rf:_ 12 2 R f= 0.16 Hydraulic radius of CIPP line 1 2 z — 1.486t 3. S 1 Qr n • At Rt (100) Qf= 0.35 Maximum flow rate of CIPP line, based upon initial slope and CIPP roughness (CFS) Qi•7.5.3600.24 Qungd 1000000 Q.,:. Flog rate of existing pipe (MGD) AQ:= Qi - Q�.100 AQ= 29 Percent of increase in flow capacity of Qi finished line. Qf•7.5.3600.24 ,.;. Qmgd 1000000 'Qmgd ` `� ;. Flow rate of CIPP line (MGD) ;. Deflection Analysis for Minimum SDR Percentage of maximum allowable deflection is 5% Dl:= 1.5 Deflection Lag Factor defined Kx:= 0.11 Bedding Constant defined K'u := 0.15o Lateral Earth Pressure Coefficient defined based on a soil density of 120 PCF Bd:= D Bd= 0.67 Design Trench width (ft) 12 — 13a2.K'p. 1-I 1 — e Cd 'W 2 K µ Cd = 3.3 Marston's Load Coefficient (PSI) Cd'(s'Bd WC I44 �1'e 1.83.- Earth load for deflection calculations (PSI) _. i wi = o Live load (PSI) (DI-we+ wl)-Kx-loo S := Spangler equation for estimated deflection El, T 0.061•E'S 1.5•SDR�3 6 =,0.48 Estimated deflection based upon Spangler equation which is less that the maximum allowable J% 1.5•(SDRe�a Rs :_ 100 0.06 1-F5 RS = 4.22 FIPP to Soil Stiffness percentage Design Summary Minimum SDR= :SDR-- 56.54 Minimum Design Thickness(in) Minimum Design Thickness (mm) Actual Thickness to be installed (in) _ it . '.0'4 Actual Thickness to be installed (mm)_ :time;;:= 6 Actual SDR to be installed = soR f.'=33'87s t...,.-_......... ,: ::.:. Calculated Deflection (%} _ 5 =o:48 Calculated Ratio of Pipe to Soil Stiffness (%) ';'k5=4.22 Maximum Flow rate of existing Line MGD '"Ad, 'o?ls=€ Maximum Flow rate of CIPP (MGD)_ -Q*`=0.23: . Increase in Flow rate of CIPP 28 # r National Liner Design Calculations Project : City of Huntington Beach Design By : National Liner West Design assumptions are as follows: Design Criteria D:= 10 Mean inside diameter of existing pipe (in) H:= 10 Height of Ground cover(ft) H,,.:= s Height of Groundwater (ft) Nb:= 2 factor of Safety against Buckling q := 2 Ovality of original pipe E's:= woo Modulus of Soil Reaction ys 120 Soil Unit Weight (PCF) ai:= 50oo Flexural Strength (psi) E:= 300000 Initial Flexural Modulus of Elasticity EL:= 150000 Long-Term Flexural Modulus of Elasticity s:= .07 Slope of a given section (%) for flow analysis ni:= .015 Manning's roughness coefficient for vitrified clay (0.013-0.030) n f:= .01 Manning's roughness coefficient for polyurethane lined CIPP FE5 10 S1{ OF1cSSlp �p A. l A. es,� N �m e� 38 NO. CO 3B M e� OF 31,&1o� BUCKLING REQUIREMENT - FULLY DETERIORATED PIPE Minimum thickness to meet buckling criteria is determined from Luscher's equation as shown. Rw:= 1 - .33• Hµ•� Rµ.= 0.74 Water buoyancy factor l H ) B' := t B' =0.32 Coefficient of Elastic Support 1 + 14.e(-0.065-1-1)] 1 s0a AASHTO H2O Loading defined as a function of depth in feet. 800 Values shown are pounds per square foot. 600 400 11, Live load defined as a function 200 Wl:= if H> 9,0, 144 of depth. 175 100 W1= 0 Live Load (PSI) too 1 qi:= 0.433 H,4.+ R„ J + WI144 Total External Pressure on Pie PSI �.9 6' 3 1 - q C := IQOOvality reduction Factor 1 + q 2 r C =0.84 100 2 \h C ;::_4 n 1 := ) Luscher s Equation 1 =4.6 i .X;i ci:: Moment of Inertia (in 4./in' 32•R,-B'-E'S-EL 1 t := (12.1)3 tmm:= t•25.4 !r 'o.18:., Thickness (in) SDR — n t mm :14 a9�t Minimum Thickness (mm) BUCKLING REQUIREMENT - FOR PARTIALLY DETERIORATED PIPE The design thckness is found by using the following modified Timoshenko's buckling equation. 2•K'E4. I C P = -- (I — v2) (SDR3 — I)3 Nh Timoshenko's modified equation P:= (if(I-I,,.> 0,0.433•H,,0.0i)) Groundwater hydrostatic Load (PSI) P = 3.46 Dimensionless enhancement factor which takes into account the support and restraint K:= 7 provided by the existing soil envelope around the existing pipe. ASTM F1216 recommends a minimum factor of 7.0. v := 0.30 Poisson's Ratio for resin impregnated tube I 2•K•Ell•C 3 SDR2:= + I Timeshenko's equation solved P.6 — v2).Nb for SDR SDRZ_= 66.3.° _ D t2 — SDR2 t2mm:= 12.25.4 Minimum thickness (in.) t2mrr:=383. Minimum thickness (mm) Minimum Thickness per ASTM F 1216 E•I E rn accordance with ASTM F 1216,.the FIPP meet the ;� 0.093equirements of thickness as determined by the preceding D3 12-SDR2.3 :quation. I t =(12.1)3 Solving the first equation for t: I 3 0.093•D3.1 t3 :_ E t3 = 0,15 Minimum thickness per ASTM F 1216 (in) t3mm:= t3.25.4 t3fm=°3:94 Minimum Thickness (mm) . sDR3 :_ SDR3 =:64;54 Minimum thickness per ASTM F 1216 13 :,. t` Design Thickness Summary Minimum SDR and thickness for Fully Deteriorated pipe $DR_= 56.54 a m__°4.49 Minimum SDR and thickness for Partially Deteriorated pipe SDR2=66:3., t2ni °- 3.$3 Regardless of whether the design is based upon fully deteriorated or partially deteriorated, the pipe must have a minimum thickness of the value below. Minimum SDR and thickness .= 3.94' as per ASTM F 1216 minimum The actual thickness of the liner to be installed will have the following dimensions: tt'mm= The finished thickness (mm) ttmm tt:= 25.4 if=0.2$ The finished thickness (in.) SDRf:= n tt SDRf= 36.29 The finished SDR r Flow Analysis Flow analysis is performed using Manning's formula for both existing pipe and the CIPP. D 2 A;:= �2) Ai =0.55 Cross sectional area of existing pipe (sq. ft.) 144 D 4 R; 12 R; = 0.21 Hydraulics Radius (ft.) 1 2 — 1.486 AR 3 S 2 0.5 Maximum flow rate of existing i e, Qi�_ ni t � too Q; = g pip based upon given slope and roughness (CFS) Df:= D— 2•tr Df= 9.45 Finished inside diameter of CIPP r Df 2 At:= l 2 Af= 0.49 Cross sectional area of CIPP line (sq. ft.) 144 I) t 4 R f:_ Rf=0.2 Hydraulic radius of CIPP line t 2 2 — 1.486A R3 (100) S Qf nr t f Qf= 0.65 '_Maximum flow rate of CIPP line, based upon initial slope and CIPP roughness (CFS) Qi•7.5.3600.24 1000000 Q;mga=0:33, Flow rate of existing pipe (MGD) Qf- Qi oQ:_ .100MIA Q-i29 Percent of increase in flow capacity of Qi finished line. Qr•7.5.3600.24 Q°'g`i 1000000 QT9 ° � Flow rate of CIPP line (MGD) • Deflection Analysis for Minimum SDR Percentage of maximum allowable deflection is 5% DI:= 1.5 Deflection Lag Factor defined K, := 0.11 Bedding Constant defined WA := o.l5o Lateral Earth Pressure Coefficient defined based on a soil density of 120 PCF Bd:= D Bd =0.83 Design Trench width (ft) ]2 f�11 f3d) 2•K� cd 3._'4 Marston's Load Coefficient(PSI) Cd'Ys'Bd WC = 144 w,= 2.25 Earth load for deflection calculations (PSI) wl = o Live load (PSI) S := Spangler equation for estimated deflection EL + 0.061•E*5 I.5•SDRf3 Estimated deflection based upon Spangler equation which is less that the maximum allowable 5% Ei, 1.5•(SI)R;�) Rs :_ 100 0.06 1•E's Rs = 3.43 FIPP to Soil Stiffness percentage Design Summary Minimum SDR= SD!R:= 56.54 Minimum Design Thickness(in) = °t==0.18 Minimum Design Thickness (mm) _ ;rmm=,4.49; Actual Thickness to be installed (in) Actual Thickness to be installed (mm) _ : fm Actual SDR to be installed = 5DRf= 36.29'. Calculated Deflection (%) = 8'7 039 Calculated Ratio of Pipe to Soil Stiffness Maximum Flow rate of existing Line MGD 0.33: Maximum Flow rate of CIPP (MGD) = Qmgd= 0.42 Increase in Flow rate of CIPP (%) _ gib`: -29� r a National Liner Design Calculations • Project : City of Huntington Beach J tY g Design By : National Liner West Design assumptions are as follows: Design Criteria to:= 12 Mean inside diameter of existing pipe (in) I-I:= 15 Height of Ground cover(ft) Hw:= I I Height of Groundwater(ft) -Nh:= 2 Factor of Safety against Buckling a := 2 Ovality of original pipe E's := 1000 Modulus of Soil Reaction ys:= 120 Soil Unit Weight(PCF) a i:= 500o Flexural Strength (psi) E:= 300000 Initial Flexural Modulus of Elasticity E1.:= 15000o Long-Term Flexural Modulus of Elasticity s := .07 Slope of a given section(%) for flow analysis ni:_ .015 Manning's roughness coefficient for vitrified clay (0.013-0.030) n f:_ .01 Manning's roughness coefficient for polyurethane lined CIPP fn C 058238 ITT µO. C Q58238 % Civ�� o�c BUCKLING REQUIREMENT - FULLY DETERIORATED PIPE Minimum thickness to meet buckling criteria is determined from Luscher's equation as shown. R„•:= 1 - .33•(H,-,) R,= 0.76 Water buoyancy factor H a' =0.4 Coefficient of Elastic Support I — 14 ef-0.065.E-1)1 180011 AASHTO H2O Loading defined as a function of depth in feet. 800 Values shown are pounds per square foot. 600 400 Flr:= H - I . W:_ 250 W xC Live load defined as a function 200 Wl:= if H> 9,0, � 144 of depth. 175 100 Wi =0 Live Load (PSI) 100 f Ys'H} 144 1 Total External Pressure on Pipe (PSI) qt,=-,14 24� 3 1 - q C :y 100 Ovality reduction Factor q l2 C =084 ;. 100) q t' C )2. ) D 3 [ := Luscher's Equation t:-:138 X:10_.3 Moment of Inertia(in^4/iri 32•RW-B''E's'EL I (12-1)3 tnim:= t•25.4 t.= o.2G ' Thickness (in) SDR:w D ann=:648 ' Minimum Thickness (mm) S D J BUCKLING REQUIREMENT - FOR PARTIALLY DETERIORATED PIPE The design thekness is found by using the following modified Timoshenko's buckling equation. 2-K-EL i C 6 _ V2) (SDR3 _ 03 'b Timoshenko's modified equation P:= (if(I-,> 0,0.433.1-f,. 0.01)) Groundwater hydrostatic Load (PSI) P = 4.76 Dimensionless enhancement factor which takes into account the support and restraint K 7 provided by the existing soil envelope around the existing pipe. ASTM F1216 recommends a minimum factor of 7.0. v := 0.30 Poisson's Ratio for resin impregnated tube 1 2•K•EI,•C 3 SDR2 :_ + t Timeshenko s equation solved P.(1 _ V2).Nh for SDR <SDR4="59 72; D t2:= SDR-) t2mtn t2.25.4 1v °0 2 Minimum thickness (in.) Minimum thickness (mm) Minimum Thickness per ASTM F 1216 E-I E T n accordance with ASTM F 1216, the FIPP meet the — = ;� 0.093equirements of thickness as determined by the preceding D 3 12-SDR-).3 -quation. 3 Solving the first equation for t: ( �3- -12 t3 �-09 )3 E t3 =0-19 Minimum thickness per ASTM F 1216 (in) t3mni:= t3-25.4 jifffi, .4.72::. Minimum Thickness (mm) D SDR3 Minimum thickness per ASTM F 1216 t3 Design Thickness Summary Minimum SDR and thickness for Fullv Deteriorated pipe Minimum SDR and thickness SDR2 = 59.72 tjmm= 5..1 for Partially Deteriorated pipe Regardless of whether the design is based upon fully- deteriorated or partially deteriorated, the pipe must have a minimum thickness of the value below. Minimum SDR and thickness SDR-`.- 64 54 tsmm:= 72. as per ASTM F 1216 minimum The actual thickness of the liner to be installed will have the following dimensions: tfmm.— 9 The finished thickness (mm) _ Cfnim tf 2 5.4 if= 0.35 The finished thickness (in.) SDR f:= D if SDRf 33.87 The finished SDR r' Flow Analysis Flow analysis is performed using Manning's formula for both existing pipe and the CIPP. D n 2)- Ai:= 144 Ai = 0.79 Cross sectional area of existing pipe (sq. ft.) D 4 Ri 12 Ri=0.25 Hydraulics Radius (ft.) 2 1.486 3 S }2 Qi ',i'Ri IL J o.8? Maximum flow rate of existing i n; fo0 Q; = gpe,p based upon given slope and roughness (CFS) Dl•:= D— 2-tf• Df•= 11.29 Finished inside diameter of CIPP Df•112 � 2J - � Af :_ Af•= 0.7 Cross sectional area of CIPP line (sq. ft.) 144 D; 4 Rf:= 12 Rf= 0.24 Hydraulic radius of CIPP line 1 2 2 — 1.486 3.( 100) S Qf nt• A' Rf Qr= 1.04 Maximum flow rate of CIPP line, based upon initial slope and CIPP roughness (CFS) Qi•7.5.3600.24 Qimgd:= 1000000 Qim d=0.53 g Flow rate of existing pipe (MGD) AQ:= Q' - Q'•100 AQ= 28 Percent of increase in flow capacity of Qi finished line. Qp 7.5.3600.24 Q°'g'f1000000 Q,,,f;d T°"68 Flow rate of CIPP line (MGD) Deflection Analysis for Minimum SDR Percentage of maximum allowable deflection is 5% Dl:= 1.5 Deflection Lag Factor defined Kx := 0.1 1 Bedding Constant defined K'9 := 0.15o Lateral Earth Pressure Coefficient defined based on a soil density of 120 PCF Bd:= D Bd = I Design Trench width (ft) 12 H} —2•K'F, —I Bd� 1 — e Cd'— 2 Kp Cd = 3.3 Marston's Load Coefficient (PSI) Cd•ys•Bd we:= 144 WC = 2.75 Earth load for deflection calculations (PSI) • w1 =0 Live load (PSI) 8 := Spangler equation for estimated deflection EL 0.0GI•E'S 1.5•SDR�� Estimated deflection based upon Spangler equation which is less that the maximum allowable 5% E[- 1.5•(SDRf); RS 0.061-F, 100 Rs =4.22 FIPP to Soil Stiffness percentage Design Summary ;Minimum SDR- SDR"_'47.n4 Minimum Design Thickness(in) = = 26 Minimum Design Thickness (mm) _ n;m 6.48 Actual Thickness to be installed (in) Actual Thickness to be installed (mm) _ iti�;;m=9 Actual SDR to be installed = sDR�=_33.87 Calculated Deflection Calculated Ratio of Pipe to Soil Stiffness (%) � S =�t.22 Maximum Flow rate of existing Line (MGD) T; j,='.UY, Maximum Flow rate of CIPP (MGD) _ 'Qrrgd =068 Increase in Flow rate of CIPP (%) A 28 CITY OF HUNTINGTON BEACH 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK 2004 To: V R76C)-&S-2r Enclosed please find your original bid bond issued by �/ S for o Liz Ehring CMC Assistant City Clerk LE:pe Enclosure {Telephone:714-536.52271 SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA FIRST NATANAL INSURANCE COMPANY OF AMERICA SAFECO'. HOME OFFICE: SAFECO PLAZA BID BOND KNOW ALL BY THI SF PRESENTS,That we. -SOUTHWEST PIPELINI=AND TRENCHLESS CORP of 539 West 140th Street, Gardena. CA 9024E-1509 (hereinafter called the Principal), as Principal,and SAFECO INSURANCE COMPANY OF AMERICA (hereinafter called the Surety).as Surety are held and firmly bound unto CITY OF HUNTINGTON BEACH,Office of the City Clerk, 2nd Floor City Hall, 2000 Main St. Huntington Beach CA 92641 (hereinafter called the Obligee)in the penal sum of _ Ten percent of amount bid. Dollars(S 10%of Amount Bid ) for the payment of which the Principal and the Surety bind themselves,their heirs, executors, administrators, successors and assigns, jointly and severally,firmly by these presents. THE CONDITION OF TF-IJS OBLIGATION IS SUCH.That WHEREAS, the Principal has submitted or is about to submit a proposal to the Obligee on a contract for 03-04 Sewer Rehabilitation Pro'ect Cash Contract No. 1231' NOW, THEREFORE, If the said Contract be tintely awarded to the Principal and the Principal shall, within such time as may be specified, enter into the Contract in writing, and give bond, if bond is required, with surety acceptable to the Obligee for the faithful performance of the said Contract,then this obligation shall be void;otherwise to remain in full force and effect. Signed and sealed this 29th day of March 2004 {�cel SOU7hhNE$T PIPELINE AND CORD ) a6&a04&P= Principal Alisha Arthu Witness I Chris D. Scarratt; President Title SAFECO INSURANCE COMPANY OF AMERICA Lisa L Thornton Witness 2 By - - Michael R.Mayberry , tomey-in- c: \\ I i a Registered tracernam of SAFE CO Corporation. CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of Los Angeles On March 29, 2004 before me, Edward C. S ector, Notary Public, personally appeared Michael A. Mayberry personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and'that by his/her/their signatures) . n the instrument the per5on(s), or,the entity upon behalf of which the'person(s) acted, executed the instrument. WITNESS my hand and official seal. .� EDWARD C.sp awa C• kT EUG COMM.#1270065 13 a: ! NOTARY PUBLIC•CALIFOANIA N Edward C. Spector I LOS ANGELES COUNTY .. My Comm.ExCies duly 8.2004 S A F E C Q' POWER GENERAL INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA OF ATTORNEY HOME OFFICE: SAFECO PLAZA SEATME,WASHINGTON 96186 No. 6843 KNOW ALL BY THESE PRESENTS. That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA,each a Washington corporation, does each hereby appoint '•E S.ALBRECHT,JR.;C.K.NAKAMLIRA;LISA L.THORNTON;TRACY ASTON;MARIA PENA;MICHAEL R.h1AYBERRY;MARINA TAPIA;TOM BRANIGAN; CLARICE LEE;RICHARD E.BIGLEY;K•D.CONRAD;EDWARD C.SPECTOR;WILLIAM A.SADLER;ASHRAF ELMASRY;BRENDA WONG;Los Angeles, Califomia' Its true and lawful attomey(s)-ln-fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character Issued In the course of its business,and to bind the respective company thereby. IN WITNESS WHEREOF,SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 27th day of June 2003 CHRISTINE MEAD,SECRETARY MIKE MCGAYiCK,PRESIDENT CERTIFICATE Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA. 'Amide V,Section 13.-FIDELITY AND SURETY BONDS...the President,any Vice President,the Secretary,and any Assistant Vice President appointed for that purpose by the officer In charge of surety operations, shall each have authority to appoint Individuals as attomeys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company In the course of Its business...On any Instrument making or evidencing such appointment,the signatures may be affixed by facsimile. On any Instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be.Impressed or affixed or In any other manner reproduced; provided, however,that the seal shall not be necessary to the validity of any such Instrument or undertaking.' Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28,1970. 'On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (1) The provisions of Article V,Section 13 of the By-Laws,and (t) A ropy of the power-of-attomey appointment,executed pursuant thereto,and (lit) Certifying that sold power-of attomey appointment Is In full force and effect, the signature of the certifying officer may be by facsimile,and the seal of the Company may be a facsimile thereof.' 1,Christine Mead,Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA,do hereby certify that the foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of these corporations,and of a Power of Attorney issued pursuant thereto, are true and correct,and that both the 9y-Laws,the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF,I have hereunto get my hand and affixed the facsimile seal of said corporation this 29th dayof March 2004 eon�,� APaRlQE SEAL M SEAL x � I953 1>,Zs Of7 9( CHRISTINE MEAD,SECRETARY M74MAEF 2101 A A registered trademark of SAFECO C.orporatbn W27/2003 PDF IMPORTANT NOTICE TO SURETY BOND CUSTOMERS REGARDING THE TERRORISM RISK INSURANCE ACT OF 2002 As a surety bond customer of one of the SAFECO insurance companies(SAFECO Insurance Company of America, General insurance Company of America, First National Insurance Company, American States Insur- ance Company or American Economy Insurance Company), it is our duty to notify you that the Terrorism Risk Insurance Act of 2002 extends to"surety insurance". This means that under certain circumstances we may be eligible for reimbursement of certain surety bond losses by the United States government under a formula established by this Act. Under this formula,the United States government pays 90%of losses caused by certified acts of terrorism that exceed a statutorily established deductible to be paid by the insurance company providing the bond.The Act also establishes a $100 billion cap for the total of all losses to be paid by all insurers for certified acts of terrorism. Losses on some or all of your bonds may be subject to this cap. This notice does not modify any of the existing terms and conditions of this bond, the underlying agreement guaranteed by this bond, any statutes governing the terms of this bond or any generally applicable rules of law. At this time there is no premium change resulting from this Act. SG2PB 2403 WESCO I N F R A S 7 R U C F U R F. City of Huntington Beach 2000 Main Street City Clerk— Second Floor Huntington Beach, CA 92648 Bid Proposal for the 03-04 Sewer Rehabilitation Project SECTION C PROPOSAL for the 03-04 SEWER REHABILITATION PROJECT CASH CONTRACT No. 1231 in the l 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 110 working days, including material delivery, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and:`or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 PROJECT BID SCHEDULE ItemEstimated- Item with uni# prlce : :Extended 10- Qua' tit :written in Words Unit Price -Amount 1 l klobilization of equipment&materials. lump sum @ FOUR TUC L! AY VD FIVE HUNDRED Dollars S4.500.00 S4,500,00 NO Cents Per lump sum 2 1 Traffic Control per Specs. lump sum @ FIVE THOU5ND FIVE HUNDRED Dollars S5.500.00 S5.500.0_0 NO Cents Per lump sum 3 1 Demobilization of equipment&materials. lump sum @ FOUR THOUSAND FIVE HUNDRED`Dollars S4.500.00 $4,500.00 N 0 Cents Per lump sum 4 30763 Clean and inspect 8" pipe per Specs. Lf. @ �Fl F1Y boy$hN0 5�_:yI=N RUNDRED Dollars S_(.t:S S 5Q,159-�S FIFn 1<I&HT NIHTY a yra Cents Per I.f 5 180 Clean and inspect 10"pipe(siphon)per Specs. 1. @ S Dollars S 1.00 S 3b0 ,00 _ ZEM0 Cents Per I.F. _ 6 31 Clean and inspect 12" pipe per Specs. If @ _ SItTTo � Dollars $ 1.00 S (02. 00 _ ZRL Cents Per Lf. 7 30763 Line and inspect 8"pipe per Specs. EIGHT �bJNDit1=`i7 516HTY FOUFL -Rkt7U_S rdRars S 2$ 75 S FOuEI tt rlDRXV T"ft1RT`( 51X nAll+ajr)7 -1=1 Vf~ __. _ Cents Per IT 8 180 Line and inspect 10"pipe(siphon)per Specs. tinUSA14[Z FIVE RUNDKt'(pollars $ 15.00 S 13,600.00 Z p8n Cents Per Lf. 4 31 Line and inspect 12"pipe per Specs. I.f. @ VVDT41011 AwT? 5lX ftb!VRlgQ Ttf(WDollars S 9.00 _ $ 2fa 5,00 1('1 VE TCents Per Lf. 10 817 Re-open service lateral per Specs, each @ ONE HUNQREO TWO TIAOU5,AN_!_Dollars S IK-00 S 10 [ .00 Otte ljuNDF-EV Twi Iw / FIVE Cents Per each C-1 s PROJECT BID SCHEDULE Item stimated :::.° item with unit price Extended. :. Quantity .written in Words - Unit Trice Amount 11 40 Orind protruding lateral per Specs. each @ LOJ TKOU5AW'7 Dollars S �25.lp $ 9,0 .OD _ 2 VKS -- Cents Per each 12 1320 Rehabilitation of sewer manhole per Specs. V.f. @J-WD jjUW9V jt+lRTY ONI= ._ Dollars S •o0 5 231,000.00 T"DV5PIN _ Z��LD Cents Per v.f. _ _ �-13 500 APC placement as required per Specs. sq.yd. @ Sliu Two r"y5Atji7 FIVE Dollars $ 00 S b4 SOD •0 wuNbK6—D OD _ Cents Per s .vd. 14 10 Remove and replace frame and corer per Spccs. each @ -9--YI-'N ac)L Ai,1n Ei VE _Dollars S 150 ,00 S 11 01 100 14 VN0Q5D Z Cents Per each ^ 1� NOT USED @ Dollars S S Cents Per Total Amount Bid in Figures: $ ONl= MILU00 "eo "NOMP 77, y " >r16Mr `MV5prND11+RCE ffVND D +,37a,3 Total Amount Bid in Words: %�Vk5N Y 515:1 hhlfl '►tiUEEW-/ tk`NT5 If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY's notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY's option, be considered null and void. Accompanying this proposal of bid, find g}P ftuYl in the amount of$ 131 X7 •72 which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond", as the case may be). Bidder shall signify receipt of all Addenda here, if any: Addenda No. Date Received Bidder's Signature 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 Nanre and Address of Subcontractor State License Class of Work Number Ki?-K/S8 B1= �JV �l� C0_V-K� i EP>zc Yl s1�z� e - Z 9c, mac�tf0 3 R��ia�lX l3�• /ziv&2SID �z rp 4 Cv!/b S/ APO Py-AC&IA /A .141 3 V 1t vAi rry r At . k1vEiz_wP6 q z 0 C-`/Z By submission of this proposal, the Bidder certifies: 1. That they are 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. G3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of Orange V?NLCeM M AUc-_-t--I , being first duly sworn deposes an s that he or she is G FO of �`�E1� _L-ri i c- the party making the foregoing bid that the bid is not made in the interest of, or on the behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. e-c-, t T�T�Cil-I 11,rD Name of Bidder Signature of Bidder -tom r`�f�-A{yGE �fl O Scd Address of Bidder e this day of t7 , 200 J. T.C.ANDERSON _ Comm ion t 14398 Notary PupSc-Ca@forNo - Loi Arrpelea Courdy MyComm.Expkee Sep 24,2W7 NOTARY PUBLIC j NOTARY SEAL C-4 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the 03-04 SEWER REHABILITATION PROJECT; CC-1231, (I)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows: "Qualified Person: .4 person who, by reason of experience or instruction, is fa niliar 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 CAUOSHA 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. 1"lrc%1-i r�ra Oe--- I o--- . Contractor Y Title Date: C-s DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? f ❑ Yes 0 No If the answer is yes, explain the circumstances in the space provided. Note: This questionnaire constitutes a part of the Proposal, and.a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code, each contractor to whom a public works contract has been awarded shall sign the following certificate. 1 am aware of the provisions of Section 3700 of the Labor Code, which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. Contractor By V i NJ Title Date: 0 &H , r , C-7 BIDDER'S ItiFORMATION BIDDER certifies that the following information is true and correct: �til�S�u �Nf`Fc SIf v Bidder Name Business Address l OF-P-bIyc-C CIA 1 O S c City, State Zip (310 22.4- 5000 Telephone Number --790 P-1 -- State Contractor's License No. and Class \J j)I ,✓ 1�2 , UO U Original Date Issued - JU1-,'1✓ 30 , �001-4 Expiration Date • The work site was inspected by ' DON !1460 of our office on 200 The following are persons, Firms, and corporations having a principal interest in this proposal: C-9 The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. FSCQ 1 JO►--D C- Company Name Signature of Bidder Printed or Typed Signature Subscribed and sworn to before me this day of C. 1405Z IO #14396 6 C 0=0 CCU* NOTARY PUBLIC 0—'N �3p2�,�0 0 NOTARY SEAL Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past two years: Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed 2. Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed 3. Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed C-10 N WESCQ infrastructure West Coast _ Reference Lis��((t�� A _ . . 5, L c r WS Owner: County Sanitation Districts of Los Angeles County- Compton Field Office 920 S. Alameda Street Compton, CA 90221 Project Engineer: Ms. Margott Hinostroza—(310) 638-1161 'fax:-(310)764-1934 Summary of Work: 1 install of 15"x 15mm CIPP -3441f. Cleaning& CCTV. Bypass. Traffic Control. Job Completed: 5/2002 Original Contract: $40,152.00 Owner: County Sanitation Districts of Los Angeles County- Carson Field Office 24501 S. Figueroa St. Carson, CA 90745 Project Engineer;_ Mr. Alex Manesh—(310) 830-8050 fax: (323) 775-2050 Summary of Worts: 12" lining x 2,564 LF, 8".lining x 50 LF Cleaning & CCTV. Bypass. Traffic Control. Job Completed: Lining complete 5/2002 Original Contract: $176,408.00 _ ,®r % Owner: City of Fullerton -Dept. of Engineering 303 W. Commonwealth Ave. Fullerton, CA 92832 Project Engineer: Ms. Hye Jin Lee (714)738-6590 fax (714) 738-3115 Summary of Work: 3 installs of 18" and 2 installs of 24" CiPP— 425 LF of 18" and 320 LF of 24"—Plus add-on shot 18"x 95 LF Job Completed: 6/2002 Original Contract: $91,975 + $17,100 add-on shot/Kimberly = $109,075 P2 WESCO Infrastructure West Coast Reference List NO �R7 ��. �4 .r Y-_�-rti-3 `T�`r������ �.. �.+���.-3'��sty' r ".'•,r�-�~��7..�,r�t_f�?_" Owner: City of Laguna Beach Public Works Department 505 Forest Ave Laguna Beach, CA 92651 Project Engineer: Fred Shahidi Ph(949) 497-0345 Fax: (949) 497-0771 Summary of Work: 8"lining x 10,500 If, bypass, Cleaning & CCTV Job Completed: 1/24/03 Original Contract: ^_$358,750.00 _ -_ { ?..- pr ;+ �4, ! v #.�## •yy•����.. �gtr�:i.,y. �.., . s.,x -r4 5- -:.ii Owner: The City of South Gate South Gate Utility Authority 8650 California Ave. South Gate, CA 90280 Project Engineer: Henry Miedema, PE (PSOMAS) (7M) 751-7373 Summary of Work: Install lining for 8" -24"X 220,000 LF Reconnection/Sealing of Laterals connections (2000) Job Completed: ongoing Original Contract: $10,310,740 Owner: City of Laguna Beach Public Works Department 505 Forest Ave Laguna Beach, CA 92651 Project Engineer: Fred Shahidi Ph (949) 497-0345 Fax: (949) 497-0771 Summary of Work: 30,000 If x 8", 1,500 If x 10",2,3001f x 12",2,3001f x 15", 1,700 If x 18", 1,400 If x 21", bypass, Cleaning& CCTV Job Completed: 10/24/03 Original Contract: $1,531,900.00 r P.3 WESCO Infrastructure West Coast Reference List Owner: County Sanitation Districts of Los Angeles County P.O. BOX 4998 Whittier, CA 90607 Project Engineer: Ronnie Bernier Ph(562)699-7411 Summary of Work: 48"x 90 lining If,bypass, Cleaning&CCTV Job Completed: 11/2002 Original Contract: $97,131.23 Job Title: Emergency Sewer Rehab 36"42", &48" Owner: North of River Sanitation District 204 Universe Ave. Bakerfield CA 93308 Donald Glover—Manager—Tel. No: 661 399 6411 Summary of Work: CIPP of: 1300 LF of 36" 270 LF of 42" Job Completed: Nov. 19, 2003 Contract Amt. $316,461.00 P.1 WIT Project Experience Job Title: ati Briar Creek Trunk Sanitary Sewer Rehabiliton Project 1 Project# 04000-8-07-1-UTL (C&G) Owner: Memorial Hills Utility District c/o Smith, Murdaugh, Little &Bonham 1100 Louisiana, Suite 400 Houston, Texas 77002 Project Engineer: Eddie D. Bogard—(713) 782-0042 fax: (713) 782-5337 Summary of Work: Install of 8"x 6mm CIPP—3741f Install of 10" x 6mm CIPP— 1,073 If. Install of 12"x 7.5mm CIPP-- 1,027 If. Install of 15"x 9mm CIPP-- 7471f. Point Repairs Cleaning & CCTV. Bypass. Traffic Control. Rehabilitate Brick Manhole with Cementitous Job Completed: November 7, 2003 Original Contract: $122,084.91 Job Title: Sanitary Sewer Rehabilitation in Harris Count }►Municipal Utility District No. 26I Owner: Harris County Municipal Utility District No. 26 c/o Schwartz, Page &Harding, L.L.P. 1300 Post Oak Boulevard, Suite 1400 Houston, Texas 77056 Attn: Peter Harding (713) 623-4531 Project Engineer: Jones& Carter, Inc. 6335 Gulflon, Suite 100 Houston, Texas 77081 Attn: Bradley D. Jenkins, P.E. (713) 777-5337 Summary of Work: Install of 8"x 6mm CIPP—6,0741f Install of 10"x 6mm CIPP— 1,645 If Install of 12" x 7.5mm CIPP—484 1f. Install of 15"x 9mm CIPP— 2,316 If Install of 18" x 12mm CIPP—5301f. Install of 21"x 13.5mm CIPP— 1,162 If Point Repairs Cleaning & CCTV. Bypass. Traffic Control. Job Completed: August 7, 2003 Original Contract: $91,704.78 P.2 WIT Project Experience Job Title: Montgomery County Municipal Utility District No. 9 ' Storm Water Reconstruction B&A Job.#-1490 Owner: Montgomery County Municipal Utility District No. 9 c/o Bleyl & Associates 2251 N. Loop 336 W., Suite B ' Conroe, Texas 77304 (936) 441-7833 Fax: (936) 760-3833 Project Engineer: Robert M. Sprague, P.E. (936) 441-7833 fax(936) 760-3833 Summary of Work: Install of 36"x 16.5mm CIPP— 1601f Into outfall of Lake Conroe with strict regulation by EPA Job Completed: November 20, 2003 Original Contract: $27,992.85 Job_Title: Harris County W.C-113. No. 99 Sanitary Sewer:Line Rehabilitation Project PN 160 -]2 Owner: Harris County W.C.I.D. No. 99 c/o Vogt Engineering, LP 110 Vision Park Boulevard, Suite 200 Shenandoah, Texas 77384 (936)273 —9980 Project Engineer: Bill Browne, P.E. (936) 273 —9980 Fax: 936) 273 - 9988 Summary of Work: Install of 8"x 6mm CIPP--3,970 if Install of 10" x 6mm CIPP—9701f. Install of 12" x 7.5mm CIPP— 100 If. Install of 15"x 9mm CIPP— 187 If. Install of 18"x 12mm CIPP— 1,454 If. Point Repairs Cleaning & CCTV. Bypass. Traffic Control. Job Completed: January 7, 2004 -Original Contract: $206,359.50 P.3 WIT Project Experience Job Title: 'Harris County-Municipal Utility District-No. 109 Sanitary Sewer Rehabilitation, Phase I Owner: Harris County Municipal Utility District No. 109 c/o Brown& Gay Engineers, Inc. 11490 Westheimer, Suite 700 Houston, Texas 77077 (281) 558-8700 Fax: (281) 558-9701 Project Engineer: Chris Jacob, P.E. (281) 558-8700 fax: (281) 558-9701 Summary of Work: Install of 8"x 6mm CIPP—5,998 If Install of 24" x 16.5mm CIPP—228 If. Install of 30" x 21 mm CIPP—601f Point Repairs Cleaning & CCTV. Bypass. Traffic Control. Job Completed: In progress Original Contract: $295,856.07 Job Title: City of Pearland/Inflow/Infiltration Reduction for Sleepy Hollow&Longwood Service Areas Phase II Project#'B2003-103 ! Owner: City of Pearland 3501 East Orange Street Pearland, Texas 77581 Attn: Danny Cameron (713) 775-4074 Fax: (281) 652-1710 Project Engineer: Vernon Webb (713) 869-7900 fax: (713) 869-5502 Summary of Work: Install of 18"x 13.5mm CIPP—5,0001f Install of 20"x 15mm CIPP--6,400 If. Install of 24" x 16.5mm CIPP—8,400 If Install of 27"x 21 mm CIPP-- 5,200 If Remove & Replace 20' depth Manholes Point Repairs 18' to 20' depth Seal Manholes 1200 VF Cleaning & CCTV. Bypass. Traffic Control. Job Completed: In Progress 75% complete Original Contract: $1,969,999.50 The following information must be returned with the bid Bidder's name: r-- }� Bidder's address: �SCT _FJ.,j � Nc•�`C��A Phone number: Fax number: Pipeline rehabilitation process (trade name) bid: `1- 19t A C Pi-' Creenbco ly"�lp�> (Choose only one per Section B- "Instructions to Bidders" #12 Manhole rehabilitation process (trade name) bid: Attach a letter to this sheet from the manufacturer stating that: 1. The installer (bidder) listed above is factory licensed and trained. 2. SDR thickness supplied (minimum thickness SDR 35) 3. Have the ability and will supply the necessary amount of material within the construction time frame. List of three certified laboratories that can perform the required ASTM testing. Laboratory number 1: Name: FAY1 IF-CV/ LA 13�121i �0 S ; j1J C Address: )4- ()+ 6RA 4Ir AVC • VA MYiw>V Nrr CP- Rb72 3 Telephone number: (_T�Z) b 33 4 F. 2 Contact person: _):E� tj t Mn filE hr AN uZ� Laboratory number 2: Name: ,CC0_ ` '� Address: 14�gls- Vrn-�vm `fitvj- Cain-b�L-m Cry ,�' fin, Telephone number: 3SS� Contact person: 9'A7IK IDVIZ Laboratory number 3: Name: A u S E R C4 1h� Address: f fi- t NRV7 I L S Ct. _ r t� �l tA�V L 1}.,n C�� Telephone number: FS!?6 Contact person: - 1�vu I o-5 '736r ,� 03/29/2004 12:23 FAX 3103201181 COUCH �001 03/25/2004 14: 42 141a1 IbleUbUI itiuvr,r ii N V OWETM A Lantor Group Company 1 Tupperware Drive Suite 4 (T)401-7612-0686 N.6miihkid,RI 02B98 (F)401-762-0687 July 3, 2003 Mr. Roy Domingo Engineer,lator Wesco Infrastructure 20100 ,S. Western Ave. Torran:e, CA 90501. Reference: Manufacturers Certirleatiou Subject: Novapipe Certified Installer Dear Mr. Domingo, This document is provided as testimony to the expertise demonstrated by you and your organization in evaluating, engineering and installing NovapipeTm Cured in Place Pipe. Your vse and continued selection of Novapipe demonstrates your mastery of the "Novapipe Advantage". It is with great pride that we provide this Novapipe Certified bw llesr Certificate to Rey Domingo and Wesco Infrastructure. Sincerely, S. Will1wnson Technical Sales Maziager Novapipe A Lantor Group Company L Advanoed Materials Group €Mjw- CORPORATE HEArOUARTERS Bellingham,MA 020-9 www.novapipe.com Cr)408-964-1311 (P)5DO486-1405 1-888-469-NOVA 03/29/2004 NON 12:18 [TX/RX SO 85351 lihO01 03/29/2004 MOO 11:34 [TX/RX NO 81021 Z 001 03/30/2004 12:20 14017620687 NOVAPIPE PAGE 02/02 Y101VOW"IPE T, A L antor Group Company i Tupperware Drive Suite 4 m 401-762-006 N.Smithfield,RI 02896 (F)401-762-0687 March 30, 2004 Mr. Rey Domingo Wesco Infrastructure 20100 S. Westem Ave. Torrance, CA 90501 Reference: City of Huntington Beach 03-04 Sewer Rehabilitation Dear Mr. Domingo, This letter will confirm, our oon u nitment to Wesco Infrastructure Technologies, to provide all Cured in place Pipe products for the above referenced project. As you know we are a fully automated, vertically integrated manufacturer. Novapipe is able to produce 30,000 if of small diameter pipe each day, inspecting and shipping as much as fifty percent of manufactued products daily. At present we are loaded at 38% of plant capacity. At this rate we anticipate shipping 1.5million feet of CIPP this year with enough remaining plant capacity to double this output without additional workdays. As a Factory Certified Installer of Novapipe products your material orders will be produced and shipped within(2)weeks of order any size any diameter any length. We thank you for your continued support. Best reg S. Williamson Technical Sales Manager 7 LLANTO c; , Advancod Materials Gro p CORPORATE HEADQU WERS Bellingham,MA 02019 www avapipe.corr (T)60"06-1311 (F)5 -968-1805 1.886-469-NOVP 03/30/2004 TUE 09:06 [TX/RX NO 81351 Z 002 W E S CO 20100 S. Western Ave. Torrance, CA 90501 I N F R A S T R U C T U R E (310) 224-5000 03-04 Sewer Rehabilitation Project City of Huntington Beach CIPP Liner Thickness Calculations Attached are the calculated minimum thickness based on the Project Specifications. Wesco will install CIPP Liner to meet the thickness requirements in conformance with Project Specifications500-1.1.1: (1�44 U1iit rvutj -RAc mtviiiviow+ +1tial yiess CDI2 3s Size Minimum wall thickness 8" 0.225 inches or 5.625 mm 10" 0.280 inches or 7 min 12" 0.336 inches or 8.4 mm C F6) • i . CIPP DESIGN date: 03/29/04 GRAVITY PIPE, FULLY DETERIORATED CONDITION PROJECT NAME City_of.Huntington:Beach 03=04'Sewer Rehab':Pro ect � LOCATION Various°B'aSi3vrer:Lines .3 �! t «_, d ku:'-"a14 !.I I sa ti , 1`-, t. DESIGN CRITERIA PIPE MEAN INSIDE DIAMETER INCHES BAhn. 51�»r. tr �!( OVALITY % fIIII AI{I 111�121,%!MIN9I : RAWiiirl PIPE MINIMUM INSIDE DIAMETER INCHES Al 11ry11;84iin Iii 1I�fB!IN EXTERNAL WATER FT ABOVE INVERT tl�'akrYl01117:O�ft DEPTH OF SOIL(Hs,FT ABOVE TOP OF PIPE) ,•;10:00F .1jl,l -1'w' -W t � -jt SOIL MODULUS(E's), psi y11, 1 040psi. �j 'Cjihl« !' � CIPP FLEXURAL MODULUS E , psi N250:000i psi CIPP FLEXURAL STRENGTH apsi i :11'4;540. sitaki *' k= �i: REDUCTION TO ACCOUNT FOR LONG-TERM EFFECTS % �ll! 54K% � i SOIL DENSITY w Iblft = 3x120abslft LIVE LOAD Concentrated Ibs P ° ..i:16.000.1b5* LIVE LOAD Distributed lb/ft;' =is' ;~?<-.;Iolpe/fta Distributed Load Width. X ft Distributed Load Length, Y ft : ,:_,.: 20,ft::.:.:::..: :::: ... :. FACTOR OF SAFETY, N DESIGN CALCULATIONS I. BUCKLING ANALYSIS(MODIFIED AVWVA FORMULA) , ._,_ (E,_ 1``2 qr =Cxf32xRwxB xEsx3� L D3 ! - N x q, )2 Solve for t, ! = 0.721 x D x —( C ' EL x R,,,B x E .r where, q, -total external pressure on pipe,psi =0.433Hw+wHsRw/144+Ws Hµ -height of water above top of pipe,ft H, -height of soil above top of pipe,ft W -soil density, Ib/ft3 R w -water buoyancy factor 1 -0.33(Hw/Hs):minimum value=0.67 Ws -live load,psi(Wsc and/or Wsd) D -mean inside diameter of existing pipe(or CIPP outside diameter),inches C -ovality factor CI100)/ 1+100�2]3 q -ovality =100 x(max.dia.-mean dia.)/mean dia. N -factor of safety,typical value=1.5 to 2 8' -coefficient of elastic support = B - 1 1+4e-065H5 Ej, -flexural modulus of elasticity of CIPP, psi,reduced to account for long-term effects ! -moment of inertia,in"/in=t3/12 t -CIPP thickness,inches s PAGE(2) PROJECT NAME.......City of Huntington Beach a. Determine load q, =0.433xH +�''x1s, ,� +1f' 144 R,f. =1-0.33x'. s Rw= 0.79 w= 120 lbs/ft3 1.LIVE LOAD Live loads(concentrated) _ 0.33xCsr. xPxFsc where, T1 sc — 12 x D Wsc concentrated live load,psi P -concentrated load,Ibs Fsc -impact factor Csc -load influence coefficient(concentrated) D -inside diameter of existing pipe (or C I P P outside diameter), inches Live load(distributed) CS, x p x F,.,, >f., = 144 where, Wsd -distributed live load, psi p -applied surface load, Ib/ft2 Fsc -impact factor C sd -load influence coefficient(distributed) D -inside diameter of existing pipe (or CIPP outside diameter), inches P = 16,000 Ibs Csc = 0.028 Fsc = 1 P = 0 psf Csc = 0 F sd = 0 W,c = 1.54 psi Wsc = 0.00 psi Ws =WSC +Wsd = 1.54 psi 2. TOTAL EXTERNAL_LOAD qr 10.9 psi b. Calculate coefficient of elastic support B'= 0.324 PAGE(3) PROJECT NAME.......City of Huntington Beach C. Calculate ovality reduction factor z1 C= �1— 3 ]00)I(1+ l00) J C = 0.836 d. Calculate EL EL=E-(E x reduction factor to account for long-term effects) Ei= 250,000 -( 250,000 x 0.5 } Ez_ 125,000 psi e. Determine minimum CIPP thickness in buckling 2 lj3 `rx�Ir r=0.721xDx C ELxR.. xB xEs t= 0.16 in. External Pressure, Deteriorated Conduit f. Check minimum stiffness requirement ExI _ E >0093 D' 12x(DRY where, DR=dimension ratio, DR=D/t solve for t, D3 E 12 x 0.093 t= 0.131724 inches (Min, Stiff. Limitation, Deteriorated Conduit) ll. Deflection(Spangler Formula) Y _ Kx(LlK+1Vs� x100 D � E +0.061xEs 1.5x(DR—I)' where, Y -vertical deflection of CIPP, inches YID -deflection ratio,expressed as a percentage k -empirical lag factor,taken as 1.25 K -bedding constant,taken as 0.083 W -earth load,psi WS -live load,psi(WSC and/or WSD) DR -CIPP dimension ratio=D/t E's -modulus of soil reaction,psi (typical value 700-1500 psi) PAGE(4) PROJECT NAME.......City of Huntington Beach a. Determine loads 1. Earth load(modified Marston formula) It' = CxlrxB[! 144 where, W -earth load, psi Bd trench width,ft w -soil density, Iblft3 C - 1 -e(-2ku'HsIBd)12ku' e -2.718 k a ratio of horizontal to vertical pressures u' coefficient of sliding friction between the backfill and trench walls Hs soil depth to top of pipe,ft Bd= 2.25 ft ku'= 0.13 C= 2.64 W= 4.94 psi 2. Live load WS = 1.54 psi b. Calculate deflection Dimension ratio(DR)=Dlt= 50.1531 YID = 1.03 % <5%allowable? "'" O.K. III, BUCKLING DUE TO EXTERNAL WATER PRESSURE(MODIFIED TIMOSHENKO) Restrained buckling analysis P 2xKxEr I C = x x- 1—v2 �DR—t}' N solve for t, _ n f 413 2xKxE! xC I P x N x 1—v2 + D mean I.D.of existing pipe(or CIPP outside dia.), inches t CIPP thickness,inches DR -dimension ratio,(DIt) P -allowable restrained buckling pressure,psi (or allowable external pressure measured above the pipe invert) K -enhancement factor(typically 7) EL= -flexural modulus of elasticity of CIPP,psi, reduced to account for long-term effects PAGE(5) PROJECT NAME.......City of Huntington Beach C =ovality reduction factor= a C= (I 100)/�]+100�21 (Mean Diameter-Minimum Diameter) q =100 x ------------—--------------———-— -—-— Mean Diameter v =Poisson's Ratio(0.30 typical for CIPP) N =safety factor,(typically 1.5 to 2) a. Determine load _ 1I x62.4 P 144 Hw-External water above invert(ft) P= 3.03 psi b. Calculate thickness K=enhancement factor= 7 v=Poisson's ratio= 0.3 t= 0.12 inches (External Pressure Buckling) IV. PRESSURE LIMITED DUE TO STRESS 1.5x--9--x 1+-- le 1+--- xDR= 6 9 9 100 100 100 PN where: a= flexural strength of CIPP,psi solve for t, ].SxI00x�1� I jx -0.5x(I+]OO)x(�) PN 25.515 9.45 �----- - —-- = 923.1 e t 741.8 t2 4.08 t 1.96 = 0 t_= 0.1 inches (Maximum Compressive Hoop Stress) V. SELECT MINIMUM CIPP THICKNESS THICKNESS LIMITATIONS 0.1595 INCHES: EXTERNAL PRESSURE, DETERIORATED CONDUIT(AVWVA) 0.1317 INCHES: MINIMUM STIFFNESS LIMITATION,DETERIORATED CONDUIT 0.1227 INCHES: EXTERNAL PRESSURE BUCKLING 0.1000 INCHES: MAXIMUM COMPRESSIVE HOOP STRESS MINIMUM DESIGN THICKNESS= 0.16 inches 4.1 mm DR= 50.2 DESIGN CASE: EXTERNAL PRESSURE, DETERIORATED CONDUIT(AVWVA) CIPP DESIGN Date: 03/29/04 GRAVITY PIPE, FULLY DETERIORATED CONDITION PROJECT NAME Cit :of:Huntin tonlBeach: LOCATION Various`:1 D'wSewer:LinesTfi DESIGN CRITERIA PIPE MEAN INSIDE IIAMETER INCHES OVALITY % 0:4'car_"'2 %.,: PIPE MINIMUM INSIDE DIAMETER(INCHES) = 9.SD1iri„ ;i EXTERNAL WATER FT ABOVE INVERT DEPTH OF SOIL(Hs. FT ABOVE TOP OF PIPE) 9ft0 fl0 fi _—M�'R SOIL MODULUS(E's), psi ,:�. CIPP FLEXURAL MODULUS E , psi250,0003 CIPP FLEXURAL STRENGTH opsi 1R 4 500a 1_ - REDUCTION TO ACCOUNT FOR LONG-TERM EFFECTS %a 111115110W 501,% SOIL DENSITY w lb/ft" 120jIrS1ft3 LIVE LOAD Concentrated Ibs P % 16'0001lbs LIVE LOAD Distributed Ib1ft7 16-81feAlwarummm Distributed Load Width, X ft I� 9sft Distributed Load Length. Y ft 1 1 . 20.1ft FACTOR OF SAFETY,N 2 DESIGN CALCULATIONS I. BUCKING ANALYSIS MODIFIED AWWA FORMULA r �: �72 9, =CxL32xR�. xB'x '.sxf Er.xIl N l D- ti_ Z 1/3 x q. l = 0.721xDx C Solve for t, E, x RH,B' x C•s where, qt -total external pressure on pipe, psi =0.433Hw+wHsR,V144+Ws N,N -height of water above top of pipe,ft H, -height of soil above top of pipe,ft W -soil density, Iblft3 R w -water buoyancy factor = 1 -0.33(H•w 1 Hs), minimum value=0.67 WS -live load,psi(Wsc and/or Wsd) D -mean inside diameter of existing pipe(or CIPP outside diameter), inches C -ovality factor C = [�]- / l+ 9 100) 100),]3 q -ovality = 100 x(max.dia.-mean dia.)/mean dia. N -factor of safety,typical value= 1.5 to 2 1 B' coefficient of elastic support = B' _ Et -flexural modulus of elasticity of CIPP, psi, reduced to account for long-term effects 1 -moment of inertia,Olin=ell t -CIPP thickness, inches PAGE(2) PROJECT NAME.......City of Huntington Beach a. Determine load q, =0.433xH, +wxH,xR. +fVa. 144 R,, =1-0.33x Hw fls RW= 0.80 w= 120 Ibslft3 1.LIVE LOAD Live loads(concentrated) _Esc _ 0.33 x CA,x P x Fsr. where, 12 x D Wsc -concentrated live load, psi P concentrated load, Ibs Fsc -impact factor Csc -load influence coefficient(concentrated) D -inside diameter of existing pipe (or CIPP outside diameter), inches Live load(distributed) i1 su — C.wxPxF." 144 where, Wsd -distributed live load, psi p -applied surface load,Iblft2 Fsd -impact factor Csd -load influence coefficient(distributed) D -inside diameter of existing pipe (or CIPP outside diameter), inches P = 16,000 Ibs Csc = 0.028 F sc 1 p = 0 psf C sd 0 Fsd = 0 Wsc = 1.23 psi Wsd = 0.00 psi Ws =W& +Wsd — 1.23 psi 2. TOTAL EXTERNAL LOAD q, 10.6 psi b. Calculate coefficient of elastic support B'= 0.324 PAGE(3) PROJECT NAME.......City of Huntington Beach C. Calculate ovality reduction factor C (I 100 j!/ I� 00)' , C C = 0.836 d. Calculate EL E.-_E-(E x reduction factor to account for long-term effects) 1=z. 250,000 -( 250,000 x 0.5 ) E,. 125,000 psi e. Determine minimum CIPP thickness in buckling ff z 1'" 1=0.721xDx 1,4.C9 � I E! x R�,. x B x E's I t= 0.19 in. External Pressure, Deteriorated Conduit f. Check minimum stiffness requirement Ex1 E >_0.093 Ds - 12x(DRY where, DR=dimension ratio, DR=Dlt solve for t, _ D3 1 E 12 x 0.093 t= 0.164655 inches (Min.Stiff.Limitation,Deteriorated Conduit) II. Deflection(Spangler Formula) Y _ Kx(LW+t1,) x100 DY E +0.061xE's 1.5x(DR—I where, Y -vertical deflection of CIPP,inches YID -deflection ratio,expressed as a percentage L -empirical lag factor,taken as 1.25 K -bedding constant,taken as 0.083 W -earth load,psi Ws -live load,psi(WSC and/or WSD) DR -CIPP dimension ratio=Dlt E's modulus of soil reaction, psi (typical value 700-1500 psi) PAGE(4) PROJECT NAME......,City of Huntington Beach a. Determine loads 1. Earth load(modified Marston formula) Ff= _ C x u:x Bd 144 where, W earth load,psi Bd -trench width,ft w -soil density, Ib/ft3 C -1 -e(-2ku'Hs/Bd)/2ku' e -2.718 k -a ratio of horizontal to vertical pressures u' -coefficient of sliding friction between the backfill and trench walls Hs -soil depth to top of pipe,ft Bd= 2.5 ft ku'= 0.13 C= 2.49 W= 5.18 psi 2. Live load Ws = 1.23 psi b. Calculate deflection Dimension ratio(DR)=D/t= 51.3266 YID = 1.03 % <5%allowable? " O.K. III. BUCKLING DUE TO EXTERNAL WATER PRESSURE;(MODIFIED TIMOSHENKO) Restrained buckling analysis P- 2xKxE, I xC 1—vT (DR—1)' N solve for t, D 2xKxE,xC� +l P x N x I—V D mean I.D.of existing pipe(or CIPP outside dia.), inches t -CIPPthickness, inches DR -dimension ratio,(DI) P -allowable restrained buckling pressure,psi (or allowable external pressure measured above the pipe invert) K enhancement factor(typically 7) EL_ -flexural modulus of elasticity of CIPP, psi, reduced to account for long-term effects PAGE(5) PROJECT NAME.......City of Huntington Beach C =ovality reduction factor= C=[(I y II 00XI+100I J (Mean Diameter-Minimum Diameter) q = 100 x - Mean Diameter v =Poisson's Ratio(0.30 typical for CIPP) N =safety factor,(typically 1.5 to 2) a. Determine load H..r62.4 P= Hw-External water above invert(ft) 144 P= 3.03 psi b. Calculate thickness K=enhancement factor= 7 v=Poisson's ratio= 0.3 I= 0.15 inches (External Pressure Buckling) IV_ PRESSURE LIMITED DUE TO STRESS 1.5x—x 1+— xDR'-0.5x I-+-- xDR= Cr9 4 9 100 � 100 100 PN where, Q= flexural strength of CIPP,psi solve for t, 1.5x— —x 1+ xrD —0.5x 1+—)x(D'� I]00 ]00� �r ) ]00 r) PN 26.515 9.45 ---- ----- - 923.1 t2 t 741.8 t2 ' 5.10 t - 3.06 = 0 t= 0.1 inches (Maximum Compressive Hoop Stress) V. SELECT MINIMUM CIPP THICKNESS THICKNESS LIMITATIONS 0.1948 INCHES : EXTERNAL PRESSURE, DETERIORATED CONDUIT(AWWA) 0.1647 INCHES : MINIMUM STIFFNESS LIMITATION, DETERIORATED CONDUIT 0.1533 INCHES : EXTERNAL PRESSURE BUCKLING 0.1000 INCHES : MAXIMUM COMPRESSIVE HOOP STRESS MINIMUM DESIGN THICKNESS= 0.19 inches 4.9 mm DR= 51.3 DESIGN CASE: EXTERNAL PRESSURE, DETERIORATED CONDUIT(AWWA) CIPP DESIGN Date: 03/29/04 GRAVITY PIPE,FULLY DETERIORATED CONDITION PROJECT NAME Ci ,of:Huntin tontBeach_ u[tG?dl :� IRIIN�itP!kdNi 9' 03'04'SewerRetiab'Pro-ect! - 'w �a ,lild �it` ` . - - ,i'.I�� :1 �§ LOCATION Various',12mSewerLihes 'i', ° laltki lu!Ii"We'"M NNW�&:. r. "v�1-''w= s--x' , tN!'.�:..s � t.�y r-° �4 ('�, v�x` L--s i :�-;lu:Wig`a,��,.��s. "�_s...'�.,ti,,,�,'�. .�r:k:,��.,.-,..,..-W��.s-.�,... �� . . �__,T DESIGN CRITERIA s PIPE MEAN INSIDE DIAMETER(INCHES) 12.0 in. OVALITY % 2-% . PIPE MINIMUM INSIDE DIAMETER INCHES 11.76:in: - EXTERNAL WATER FT ABOVE INVERT 10.0:.ft DEPTH OF SOIL(Hs, FT ABOVE TOP OF PIPE) SOIL MODULUS(E's),psi _1;OM psi CIPP FLEXURAL MODULUS E , psi 01! 250000: si CIPP FLEXURAL STRENGTH opsi t14;500= sit ; Idtl;r!I�1 REDUCTION TO ACCOUNT FOR LONG-TERM EFFECTS % 10 . 501% ,� iimp'NiltiA SOIL DENSITY w Ibjft3 a` 120rlbs/fta LIVE LOAD Concentrated Ibs PR16Ofl0tlbs EL� itliiil3t LIVE LOAD(Distributed)( lb/ft j "iOsltis/ Distributed Load Width, X ft 2i Baft Distributed Load Length. Y ft 20 ft= _ t* `€'-Sail's. FACTOR OF SAFETY, N DESIGN CALCULATIONS I. BUCKLING ANALYSIS(MODIFIED AWWA FORMULA) r 1lv� q, = N x L32 x RW,x B'x E's x FD3 ,�J — '/3 (Nxq, II 2 I t - 0.721xDx C Solve fort, E I x R, B x E s , J where, q, -total external pressure on pipe, psi =0.433Hw+wHsR%J144+Ws H- -height of water above top of pipe,ft Hs -height of soil above top of pipe,ft W -soil density, Ib/ft3 R w -water buoyancy factor =1 -0.33(Hw/Hs),minimum value=0.67 Ws -live load,psi(Wsc and/or Wsd) D -mean inside diameter of existing pipe(or CIPP outside diameter),inches C -ovality factor lz c (1 ooj + ]3 1 oo ) q ovality = 100 x(max.dia.-mean dia.)/mean dia. N factor of safety,typical value= 1.5 to 2 1 B' -coefficient of elastic support = B = c•6�H 1+4e- s EL -flexural modulus of elasticity of CIPP, psi, reduced to account for long-term effects ! -moment of inertia, in4/in=t3112 t -CIPP thickness, inches PAGE(2) PROJECT NAME.......City of Huntington Beach a. Determine load q, �0.433xHw + wxH, xR +Tf'S. 144 . Ru. =1-0.33x 11h HS Rw= 0.80 w= 120 Ibslft3 1. LIVE LOAD Live loads(concentrated) 0.33 x C.S.Q.x P x FS.� where, 12 x D Wsc -concentrated live load, psi P -concentrated load, lbs FSc -impact factor Csc -load influence coefficient(concentrated) D -inside diameter of existing pipe (or CIPP outside diameter), inches Live load(distributed) Cs x p x Fs:r 144 where, W sd -distributed live load, psi p applied surface load, Iblft' FSd -impact factor Csd -load influence coefficient(distributed) D -inside diameter of existing pipe (or CIPP outside diameter), inches P = 16,000 Ibs C S� = 0.019 FSc = 1 P = 0 psf C Sd = 0 F sd = 0 WSG = 0.70 psi WSd = 0.00 psi Ws =Wse +WSd 0.70 psi 2. TOTAL EXTERNAL LOAD q1 14.6 psi b. Calculate coefficient of elastic support 8'= 0.399 PAGE(3) PROJECT NAME.......City of Huntington Beach c. Calculate ovality reduction factor = �l— 9 �;1 l+ 9 C 100, l 100J ] t: = 0.836 d. Calculate EL EL=E-(E x feduction factor to account for long-term effects) E1. 250,000 -( 250,000 x 0.5 ) E,. 125,000 psi e. Determine minimum CIPP thickness in buckling z � �L x 9 t=0,721xDx C Et xR, xB'xEs t= 0.27 in. (External Pressure, Deteriorated Conduit) f. Check minimum stiffness requirement Exf = E >0.093 D3 12 x(DR)' where, DR=dimension ratio, DR=DA U3 solve for t, D3 t= � 12 x 0.093; t= 0.197586 inches (Min. Stiff.Limitation,Deteriorated Conduit II. Deflection(Spangler Formula) Y — K x(Lill t 1i/S) x 100 D E +0.061xEs 1.5x(DR—1)' where, Y -vertical deflection of CIPP,inches YID -deflection ratio,expressed as a percentage L -empirical lag factor,taken as 1.25 K -bedding constant,taken as 0.083 W -earth load,psi Ws -live load,psi(WSC and/or WSD) DR -CIPP dimension ratio=DA E's -modulus of soil reaction,psi (typical value 700-1500 psi) PAGE(4) PROJECT NAME.......City of Huntington Beach a. Determine loads 1. Earth load(modified Marston formula) )f/— CxwxBd 144 where, W -earth load, psi Bd -trench width,ft w -soil density, Ib/ft3 C 1 -e(-2ku'HslBd)12ku' e -2.718 k -a ratio of horizontal to vertical pressures u' -coefficient of sliding friction between the backfill and trench walls Hs -soil depth to top of pipe,ft Bd= 2.5 ft ku'= 0.13 C= 3.04 W= 6.33 psi 2. Live load Ws = 0.70 psi b. Calculate deflection Dimension ratio(DR)=Dlt= 44.33012 YID = 1.13 % <5%allowable? *"' O.K. III. BUCKLING DUE TO EXTERNAL WATER PRESSURE MODIFIED TIMOSHENKO) Restrained buckling analysis P= 2xhxE` x 1 xC solve for t, D t— u3 C2x1�1 JJ +1 Px:�'x 1—vz D -mean I.D.of existing pipe(or CIPP outside dia.), inches t -CIPP thickness,inches DR -dimension ratio, (Dlt) P -allowable restrained buckling pressure, psi (or allowable external pressure measured above the pipe invert) K -enhancement factor(typically 7) EL- -flexural modulus of elasticity of CIPP, psi, reduced to account for long-term effects PAGE(5) PROJECT NAME.......City of Huntington Beach C =ovality reduction factor= C= l—q I1+q T' 1001 , 100� (Mean Diameter-Minimum Diameter) q = 100 x -------------------------------------------------------- Mean Diameter v =Poisson's Ratio(0.30 typical for CIPP) N =safety factor,(typically 1.5 to 2) a. Determine load H�x62.4 P= Hw-External water above invert(ft) 144 P= 4.33 psi b. Calculate thickness K=enhancement factor= 7 v=Poisson's ratio= 0.3 t= 0.21 inches External Pressure Buckling) IV. PRESSURE LIMITED DUE TO STRESS 1.5xgx 1+q xDR'-0.5x ]+ 4 1.xDR= 100 100 100) P1r where, a= flexural strength of CIPP:psi solve for t, 1 1.5x—xrI+— x D v-0.5x 1+—lx D I=q 100 ` 100) t ( 100) (t j PIV 25.515 9.45 --------- ------------- = 923.1 t2 t 519.2 t2 6.12 t - 4.41 = 0 t= _ 0.1 inches (Maximum Compressive Hoop Stress) V. SELECT MINIMUM CIPP THICKNESS THICKNESS LIMITATIONS 0.2707 INCHES : EXTERNAL PRESSURE,DETERIORATED CONDUIT(AWWA) 0.1976 INCHES: MINIMUM STIFFNESS LIMITATION, DETERIORATED CONDUIT 0.2068 INCHES: EXTERNAL PRESSURE BUCKLING 0.1000 INCHES: MAXIMUM COMPRESSIVE HOOP STRESS MINIMUM DESIGN THICKNESS= 0.27 inches 6.9 mm ❑R= 44.3 DESIGN CASE: EXTERNAL PRESSURE, DETERIORATED CONDUIT(AVVWA) 03/29/2004 17:34 14017620697 NOVAPIPE PAGE* 02/08 a 1 InC1Y�QG�"(5 CALIFORNIA 09PARTMM op PUBLIC WORKS BUREAU OF 'PIN Nr 1 ivy 4w ENGI !@NaING 1)pp]� �j tAR VITALY R.'TRDYArd,P.E. YRE3r�PFI ZZ OIRLs OR4 C17Y tNGINBEA CtSN►Ij p4EEtrr�Ta JAMES K. M.AHN WN9RA L)NFORMATION ,..,- YR•I:�R re1.:711-B7P-L'76� PBw 25�6?5�;':1 1l.8Ar_PE �r spN J�lu f ust 27, 2i702 F -_P. 'r1 John Williamson, Technical Director !-ante.-Novaplpe I Tupperwjore DrIva, Suite 4 N. $rr-ithfiefd, ill 020A6 De,gr Mr. Wiillernson: Re: NOVAPiPE CIPP FORMULATED WITH INTERKASTiCS VE8190 This follows up your letter dated August 2, 2002 and our carrespondenm dated duly 15 and 23. 2002. Again, the CIPP s*ystt;m responded to the nlcal exposure as follows: Weight change, 15xcellent Hardness change: Excellent Tal�s�ls stmngth chenge: Good, with reactions noted from rrWc acid and ferric ohlodde. Elongation, Safisfactory, wftli reactions noted from sulphujfc acid, sodium hydroxide, alx monlllm hydroxide, nttrlc acid, fen c chlorlde, soap end detergent expoqures. OversII, this materi.9I ja s d SSPWC Seatipn 21b�2.3 Cherr3lcal Reslsf�nce Test E3nd iS useable on City projects. This mt-ierhll wilt appear In-our specifications as follows and Mill be Incorporated into tho nexi revision of our'Approved List of Sanitary Sewer Products", Archive Report, Leb 42002-514-85, dated done 24, 2002 Trade Name. !_entor Nova Pipe CIPP Approved Uso: Sanitary Sewer and Storm Drain Pips Rehabilitation fnstell6don: S8PV C Seallon 500-11.4 as mad ited by Standard Plea S-610 Size Range: 100 mm to 1200 ruin (4"to 46'q pps n: lnterplestics CORV,E 8190 vinylester l'alf tube. Nova Pipe needled poiyastarfart coated with 15 mils polyaneMane on the face exposed to flow, msnLfactured at 200 Homer Avenue, Ashland, MA 01721- Field-cared co.mposke pipe properties lnNal Flexural Modulus,, 2758 IOPe (400:000 psl)minimum initial Tensile Strength: 37.2 IVPa (5,400 psi) minImurn F19x1.1ral Modcrlr.rs for 50-year Design: 689.6 MPa (100,000 psi) minimum fire E fit:.+l_ ri+7F'i-r-T*0Z1-rr OPPORTUNITY •AFFIRM ACM Z L0`rE1x 03/29/2004 RON 14:20 [TX/RX NO 81111 Q 002 03/29/2004 17.34 14e17620687 NOVAPIPE PAGE 03/00 ' ' • ' Mr,•1Nl!liamsOn - 2 - August 27,2002 The value far"Flexural Modulus Rcr Design"may be Improved upon submission of long term creep data from an independent laboratory(such as ASTM D 2990). if there are any questions, please Contact me at (213)847-8776. arely, Manager Investigations Group 650 S. Spring Street,Suke 4OG Los Angeles, Califort0a 9b014-1913 HS L:hl/nova aN.wn6 cc: W. Lawson, WCED - M/S 538 Cen - MIS 503 W L4- M/S 499 Val-MIS 496 Her- M/S 497 E. Achonu, Corr Ad Mtl Cntti - MIS 480 T. Gorman, Con Ad'Mtl Cntrl-MIS 480 J. Ellison, DSIG r r-r 03/29/2004 MON 14:20 [TX/RX NO 81111 [j003 03/29/2004 17:34 14017620687 NOVAPIPE PAGE 04/09 Yra c0 GIJuc JJ ,s;rzrl nr �pcmitBC�gltt s C37'Y OF WS ANC UM 'Lab No-:2 5 L4.0 DIEPARTMMT OF GIMRAL SERVICES page 1 of 4 ?Waived date:W 9-2001 STANDARDS DIVISION RepOrt dale: -24-2 n0 pis Puce To: Mrffr tW At .rs.t t"61 01S)451 K O FAX tzM 45-6675 A.ttn; hk 38r v i CIE T NQVA —CI1'P rrnulal W, aart�pIciod4off V1 At the request of the Bureau of Engineering, structural Division and Major Sewer Engineering Division, chemical resietance and physical pxopeeti.es testis were coxlducted an a set of epoxy sewer pipe lining eyatem samples. ,pro j ace T1 Cle: ROVA.P I PE Project: so. : EDQ016t35 3pRtree: Novapipe E _q.in&er: gugh Lee / Ferry Ellison The samples weYe tested Pox weight change and physical prbptrrtius before and a..Etex expoeure to chemical, solutions in accvrdan:e w-tch the Standard specifications for riblic 'Rorke Construction 1997 edition, sections 210-2 .3.3 . Test resuxte sheets are attached. �'. Mo.2gT75 Pap in I{. Hovasa iary Dire Ekp•;2�1`J6 a General Servicee/Standards CtVk1. �I/ Of CAL1F� P st-W Fax No;e 767i es U Phone 0 MVfij a 03/29/2004 MON 14:20 [TX/RX N0 81111 Q 004 03/29/2004 17:34 14017620687 NOVAPIPE PAGE 05/08 Lab No:2=414-65 page 2 of 4 K;bffnicA jgesiglance est Df NOAAPTPE CIPP f4bo ulated with Lnt Mastics YE8190 5 Project`t•1tle: NOVAPZPe "act Numbsr- SIDOO1655 Enalmer. Hugh Lee Source: Nov:aplpe DMd Raeotvotl: 111291m1 ,Spacmun lon: 85PWd M-2.3.3, "99T De"dptlon; Interplastics VE8190 vinylester formuisted CIPP composites 9'DLU'fm RMULT8 R84UREMENP9 CO1vCt1'1'JONEQ CdNDSTi41+ED Vi irafff Cl-"GE WEIGHT CHAN" %"Mum % Dim Im- mra m 38 &� 1'12 4Wturlc Rc 20% 0.0613 01243 01463 0.2069 Sodfrtrn rle "A -0.0100 0.0440 -O.W$ -0.1257 �►r+man)UM " JVA 0.0M 0.206D 02594 0.2996 All Sotutiono Itrk AS ire 0,D950 0,2144 0.2,322 0.26$2 cChlame, 1% 0.0992 0.2513 0.2294 0.2644 and P ierloda 0�l� 0,1006 0.2448 0"19 0.3024 0.0899 0.2715 0.2349 02770 t 416A moX D, 700ppm 8.1023 0.2029 0.2441 4.288E �ieaGh, 49L { 0.0556 0.1403 0.1561 0.'E544 aaiftim ffjCtmxhlsjAH7d 0.1021 0Z014 0.2420 0.2820 03/29/2004 MON 14:20 [TX/RX NO 81111 Q 005 03/29/2004 17:34 14011620687 NOVAPIPE PAGE 06/06 i ab Na:�g1y2-514�$� page 3 of 4 e &a.1 Re ist c Test of 1'•TOVA CI F fo lat 'thi Interplastics VE8129 Project Tits: MOVAPiPi~- Project Number; BD001656 &glneer. Hugh Leo Source: Noveplpe Onto Received: 11/29101 spectlieatlori: SSPYV(;210-2.3,3, 1957 Dwaiption: in*rplestico VESISO virty[ss Y formUsted C[PF oomposites SOLU IOti R7r'SLiL'i'S REQWRENi3+iT8 CONDMONED HARDINESS CMANaE m� imam 12 Days Immemlon Sot�UJnJ H rlrnarlrle 596 -1 AMj"anl= de 5% 1 For NWo Add t96 1 Fwd4! 1% -1 Information Soon a9°r5 -2 ea# 0,1% 1 Only Cjfx �� 2 ;WAIM . , roxlcle Nta -1 arctqe$y, Share •p■ 88 For Inf+ormarion M7'W!•D2240 Only 03/29/2004 MON 14:20 [TX/RX NO 81111 IM006 03/29/2004 17:34 14017620687 NOVAPIPE PAGE 07/08 Lab No:20D2-61445 page.4 0(4 Chemical aListancc Te o NO E?E CIPF formulated with Lu= .g�cs 'E819Q Projer.!Title: NOVAPIPE project Num bar: 8D001 Go$ Emah+earn Hugh Lee ecumo; Novaplpe Date Recelved; 11129101 SpWIflcatioti, SSPWC 210-2.3.3, 1997 Dtrscrlpttvn: int�rplaetics V>= 'I vtnylasterfrnrnal�ted CIFP composibes s u�rly� IEsull TS TaneHe Elongation Strad f i 94 REOUIREMEWTS 112 Days lmmeralan SUftrfc Acid,29% I 6 288 1.7 Sadlum H kgrmdde 59o, 1 7.015 1.6 AwmDonlum N drwd4%S% 1 T,424 1.9 ( or )WeIv r± JA r o r 6.961 1.8 Fen-k 01cride f°6 LM 1 7,524 1,0 Inibrm tIon -SOJALU,IV al 6419 1.6 gt!erAcnf,O_;1gg I 0,944 1.6 only 7 m s 1 6,544 11 S $1�ach �°rb 7 e 1 6,44E 1.5 saiamo ~d f17 TT 1 7134 1,,5 inftiaf Tensile stmYr tta 1 6,779 For Information 1tsf[t p 8yon, % 11.4 and 03/29/2004 MON 14:20 [TX/RX No 81111 007 03/29/2004 17:34 14017620687 NOVAPIPE PAGE 08/08 1:01-ri"I A Lantor Graup Company 1 Tupperware Drive Suile 4(r)401 76248W N.3mithfield,R102UG (F7 401-762-0867 Company History Lantor a fanner IPT Company Is part of a global group of technical textile manufactures that are pioneer in the research, development and manufacturing of high perfoormance textile materials. Lantor supplies to the Automotive. Military, Medical and Aerospace Industries. Our sister company Carrington Performance Fabrics developed the coated technical material fnr the Inventor of the CIPP Process, Eric Wood. Carrington Performance Fabrics supplied the developed polyurethane-coated needled felt to Ina`rtuform from the early 1870's until approximately 1992- Beginning In early 1992 Carrington began to supply this coated technical material to a United Kingdom base company called Rawsons, which combined Carrington's coated technlcal material with their own needled shoe felts. Carrington supplied 100% of Applied Felts' material until 1998- As the original technology leader, our group has elected to stay In the business of supplying products to the CIPP Industry and in particular the North American Trenchless Reconstruction Industry. Novapipe, Formed In 1M, is the culmination of Carr'ington's coating technology and Lantors forty years developing technical textiles. It would be fair to say there Is more Novapipe material In the ground world wide than any other suppiier. Novapipe's automated facility Is ISO 0002 certified and has supplied over 1 million feet of CIPP Tube to the industry. Novapipe products are constructed of one or more layers of fiexlble needled felt, the out side layer Is coated with a 13mil polyurethane or pvc finish. Our direct Inversion tuba meets or exceeds the minimum mechanical properties for cured composites, As stated In ASTM 1216, our pull and inflate product meets or exceeds the minimurir mechanical properties at stated 1n ASTM 1743. Novapipe Is the only commercially available CIPP product evaluated and approved by the City of Los Angeles for Inclusion in the OLA Gr-eam-Book", the industry bible in North America. Our Novapipe CIPP product impregnated with Interplastics Corporation Resin has undergone the requirements of testing In compliance of ASTM D638 and ASTM D543 composite testing. Acceptance was granted August 22, 2002. Novaplpe is fully compatible with all resin systems. Our proprietary thermal bonding process allows our ISO 9DD2 plant to convert Lantor materials in a computer controlled automated plant We do not use stitching in our process therefore are not subject to chemical degradation- With the use of hot air thermal-bonding process we do not add inversion resistance. as flame bonding does. Our enhanced performance product is guaranteed to deliver consistent predictable performance. Our product has been prover: In the field with over 1 Million feet of installed CIPP Pipe In North America alone as well as a twenty five year history In supplying material to the Industry- The experienced Installers using Novapipe on a daily basis, to reconstruct pipe and conduit,support our submission. + IL LANTOR! Advanced Matedals Oroup CORPORATE HEADQUARTERS Bellingham,MA 02019 www.novapipe.com (T)608.966-1311 (R)v"08-688-1805 1-68846E-NOVA 03/29/2004 RON 14:20 [TX/RX NO 81111 IM008 MCITY OF HUNTINGTON BEACH 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK 2004 To: C�O,_../DD Enclosed please find your original bid bond issued by X),. for Liz Ehring CMC . . Assistant City Clerk LE:pe Enclosure (Telephone: 7 t 4.536-5227) SAFECO Insurance Company S A F E C a PO Box 34526 ► Seattle,WA 98124-1526 BID BOND Conforms with The American Institute of Architects,A.I.A. Document No.A-310 KNOW ALL BY THESE PRESENTS,That we, Wesco Infrastructure Technologies as Principal,hereinafter called the Principal, and the SAFECO INSURANCE COMPANY OF AMERICA of Glendale, CA __ ,a corporation duly organized under the Iaws of the State of Washington ,as Surety,hereinafter called the Surety,are held and firmly bound unto City of Huntington Beach as Obligee,hereinafter called the Obligee, in the sum of Ten Percent of total amount bid -------------------------------------------------------- Dollars(S 10% of total amount bid ) ,for the payment of which sum well and truly to be made,the said Principal and the said Surety,bind ourselves,our heirs,executors,administrators,successors and assigns,jointly and severally,firmly by these presents. WHEREAS,the Principal has submitted a bid for 03104 Sewer Rehabilitation Pro'ect NOW,THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void,otherwise to remain in full force and effect. Signed and sealed this 26th day of March 2004 Wesco Infrastructure Technologies (Seal) r Principal Witness { C I=0 Title SAFECO INSURANCE COMPANY OF AMERICA Nanette Myers Witness By Jane Kepner Attorney-in-Fact S-00541SAEF 1 Z100 ®A registered trademark of SAFECO Corporal F f CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT No.59o7 State of California County of Orange On March 26, 2004 before me, Nanette Myers,Notary Public DATE NAME,TITLE OF OFFICER-E.G.,'JANE DOE,NOTARY PUBLIC" personally appeared Jane Kepner NAME(S)OF SIGNER(S) ® personally known to me-OR- ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that helshelthey executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon NPdVETTEMYERS behalf of which the person(s) acted, executed the instrument. Commission#1331194 -� Notary Public California _ Orange County WITNESS my hand and official seal. . t.1y Comm.Expires Nov 20,2005 -7 SIG RE OF NOTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons_ relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL ❑ CORPORATE OFFICER TITLE OR TYPE OF DOCUMENT TITLE(S) ❑ PARTNER(S) R LIMITED GENERAL ® ATTORNEY-IN-FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR NUMBER OF PAGES ❑ OTHER: SIGNER IS REPRESENTING: DATE OF DOCUMENT NAME OF PERSON(S)OR ENTITY(IES) SIGNER(S)OTHER THAN NAMED ABOVE S-40671GEEF 2198 0 1993 NATIONAL NOTARY ASSOCIATION•8236 Remmet Ave.,P.O.Box 7184"Canoga Park,CA 91309-7184 SAFECOINSURANCE COMPANY INSUR COMPANY OF AMERICA S A F E C O• POWER GENERAL INSURANCE COWAW OFAMEMCA OF ATTORNEY HOME OFFICE: SAFECO PLAZA SEAT71•E,WASHING'fON 98185 No. 9078. KNOW All BY THESE PRESENTS: That 8AFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA,each a Washington corporation,does each hereby appoint . . ssssw 08"RHONDA C.ABEL;MU APODACA;PATRICIA H.BREBNBR;LINDA ENRIGHT;JANE KEPNER;STANLEY C.LYNN;NANE7TE MARIELI A-MYERS; MMPARtMiO•IA.ME3A.SCRALLSR:Cam Met8, ewwararrtarrrrrrssarsaatsassaa*atsawrwrsarrrssatsarsrsaasrrsarrrrrsrssrsasrasa+rrrrspaa.sas.. !Is true and lawful a s ttnrh,ey( 1r{n-fact,with full aultgrlly to eoiecute on Its behalf 1ide9ty and surety bonds or undertakings and other documents of a eim4ar dmacler Issued in tt%Dome of b business,and to bind the respective oo %wy thereby. N WITNESS WHEREOF,SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each exeojW end attested these presstXa ttlS 21st day of June 2001 POAVIC- CJi�• R.A.PIERSON,SECRETARY MIKE M_ K,PRE8fDENT CERTIFICATE Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: 'AdWe V,Section 13.-FIDELITY AND SURETY BONDS...the-President,any Vlce President,the Secretary,and arry Assistant Vice President appointed for that purpose by the of loer to charge of surety operations.Shall each haveauthady to appoint Individuals as attomeys-In-factor under other appropriate lilleswilh authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character Issued by the company In the course of to business...On any Instrument makhtg of evidencing such appointment the signatures may be affixed by facsimile. On any instrument ooMerrhV such authority or on any bond or a ndertsldng of the company,the seal,er a f inetnttfe thereat,stay be knpressed or afRxed or in any other manner reproduced;provided,horwaver,that the seal shall net be neoessaryto the validity of any such Instrument or undertaking.' Extract from a Resolution of the Board of Directors at SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July'28,1910. "On arry oedtflcate executed bythe Secretary or an assistant secretary of the Company setting out m The provisions of Article V.Section 13 of the By-Laws,and (I) A oopy of the power at-attomay appo ►tment exeauted pursuantiher sto,and (0) Certfyhhg that said power-of-atameyappolnlrnentls in full force and effect tine algnsture of the cer tlift affloar may be by facetmfle,and the Seal of the Company may be a facsimile thereof." 1.RA.Pinson,Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA,do herebyoertNy that the Ongoing extracts of the By-taws and of a Reschrlion of the Board of Directors of these corporations,and of a Power of Atomey Issued pureuanithereto.are hue and oarreck and that both the By-Lawn,the Resohrtion and the Powerof Attorney are Still in full force and effect. IN WITNESS WHEREOF,I have hereunto eat my hand and affixed the facsimile sea[of said corporation this 26th day of March 2004 CC C�GRJ�E _ SEAL SEAL X Is lotsk A► p( RjL PIERSON,SECRETARY S-W418AEF 2101 CA regletered trademark of SAFECO Corps sW 9121101 POI= RECEIVED BY: • CITY CLERK RECEIPT COPY 1 I0 Return DUPLICATE to City Clerk's Office (Name) after signingldating (Date) �q CITY CIF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION V r' TO: Shari Freidenrich, City Treasurer FROM: \ t.S � DATE: SUBJECT: Bond Acceptance 11 .� have received the bonds for 0L U (Company Name) Faithful Performance Bond No. Labor and Material Bond No. Monument Bond No. Maintenance Bond No. � 11F-cz:ASE /0-1D �o A 70 Re: Tract No. CC No. MSC No. Approved Agenda Item No. (Cou r Approval Date) City Clerk Vault No. #27 g:ffonowup/bondletter doe • City of Huntington Beach INTER-DEPARTMENT COMMMUNICATION HUNTINGTON BEACH TO: ;i/cCharionne, O LISTED HEREON FROM: Construction Manager DATE: April 18, 2005 SUBJECT: Retention Release Payment Company Name: Sancon Engineeering, Inc. Address: 5881 Engineer Drive City, State and Zip Code: Huntington Beach, CA 92649 Phone Number: (714) 891-2323 Business License Number:A 200298 Local Address: NIA Notice of Completion Date:12/30104 Contract Purpose: Retention Release for Cash Contract 1231, Sewer Rehabilitation 03-04 Project The conformed copy of the Notice of Completion for the above contract has been filed. The thirty-five (35) day waiting period has elapsed or will elapse before payment is made. Processing of the retention payment is recommended so long as no stop notices or outstanding invoices are on file with the City. I certify that no stop notices are on file on the b' t at this time. Date J Paul EM' er9kting Public Works Director I certify that there are no outstanding invoices on fil . (' ) 5�Uf Date ar idenrich, City Treasurer I certify that no stop notices are on file on the subject contract, and that a guaranty bond has been filed with this office. Date oan Flynn, y Clerk 1231 retention release memo.doc 4/18/2005 9:00 AM RECEIVED BY: • CITY CLERK RECEIPT COPY Return DUPLICATE to City Clerk's Office (Name} after signing/dating (Date) CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION TO: Shari Freidenrich, City Treasurer FROM: DATE: SUBJECT: Bond Acceptance have received the bonds for &Q ;-, C_S (Company Name) Faithful Performance Bond No. Labor and Material Bond No. Monument Bond No. II Maintenance Bond No. 1 � L of=- ?jk72E),V7?0A9 /A ILO I=q)�S Re: Tract No. CC No. MSC No. Approves[ Agenda Item No.- (Council Approval Date) City Clerk Vault No. . 60• bd #27 ofollowup/hondletter doc 0 CITY OF HUNTINGTON BEACH 2000 Main Street P . 0 80x 190 California 92648 Robert F. Beardsley, P.E. Department of Public Works Director (714; 536-5431 December 10, 2004 Mr. Hollingsworth Sancon Technologies Incorporated 5881 Engineer Drive Huntington Beach, CA 92649 Subject; Sewer Rehabilitation 03-04 Informal Acceptance, CC-1231 Dear Mr. Hollingsworth, Please be advised that the City has informally accepted the improvements constructed per Cash Contract 1231. This informal acceptance is limited to only: 1. A release of liability from usage of the improvements by the public. This release does not include those responsibilities for accidents occurring as a result of defective workmanship. 2. Termination of contract construction time. Retention funds withheld during this project will be released 35 days after filing a [notice of Completion with the County of Orange. In order to release the retention funds, the following items must be submitted,for approval, to the City: 1. Furnish a Certificate of Compliance (enclosed). 2. Furnish the Declaration of Satisfaction of Claims (enclosed). 3. Furnish 1 year Maintenance Bond. 4. Furnish "As-Built" plans. 5. Authorization from your surety to release retention funds. Should you have any questions, please telephone me at (714) 375-8471, Very Vly y rsW , avid erone Project Manager Enclosures xc: . File CC-1231 "City Corresp" informal acceptance DV.doc City of Huntington Beach- Department of Public Works 2000 Main Street/P.O. Box 190 Huntington Reach, CA 92648 Subject: Certification of Compliance with Title VII of the Civil Rights Act and Equal Employment Opportunity Act of 1972 k Gentlemen: The-un.dersigned, contractor on:. Cc f231 D:3 -nv f?i?o� c-r ? - Project No. Tale hereby certifies that all laborers, mechanics, apprentices, trainees, watchmen and guards employed by him or by any subcontractor performing work under the contract on the project have been paid vrages at rates not less than those required by the contract provisions, and that the work performed by each such laborer, mechanic, apprentice or trainee conformed to the classifications set forth in the contract or training program provisions applicable to the wage rate paid. (Signature and Tf&)3 APPROVED.AS To ppR,q JE 'ItFER MGGRATH, Sarah Sutton ln �yh CGt Attamv 12 y �:lollo+nvplcashCpntlC3ShCon 1.doC procedure#14 DECLARATION OF SATISFACTION OF CLAIMS 1:. SAfi 4ow,, �Gf�NoL-,24 S ..�>t�G-, - State:. (Name of Contractor) 9. 1 am the general contractor for the City of Huntington Beach, as to the project more fully described in the public works contract entitled: Tr-,M /Lr-197auV �� J-,2 and dated S/z /a Z. All workers and persons employed, all firms supplying materials, and all subcontractors for the above-mentioned project helve been paid in full. 3. The following are either disputed claims, or. items in connection with Notices to Withhold, which have been filed under the provisions of the statutes of the State of California: (if none,.state`°NONE") I declare under penalty of perjury.that the foregoing is true and corrbct- Executed at ��%7�'��11 / on this -31 day of 3i�X44l , 20a_� (Location) (Signature of Cc tractor) APPROVED AS TO F0PNJ J7EMIFER M=C3kATH,CIVArH m y 9:followuplmshcontlgshcon2.doc kCPU te Sutton -, procedure#I S City At3omey IJ 1 I.C.W. GROUP • ®INSURANCE COMPANY OF THE WEST ❑EXPLORER INSURANCE COMPANY ❑INDEPENDENCE CASUALTY AND SURETY COMPANY 11455 El Camino Real, San Diego, CA 92130-2045 P.O. Box 85563, San Diego, CA 92186-5563 (619) 350-2400 - FAX (619)350-2707 MAINTENANCE (WARRANTY) BOND Bond No.212 70 40 KNOW ALL MEN BY THESE PRESENTS: That, Sancon Technologies, Inc., as Principal, and Insurance Company of the West, a corporation organized under the laws of the State of California and authorized to do a surety business in the State of California, as Surety, are held and firmly bound unto the City of Huntington Beach, CA in the sum of eight hundred fifty one thousand, five hundred forty four and 90/100 dollars ($851,544.90), lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these presents: SEALED with our seals and dated this 15th day of Feb., 2005. WHEREAS, on the May 12, 2004, the said Sancon Technologies, Inc., as contractor, entered into a contract for 2003-2004 Sewer Rehabilitation Project-CC #1231 for the sum of nine hundred ninety seven thousand, seven hundred twenty three and 551100 dollars($997,723.55);and, WHEREAS, under the terms of the specifications for said work, the said Sancon Technologies, Inc. is required to give a bond for eight hundred fifty one thousand, five hundred forty four and 90/100 dollars ($851,544.90), to protect the City of Huntington Beach, CA against the result of faulty materials or workmanship for a period of one year from and after the date of the completion and acceptance of same, namely, until Dec. 10, 2005. NOW, THEREFORE, if the said Sancon Technologies, Inc. shall for a period of one year from and after the date of the completion and acceptance of same by said City of Huntington Beach,CA replace any and all defects arising in said work whether resulting from defective materials or defective workmanship, then the above obligation to be void; otherwise to remain in full force and effect. Sancon Technologies, Inc. BY: Insurance Company of the West J BY: A,/ , Michael R. angan ATTORNEY-IN-FAC APPROVED AS TO FORA: Iv1c , City Attoniev yios CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ss, T County of Iris M921es On Feb. 15, 2005 , before rrie, Katherine L. Bwiks, Notaxy Public Date Name and Tdio of Officer(e.g..'Jane Dm.Notary Pufllivj T S personally appeared -- - Michael R.--Langan _- S - -- - Narrefsl of Signer(s) IN personally known to me _ ❑ proved to me on the basis of satisfactory evidence to be the person* whose named is/am s subscribed to the within instrument and ttrrlrpucwttn ,ut,nut H�4t„n:,�Inae t n,�n t taiu nmtnuhnnnnunS U acknowledged to me that he/�executed = KAT14ERINE L BANKS �y i CJMfVt. # 1337229 the same in hispPROMW authorized ca acit (�� d that b his/� NOTARY PUf3ElC CALIFORNIA p YCr�Tr an Y > tns ANGELES COUNTY ►'' signature(a) on the instrument the person(a), or My Comm.Explles Jan.31,2006 the entity upon behalf of which the person(o r thetlaMum,lOinnuttlwuliwt,uluuullileRu,uflumemtnmttnmrtem,ul '� acted, executed the instrument. WITN my hand and official seal. 1 T Place Notary Seal Atwre Signature or Notary Public r 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. 4 Description of.Attached Documeq� Title or Type of Document: warrenty Bond Document Date: Number of Pages: 3 Signer(s)Other Than Named Above: Capacity(les) Claimed by Signer Signer's Name: Mime- R. Langan - ❑ individual 7�7 ❑ Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑General Q Attorney in Fact ?� ❑ Trustee ❑ Guardian or Conservator ❑ Other: S Signer Is Representing: INSURANCE COMPANY OF THE WEST S 0 1997 National Notary Associatkon•9350 De Sato Avo.,P.O.Box 2402•Chatsworth,CA 91313.2402 Prod.No.5907 Reorder.Gall Top-free 1-800-676-6827 " No. 0000982 ICW GROUP Power of Attorney Insurance Company or the West The Explorer Insurance Company Independence Casualty and Surety Company KNOW ALI,MEN BY THESE PRESENTS: That Insurance Company of the West,a Corporation duly organized under the laws of the State of California,The Explorer Insurance Company,a Corporation duly organized under the laws of the State of Arizona,and Independence Casualty and Surety Company,a Corporation duly organized under the laws of the State of Texas,(collecti rely referred to as the"Companies").do hereby appoint hUCHAEL R.LANCAN their true and lawful Attomey(s)-in-Fact with authority to date,execute,sign,seal,and deli vcr on behalf of the Companies,fidelity and surety bonds,undertakings, and other similar contracts ofsttretyship.and any related documents - hm witness whereof,time Companies have caused these presents to be executed by its duly authorized officers this l 6th day of January,2001. o0a o i 4 e �. �s.. IISSIJItANCE C011WANY OF THE WEST ua"0ip+i`ye,Z: ' '�'� cp THE EXPLORER INSURANCE COMPANY 10, 1w �R SEAL jnIf i Y ��•} ! INDEPENDENCE CASUALTY AND SURETY 0 _ /.g COMPANY John H.Craig,Assistant Secretary John L.flannwn,Executive Vice President State of Califamin ss. County of San Diego On December 5,2003.before me,Mary Cobb,Notary Public,personally appeared Joltn L.Hatrnum and John H.Craig,personally(mown to me to be the persons whose names are subscribed to the within instrument,and acknowledged to me that they executed the same in their authorized capacities,and that by their signatures on the instrument,the entity upon behalf of which the persons acted,executed the insYnnment. Witness may hand and official seal. MARY COBB �. C[lt+,IW#132i341 A J Lit/ tJ, tiOtaAytn19ttr,.caUF3aN],; u} u► "s SAN 01EG0 COUNTY � t r r lyy Commission E3cc'res SEPTEMBER 20.20os Mary Cobb,Notary Public RESOLUTIONS This Power of Attorney is granted and is signed,sealed and notarized with facsimile siguwures and seals under authority of the following resotutkm adopted by the respective Boards of Directors of each of the Companies: 'RESOLVED-. Thai the President,an ExecnliVe or Senior Vice President of the Company,together with the Setrefary or any Assistant Secretary,are hereby authorized to execute Powers of Attorney appointing the person(s)named as Attorneys)-in-Fact to date,execute,sign, seaE,and deliver on behalf of the Company, fidelity and surety bonds,undertakings,amid other similar contracts of suretyship,and any related documents. RESOLVED FURTHER: That the signatures of the officers making the appointment.and the signature of any officer certifying the validity and current status of the appoinunent-may be facsimile representations of those signatures:and the signature and seat ofany notary,and the sea]of the Company,may be facsimile representations of those signatures ano seals,and such facsimile representations shall have the same force and effect as if manually affixed. Time facsimile representations referred to herein may be affixed by stamping,printing,typing,or photocopying." CERTIFICATE L the undersigned,Assistant Secretary of Insurance Company of the Rest,"Elie Explorer Insurance Company,and independence Casualty and Surety Company,do hereby certify that the foregoing Power of Attorney is in frill force and effect,and has not been revoked,and that the above resolutions were duly adopted by the respective Boards ofl)irectors of the Companies,and are now in frill force. IN WITNESS WHEREOF,1 have set my hand this 15i-'A day of John I I.Craig,Assistant Secretary To verify the authenticity of this Power ofAttorney you may call 1-800-877-1 1 1 I and ask for the Surety Division. Please refer to the Power ofAttorney!Number, the above named individual(s)and details of the bond to which the power is all ached- Fur in formation or tiling claims,please contact Surety Claims,ICW Group, 11455 El Camino Real,San Diego,CA 92130-2045 or call(858)350-2400. CONSENT OF • OWNER SURETY COMPANY ARCHITECT ❑ TO FINAL PAYMENT/RELEASE OF RETENTION CONTRACTOR SURETY AIA DOCUMENT G707 OTHER ❑ PROJECT: 2003-2004 Sewer Rehabilitation Project-CC No. 1231, (name,address) TO(Owner/General Contractor) CITY OF HUNTINGTON BEACH,CA. Architect's Project No. Contract For: Sewer Rehab work FINAL CONTRACT PRICE: $851,544.90 Bond Number: 212 70 26 Contractor: Sancon Technologies,Inc. In accordance with the provisions of the Contract between the CITY OF HUNTINGTON BEACH,CA, OWNER/OBLIGEE and SANCON TECHNOLOGIES,INC.,CONTRACTOR/PRINCIPAL as indicated above,the INSURANCE COMPANY OF THE WEST,SURETY COMPANY,on bond of SANCON TECHNOLOGIES, INC. , CONTRACTOR/PRINCIPAL, hereby approves of the final payment and/or the release of Retention held to the CONTRACTOR/PRINCIPAL,and agrees that final payment and/or the Release of Retention to the CONTRACTOR/PRINCIPAL shall not relieve the INSURANCE COMPANY OF THE WEST, SURETY COMPANY of any of its obligations to THE CITY OF HUNTINGTON BEACH,CA.,OWNER/OBLIGEE,as set forth in the said Surety Company's bond. 1N WITNESS WHEREOF, the Surety Company has hereunto set its hand this 15th.day of Feb,2005. INSURANCE COMPANY OF THE WEST Surety Company �&dl 0�-44-edZLn— Signature o Authori t Repre tative Attest: Michael R. Langan (Seal): Title: Attorney in Fact Note: This form is to he used as a companion document to AIA DOCUME:N'r 0706,CONTRACTOR'S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS,Current Edition AIA DOCUMENT G707•CONSENT OF SURETY COMPANY TO FINAL.PAYMENT 0 April 1970 Edition•AIA© One Page ©1970•THE AMERICAN INSTITUTE OF ARCHITECTS,1735 New York Ave.,NW,Washington,D.C.20006 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT . ....��... Y State of California ss. County of L,os Angeles — [5 On Feb• 15, 2 0 0 5 , before me, Katherine L. Bar*s, Nagy Public , % Dale ^T Name and Tale al Officer(e.g..;Pane Doe,Notary PubfiC' A personally appeared — Michael R. T'an _...._-- — — , 5 Nama(s)of Signors) IN personally known to me s ❑ proved to me on the basis of satisfactory evidence 5 to be the person(OF whose name(4 islam s ,c! subscribed to the within instrument and C' gnixilu::aero,nfvuu:nm11m11 ujmuuNlR„aINr71W1H1x,u�nn:Mn:eh1N lCATfFRINE L BANKS acknowledged to me that he/�executed r Camw # 1337229 "10- the same in hisAQW111MM authorized s .'" :I NOTARY �ea4tc - CALIFORNIA to capacity(", and that by his/fit r� > ' LOS ANGELES COUNTY -�. u, signature(a) on the instrument the person(t), or .o..•, My Comm.Expites Jan.31,2006 lf,,nuroinm,au,,,,nn,Mwn,inni�,un.,w,mununumnn,munuu:mm,a,TltaRlta the entity upon behalf of which the person(o acted, executed the instrument. WIT E my hand and official se r5p Place Notary Seal Above Signature of Notary is ,� OPTI NAL r Though the information below is not required by taw,it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this fort to another document. Description of Attached Document Title or Type of Document: Consent of Surety Document Date: Number of Pages: rh Signer(s)Other Than Named Above: Capaclty(les) Claimed by Signer ' Signer's Name: Michael R. Langan "thumb ❑ Individual ❑ Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑General 1 Q Attorney in Fact ?� ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: INM;ANCE CWANY OF THE W-ST y�t :�:�i;�i;�,�i:�;�i;�t:�:�iri;�`[.��e2;Ci�•�i:�(;u�i,•�'t:�:�i;�i.�i;�c;•cT,zi;�.�.�t:�i;��;�i:�.�;�i;�iti;�=i5�;�i;ci;�;•�;�;� O 1997 National Notary Association•9350 De Soto Ave-.P.O.Boa 2402•Chatawodh,CA 91313-2402 Prod.No.5907 Reorder"Cell R&I'ma 1-800-076-8827 No. 0000982 lCW CROUP Power of Attorney Insurance Company of the West The Explorer Insurance Company Independence Casualty and Surety Company KNOW ALL MEN BY THESE PRESENTS: That Insurance Company of the West,a Corporation duly organized under the laws of the State of California,The Explorer Insurance Company,a Corporation duly organized under the laws of the State of Arizona,and Independence Casualty and Surety Company,a Corporation duly organized under the laws of the State of Texas,(collectively referred to as the"Companies"),do hereby appoint NHCHAEL R.LANCAN their true and lawful Attamey(a)-in-Fact with authority to date,execute,sign,seal,and deliver on behalf of the Companies,fidelity and surety bonds,undertakings, and other similar contracts of suretyship,and any related documents. In witness whereof,the Companies have caused these presents to be executed by its duly authorized officers this 16th day of January,2001. y01APANk /ittsu i rJ b - �E A ` j Q INSURANCE COMPANY OF THE WEST y ( ,0 PDA y . !'% -Y. iatra114 ci *�n�` � b: ...p � THE EXPLORER INSURANCE COMPANY o rlo "\rtrl cgI 1,, Y 6 SEAL J1. ' V''�:a I'`j INDEPENDENCE CASUALTY AND SURETY {t �N O yY 1 Q 1 I ��r"r knee r.,s 1 oa._sj ,•'�!; a a COMPA'YY .a�. John H.Craig,Assistant Secretary John L.Hannum,Executive Vice President Stag of California 1 County of San Diego f � On December 5,2003,before me,Mary Cobb,Notary Public,personally appeared John L.Hamntm and John H.Craig,personally known to me to be the persons whose names are subscribed to the within instrument,and acknowledged to me that they executed the same in their authorized capacities,and that by their signatures on the insnument,the entity upon behal f of which the persons acted,executed the instrument. Witness my hand and official seal. COMM.#1321341 [7 / U, NOTARYP1JSC-C•CALrFORNIA N U NTY FAY Cammiuwon DExA r— i SEPTEMBER 20.2005 Mary Cobb,Notary Public RESOLUTIONS This Power of Attorney is granted and is signed,sealed and notarized with facsimile signatures and seats under authority of the following resolutions adopted by the respective Boards of Directors of each of the Companies: "RESOLVED: That the President,an Executive or Senior Vice President of the Company, together with the Secretary or any Assistant Secretary,are hereby authorized In execute Powers of Attorney appointing Ilse person(s)named is Attomey(s)4n-Fate to date,execute.sign, seal,and deli cer on behal f of the Company, fidelity and surety bonds,undertakings,and other similar contracts of suretyship,and any related documents. RESOLVED FURTHER: That the signatures ol'the officers making the appointment.and the signature of any offim certifying the validity and current status of the appointment,may be facsimile representations of those signatures;and the signature and seal of any notary,and the teal of the Company,may be facaimile representations of(hose signatures and seats,and such facsimile representations shall have the same force and effect as if manually affixed. The facsimile representations referred to herein may be affixed by stamping,printing,typing,or photocopying." CERTIFICATr L the undersigned,Assistant Secretary of insurance Company of the West.The Explorer Insurance Company,and Independence Casualty and Surety Company,do hereby certify that the foregoing Power of Atromey is in full force and effect.and has not been revoked,and that the above resolutions were duly adopted by the respective Boards ofDirectors of the Companies,and are now in fit force. IN WITNESS WHEREOF,I have set my hand this^_l_;+'-k day of John II.Craig,Assistant SeavLary To verify the authenticity of this Power of Attorney you may call 1-R00477-1 1 1 1 and ask for the Surety Division. Please refer to the Power ofAttorney Number, the above named individuals)and details of the bond to which the power is attached. For information or filing claims,please contact Surety Claims,ICW Group, 11455 El Camino Real,San Diego,CA 92130-2045 or call(858)350-2400. s. Company Profile • • Page i of z Company Profile INSURANCE COMPANY OF THE WEST PO BOX 85563 SAN DIEGO, CA 92186-5563 800-877-11II Agent for Service of Process JAMES III W. AUSTIN, 11455 EL CAMINO REAL SAN DIEGO, CA 92130-7045 UlZable to Locate the Agent for Service of Process? Reference Information NAIC #: 27847 NAIC Group ;;: ogee California Company ID #: 2071-9 Date authorized in California: May 17, 1972 License Status: UNLIMITED-NORMAL Company Type: Property & Casualty State of Domicile: CALIFORNIA Lines of Insurance Authorized to Transact The company is authorized to transact business within these lines of insurance. For an explanation of any of these terms, please refer to the glossary. AIRCRAFT AUTOMOBILE BOILER AND MACHINERY BURGLARY COMMON CARRIER LIABILITY CREDIT DISABILITY FIRE LIABILITY MARINE MISCELLANEOUS PLATE GLASS SPRINKLER http://cdinswww.insurance.ca.gov/pls/wu_co_prof/idb_co_prof utt.get_co_prop.p_EID... z/28/2oo5 "Company Profile *SURETY • Page z of z TEAM AND VEHICLE WORKERS' COMPENSATION Company Complaint Information i 14, Company Enforcement Action Documents 1 to Company Performance & Comparison Data Composite Complaint Studies Want More? Help Me Find a Company Representative in My Area Financial Rating Organizations Last Revised - November 04,2004 tm8 AM Copyright©California Department of Insurance Disclaimer http://cdinswww.insurance.ca.gov/pls/wu_co_prof/idb_Co_prof utt.get_co_proPp_EID... 2/28/2005 I.C.W. GROUP ® INSURANCE COMPANY OF THE WEST ❑ EXPLORER INSURANCE COMPANY ❑ INDEPENDENCE CASUALTY AND SURETY COMPANY 11455 FI Camino Real,San Diego,CA 92130-2045 P.O. Box 85563,San Diego,CA 921W5563(619)350-2400 Fax(619 350-2707 BOND NUMBER CHANGE RIDER To be attached to and form part of the INSURANCE COMPANY OF THE WEST Maintenance (Warranty) Bond No, 212 70 40 issued on Feb. 15, 2005 to SANCON TECHNOLOGIES, INC. in the amount of EIGHT HUNDRED FIFTY ONE THOUSAND, FIVE HUNDRED FORTY FOUR and 90/100 Dollars($851,544.90) in favor of the CITY OF HUNTINGTON BEACH, CA for Project described as 2003-2004 SEWER REHABILITATION PROJECT-CASH CONTRACT NO. 1231. It is understood and agreed that the bond described above is hereby modified by changing the Insurance Company of the West Maintenance (Warranty) Bond Number to 212 70 26-M effective Feb. 15, 2005. It is further expressly understood and agreed that the aggregate liability under said bond as hereby modified shall not exceed the amount stated above. Nothing herein contained shall be held to vary, alter, waive, or extend any of the terms, agreements, conditions or limitations of the above mentioned bond, other than as above stated. Signed, sealed, and dated this 17'h of February, 2005. Insurance Company of the West BY: Michael R. angan Attorney-In-Fact APP OVED A TO FOR41: N ER McGRAT ityAttorny r CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ss. County of Los Angeles on Feb. 17, 2005 before me, Katherine L. Banks, Notary Public P. Date Name and TOO of Ofter(e.g..'Jane Doe,Notary Public') personally appeared Michael R. Lan { Name(s)of S0140f � IN personally known to me ❑ proved to me on the basis of satisfactory evidence to be the person(* whose name(q is/am nn:nwau nnuayunum,u!a xnu+u+tinu!rmvlNalmnmma+unu,tnu„x+t:m subscribed to the within instrument and itA;FfER1F(£ L BANKS acknowledged to me that hef90executed ..,, comm. # 1337229 -4 the same in his�x authorized N X S NOTARY PNWC CALIFORNIA capacity(", and that by his/P� s y :.► LO5 4NGELES COUNTY Mg ceinn Expires Jan.31,2006 signature(ol on the instrument the personQt), or Inifn!:u,u!nnumn,nnuml[n,unn+nuuuuuwnuuullm,,,,n!i +mma„m,�tut the entity upon behalf of which the person(o acted, executed the instrument. WITNE my hand and official seat. Chi Plum Notary Seal Above Signature of Notary Public .h r; OPT! NAL Though the information below is not required by law,it may prove valuable to persons relying an the document r and could prevent fraudulent removal and reattachment of this form to another document. h Description of Attached Document S Title or Type of Document: Bond Number Change Rider Document Dale: Number of Pages: Signer's)Other Than Named Above: S S Capacity(les) Claimed by Signer ?� Signer's Name: Michael R. Langan n Individual rz Top of thumb hero 'X Corporate Officer—Title(s): 0 Partner---n Limited 0 General Attorney in Fact ?� n Trustee Guardian or Conservator AD Other: INSURANCE OOMPANY OF THE WEST Signer Is Representing: �h rK. i 0 1997 National Notary Association•9350 Do Sole Ave..P.O.Boa 2402•Chatsworth,CA 91313-2402 Prod.No.5907 Raorder.Call Toll-Ree 1-800-976-6627 • i •� No. 0000982 ICW CROUP Power of Attorney Insurance Company of the West The Explorer Insurance Company Independence Casualty and Surety Company KNOW ALL MEN BY THESE PRESENTS: That Insurance Company of the West,a Corporation duty organized under the laws of the State of California,The Explorer Insurance Company,a Corporation duly organized under the laws of the State of Arizona,and Independence Casualty and Surety Company,a Corporation duly organized under the laws of Lite State of Texas,(collectively referred to as the"Companies"),do hereby appoint MICHAEL R.LANCAN their true and lawful Anomey(s)-in-Fact with authority to date,execute,sign,seal,and deliver on behalf of the Companies,fidelity and surety bonds,undertakings, and other similar contracts of suretyship.and any related documents. In witness whereof,Cite Companies have caused these presents to be executed by its duly authorized officers this 16th day of January,2001. �,e°urewrof� 4 tVt8ii,, - O P�.. INSURANCE COMPANY OF THE WEST `$;., h HEEXPLORER INSURANCE COMPANY Y i l g{ SEAL 1.11 i r'`' a !` INDEPENDENCE CASUALTY AND SURETY W�t,ter+ kk-A sr �:.;oA (ay ie , COMPANY John H.Craig,Assistant Secretary John L.Hannum,Executive Vice President State of Cah forma ss County of San Diego On December 5,2003,before me,Mary Cobb,Notary Public,personally appeared John L.Hannum and John H.Craig,personally known to me to be the persons whose names are subscribed to the within instrument,and acknowledged to me that they executed the same in their authorized capacities,and that by their signatures on the hatrumernt,the entity upon behalf of which the persons acted,executed the instrument- Witness my hand and official sea). M.PF(Y COBB COMM.#1321341 1.1 fi>;TaRYVUBUf,•CAUF0Rt11A (�A to �� SAN OIEGO CgUtM 0 f i] F. Commission fxp'res J� 1 SPTEM8EF12}.2C05 Mary Cobb,Notary Public itrww� RESOLUTIONS This Power of Attorney is granted and is signed,sealed and notarized with facsimile signatures and seals under authority of the following resolutions adopted by the respective Boards of Directors of each of the Companies: "RESOLVED: That the President, an Executive or Senior Vice ['resident of the Company, together with the Secretary or any Assistant Secretary,are hereby authorized to execute Powers of Attorney appointing the person(s)named as Attomey(s)-in-Fact to date,execute,sign, seal,and deliver on behalf of the Company. fidelity and surely bonds,undertakings,and other similar contracts of suretyship,and any related documents. RESOLVED FURTHER: That llte signatures of the officers making llte appointment,and the signature of any officer certifying the validity and current status of the appointment,may be facsimile representations of those signatures,and the signature and seal of any notary,and the seal of the Company,may be facsimile representations of those signatures and seals,and such facsimile representations shall have the same force and effect as if manually affixed. The facsimile representations referred to herein may be affixed by stamping,printing,typing,or photocopying.' CERTIFIC'XIT L the undersigned,Assistant Secretary of Insurance Company of the Rest.The Explorer Insurance Company,and Independence Casualty and Surety Company,do hereby certify that the foregoing Power of Attorney is in full force and effect•and has not been revoked.and that the above resolutions were duly adopted by the respective Boards of Directors oflite Companies,and are now in fill force. IN WITNESS WHEREOF,I have set my hand this I 77+� day of John fl.Craig,Assistant Secretary To verify the authenticity of this Power of Attorney you may call 1-500-877-1 1 1 1 and ask for the Surety Division. Please refer to the Power of Attorney Number, the above named individual(s)and details of the bond to which the power is attached. For information or filing claims,please contact Surety Claims,ICW Group, 11455 El Camino Real,San Diego.CA 92130-2045 or call(858)350-2400. PLEAS6 COMPLETE THIS IN&ATION RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: Recorded in Official Records, Orange County Tom Daly, Clerk-Recorder WHEN RECORDED MAIL TO: iIli ilii{E!'.Iliiil!1!ill'iiill1li1Il!.11i{'ll1!I�iil{!11.11'1141,1111NO FEE CITY OF HUNTINGTON BEACH Attn: Robert A. Martinez � 0app1 159Q5 03.37pm 12130104 P.O. Box 190-2000 Main Street 115 33 N12 1 Huntington Beach, CA 92648 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 THIS SPACE FOR RECORDER'S-USE ONLY - TITLE OF DOCUMENT: NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN by the City of Huntington Beach, owner in fee, 2000 Main Street, Huntington Beach, CA 92648, that the contract heretofore awarded to Sancon Technologies Incorporated who was the company thereon for doing the following work to-wit: SEWER REHABILITATION 03.04; CC-1231 ✓ [ That said work was completed December 10, 2004 by said company according to plans and specifications and to the satisfaction of the City Engineer of the City of Huntington Beach and that said work was accepted by the Director of Public r Works on December 10, 2004, per City Council Resolution No. 2003-70 adopted October 6,2003. That upon said contract Fidelity and Deposit Company of Maryland was surety for the bond given by the said company as required by law_ ��-- -- - - - - — -This document is solely for the official business of the City of Huntington Beach, as contemplated under Government Code Section 6103 and should be recorded free of charge. --/ Dated at Huntington Beach,California,this December 13, 2004. Director of Public Works or City Engineer City of Huntington Beach, California STATE OF CALIFORNIA) County of Orange )ss: City of Huntington Beach ) I, the undersigned, say: I am an Agent of the City of Huntington Beach, owner in fee, in the foregoing NOTICE OF COMPLETION. I have read said NOTICE OF COMPLETION and know_ the contents thereof; the same is true of my knowledge. I declare under penalty of perjury that the foregoing is true and correct, and that ald NOTICE OF OMPLETION was duly and regularly ordered to be recorded in the Office of the County Recorder of Ora County. Dated at Huntington Beach,California,this December 10, 2004. Director of Public Works or Ci Engineer City of Huntington Beach, California THIS PAGE ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION (Additional recording fee applies) b.059-TITLE PAGE(R7195) �. H UNTINGTON BEACH * E NDEN T Client Reference Huntington Beach Independent Reference # Dear advertiser: Enclosed is a clipping of your ad from the first publication, beginning on y� and expiring on If you need to make any changes or corrections, please call me at your earliest convenience. The cost of this ad is $ �U Thanks for your cooperation and patronage. Sincerely, Michael Sletten Legal Advertising 18682 Beach Blvd., Ste. 160, Huntington Beach, California 92646 (714)965-3030 -Fax(714)96577174 A Publication of Times Community News e A Division of the Cos Angeles (Timer, tI;IOWEiPliliYCf fnrII,"i ad'Ilieuc-l7ih of SWD BIDS.. Ys . " .:- Connle U�aekr�aY. for L{-1231F r Pt;Cleik oF'ff;e Clry of f,. Z:r h 'Notice s'rl+arRby'E�vem unffnggfon_Baui: _� chat-'s'ealeif�bids°will;be] 20007Ytairi-Strae�-- receivediby-the'City of (714)53615431 e I Huntington"-Beach at'th'e, "Published Huntington affice9of tf"`e City;Cte�k: Beach 'lndep-eN'nt at Cify;Ha112004M`ain+ February=26,'Marchr;4, $tEeetrhuh{ing'lo-n, 11,2004' 024"-218 ioeach "G'R 92fi48�u`n'iil;: Y ;tha'hour`�oW 2`:OD'P.M7fon; -TueZGD4�sdoyMarih" 9D,: - `at't'wliic h"'°lfime `si-A 11596ee opened publicly and*ieadA4lourl i4 the°CounciftfiaKINrs fo[?-the'-!%k 4f;SEWE_R -REMA9WTATIb9 PRO JECT inl tha CityW-ou Nu'nti.ngtorr.6e'ach' It,s'et,'ef?ptans�1`spe'ci= ficatio`'ns`'andi cont_iacti documifnts'+may' 6e� obtained startiiigl5Fah=-1 :rvory24,12DO�4-at City I hall,• f)epartment�,of'l PubiicWoili"s*_upan` re`ceipT!'oY a"noit re-' _fundablefee'nf'$25:00, s"21e's"'tax iniluded; if} pi+ked'up`or.$SSC00 if �rrr'ailia - Each bid,shall be`made an tfie rtProposal 'Earm i provided iri'the cdntract� 'documents and'stiall-be 'accornliariied'6y`a cer- tified or.cashier's checki or 'd- id'.boi<d`for:'riot IQ3sj'tlian :10�"ol`the amount�ef,the_tiid,made :payable`,...the;City-`af iiun`fi tan_'Beacf-:' Thet Contractor'si aiV in the-i performance.of the work .a-nd .imp�r42 e'ments, cantorm tolahe` L-6h6r f 'Code_of='the'State"af. t CalArni_ o"th'e`r� Caws;:of.ahe State`of �Califo'rnia`�=appticablel theretd. ;with..the"'eY I cep_9 only, 'oT such s.--:. E variations that-may be re4TiiN'd4 under' the, special statutes J..ursu-} '-ant.to.whjN proceedings, :hereunder-are take_p-and.l -wh!c, ave_ not been'i su per-sdded'-hy:�t7ie:. provisions ofth el'Lador Cgdt;.' Preference' Jo labor shaft he given only i 'in the�` .lnanger... rosiidad by la'w::,.::'• -,No-bid shall be con' sid&eid unless it i`s made oil'a`foim'furnished`by they:City;{of'1 Nu nti ngto n ;Beach; :department'of Public;Work!,.ain."is made in,accordance_with the. povi'sions'aof the groposai req`uirenents: . Each ._bidder mustrbe- licensedjand'-`al'so_ prequatified-as-required by lawf The�City Courscil of tfie: City-of Huntington Beach reserves'.the. �iglit".''te- �.. . 46je,'ct;any' all bids. i`BYj4order :the; City' Co_`unc91. ofi,- the'.Ciiy of HuntingfoiBeacfr;.Cali- r D BIDS PROOF OF PUBLICATION } .cc-is9 Notice is re y given Ithat sealed bids will'9bel received by the City. of Huntington Beach at the ;office STATE Of CALIFORNIA) at of the City Clerkl t City Hall, 2000_Main ? •Street, Huntinon gt .SS. 'Beach. CA 92648. until the hour of 2r00 PM on County of Orange ) Tuesday, March„ime: �Y004�:at which time bids -will- be. °pen'ed publicly and read aloud in the Council Chambers for the 03-04 SEWER I am a Citizen of the United States and a REHABILITATION-PROe; JECT resident o9 the Ho6t ` The. City' °f_ County aforesaid; I an') ntingtonBeach.� A set of planSo-speco' over the age of eighteen years, and not a fications, .and contract; party to or interested in the below documents int-Fa- obtained starting--Fab-. ruary 24,2004,at City, Hall, Department; of entitled matter. I am a principal clerk of Public Works'`up_onL the HUNTINGTON BEACH INDEPENDENT a fundable fee a non:ie? 1 fundable tee of 525:00, Newspaper of general circulation, printed ales' tax includ`ed0:.if b picked up or 535:Ot)'ifi mailed. and pu fished in the City of Huntington Each bid shall beymada of Orange the:Pro co Foam: Beach, County provided he in the contract` , State of pr documents and.shall}b`e`� and that attached Notice is a accompanied er.se� California, tified'or cashierikcheck, true and complete copy as was printed ±bid bond?for not; less-than 1D'y. ,of the': and published in the Huntington Beach paable tthebldl`madal payable to the rCity�af- and Fountain Valley issues of said Huntington Beacli"^The Contractor.shall;;id,thej Performance of tlie�work. newspaper to wit the issue(s) of: and improvements conform to the'rL'atio`c_ .Code-of the StAggf. California and.'=°thee Laws of the Stat I California app'licatile February 26, 2004 thiiato• with the._ex-. ception_ only-.of such variations:that maytbe March .4, 2004 + required under the special statutes pursu- 2004 ; ant to which proceedings j March 11, hereunder are taken and which.:have not -been 7 superseded by thej provisions of the Labor I I declare, under penalty of perjury, that I Cade- Preference t° labor shall be given only! the foregoing is true and correct. in the manner provided, by law:- t No bid shall'he .con- sidered unless.it is�madel on!a.Lormlfurnished byl Executed on 2004 0 a City of Huntington, March 11 , Beach, Department of at Costa Mesa, California. Public --Works and` is] made_ in accordance with the provisions-_of thek .proposal requirements. ++ Each bidder must bel licensed and -also' prequalified as.-required° The City-Coisncil'oftthel ' _ Cityof'HuntingioniBeach; i reserves lhe4ighs' tii• reject any orall'tiids._•;t.a By,:order Council:of rttteCity%;of Huntingto iBeach`AgC li:l Signature fornia the:r17thirof; February 2004:. Connie arockii4ii? City Clark of_tk_a�City of 'Huntington Beach.., A. 2000 Maln Siren. (714)5311'-1431 PublishadHuntingtiin Beach 1nAependent February 26;=March;4,' 11,2004 D24.218 RECEIVED BY: CITY CLERK RECEIPT COPY Return DUPLICATE to City Clerk's Office (Name) after slgningldating (Date) Liao, CITY OF HUNTINGTON BEACH r INTERDEPARTMENTAL COMMUNICATION TO: S ri Freidenrich, City Treasurer �l FROM: C�� '�. � I l_(71 DATE: SUBJECT: Bond Acceptance I have received the bonds for (Company Name) Faithful Performance Bond No. Labor and Material Bond No. Monument Bond No. Maintenance Bond No. e r Re: Tract No. CC No. MSC No. Approved Agenda Item No. Z/ - (Co nci!App va!D- e) ' City Clerk Vault No. #27 gAollowup/bondletter.doc I.C.W.GROUP Bond No.212 70 26 11455 EL CAMINO REAL,SAN DIEGO,CA 92130-2045P.O.BON 85563,S.AN DIEGO,CA 92186-5563 (619)350-2400 FAX (619)350-2707 LABOR& MATERIAL PAYMENT BOND THIS BOND IS ISSUED SIMULTANEOUSLY WITH PERFORMANCE BOND IN FAVOR OF THE OWNER CONDITIONED ON THE FULL AND FAITHFUL PERFORNLANCE OF THE CONTRACT KNOW ALL MEN BY THESE PRESENTS: That Sancon Technologies, Inc. as Principal, hereinafter called Principal, and Insurance Company of the West, as Surety, hereinafter called Surety, are held and firmly bound unto City of Huntington Beach as Obligee, hereinafter called Owner, for the use and benefit of claimants as hereinbelow defined, in the amount of Nine Hundred Ninety Seven Thousand, Seven Hundred Twenty Three and 551100 Dollars ($997,723.55), for the payment whereof Principal and Surety bind themselves, their heirs, executors,administrators, successors and assigns,jointly and severally,firmly by these presents. WHEREAS, Principal has by written agreement dated on or about April 27, 2004 entered into a contract with Owner for 03-04 Sewer Rehabilitation Project in accordance with drawings and specifications prepared by the current edition of Standard Specifications for Public Works Construction(or the Architect employed by the County)which contract is by reference made a part hereof,and is hereinafter referred to as the Contract. NOW, THEREFORE, THE CONTDITION OF THIS OBLIGATION is such that, if Principal shall promptly made payment to all claimants as hereinafter defined, for all labor and material used or reasonably required for use in the performance of the Contract, and if the Contractor or his subcontractors shall pay (a) amounts due under the Unemployment insurance required to be deducted, withheld and paid over to the Employment Development Department from the wages of the employees of the Contractor and subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to such work and labor, then this obligation shall be void;otherwise it shall remain in full force and effect,subject,however,to the following conditions: 1. A claimant is defined as one having a direct contract with the Principal or with a Subcontractor of the Principal for labor,material or both,used or reasonably required for use in the performance of the Contract,labor and material being construed to include that part of water,gas,power,light,heat,oil,gasoline,telephone service or rental of equipment directly applicable to the Contract 2. The above named Principal and Surety hereby jointly and severally agree with the Owner that every claimant as herein defined,who has not been paid in full before the expiration of a period of ninety(90)days after the date on which the last of such claimant's work or labor was done or performed,or materials were furnished by such claimant, may sue on this bond for the use of such claimant,prosecute the suit to final judgment for such sum or sums as may be justly due claimant,and have execution thereon. The Owner shall not be liable for the payment of any costs or expenses of any such suit. 3. No suit or action shall be commenced hereunder by any claimant: a) Unless claimant,other than one having a direct contract.with the Principal,shall have given written notice to,any two of the following: The Principal,the Owner,or the Surety above named,within ninety(90)days after such claimant did or performed the last of the work or labor,or furnished the last of the materials for which said claim is made,starting with substantial accuracy in the amount claimed and the name of the party to whom the materials were famished,or for whom the work or labor was done or performed. Such notice shall be served by mailing the same by registered mail or certified mail,postage prepaid,in an envelope addressed to the Principal,Owner or Surety,at any place where an office is regularly maintained for the transaction of business,or served in any manner in which legal process may be served in the state in which the aforesaid project is located,save that such service need not be made a public officer. b) After the expiration of one(1)year following the date on which Principal ceased Work on said Contract, it being understood,however,that if any limitation embodied in this bond is prohibited by any law controlling the construction hereof such limitation shall be deemed to be amended so as to be equal to the minimum period of limitation permitted by such law. e) Other than in a state court of competent jurisdiction in and for the county or other political subdivision of the state in which the Project,or any part thereof,is situated,or in the United States District Court for the district in which the Project,or any part thereof,is situated,and not elsewhere. 4. The amount of this bond shall be reduced by and to the extent of any payment or payments made in good faith hereunder,inclusive of the payment by Surety of mechanics' liens which may be filed of record against said improvement,whether or not claim for the amount of such lien by presented under and against this bond. 5. In case suit is brought upon the payment bond,the surety will pay a reasonable attorney's fee to be fixed by the court. Signed and sealed this 27th Day of April,2004 Sancon Technologies,Inc., 5/8811�^7EJnJgineer Drive,Huntington Beach,CA 92649 (Princi al) (Seal) /f2 (Witness) (Title) INSURANCE COMPANY OFT ST By: Ad/�— APPROVED AS TO FORM;: Michael R. Laylgan,Atto ey in Fa 2`�NIFER ,'vlcuA-`•t-, R-aT1-1, City Aitornec• f 4 Ask, Ad1k No. 0000982 IC%N"CROUP Poryer of Attorney Insurance Company of the West The Explorer Insurance Company Independence Casualty and Surety Company KNOW ALL MEN BY THESE PRESENTS: That Insurance Company of the Vest,a Corporation duly organized under the laws of the State of California,The Explorer Insurance Company.a Corporation duly organized under the laws Of the State of Arizona,and Independence Casualty and Surety Company,a Corporation duly organized under the laws of the State of Texas,(collectively referred to as the"Companies"),do hereby appoint AIICHAEL R.LANGAN. their true and lawful Attorneys)-in-Fact with authority to date,execute,sign,seal,and deliver on behalf ofthe Companies,fidelity and surety bonds,undertakings, and other similar contracts of suretyship,and any related documents. In witness whereof,the Companies have caused these presents to be executed by its duly authorized officers this 16th day of January,2001. cnwrAuro< ►148Uq � INSURANCE CONIPANY OF THE WEST THE EXPLORER INSURANCE COPANY r/ �a�o■roru�fo�± .I ow {r,•s�°p'DR �,; !� 6., !-F `•.�` M "�_�=1 'oaf SEAL �n�; ��! Y�i j� INDEPENDENCE CASUALTY AND SURETY i"'o \�iOi 'Pl CO'*LPA-XY a�trotm'.s• H1 I.N 4xT y. John H.Craig,Assistant Secretary John L_Hannum,Executive Vice President State of California SS. County of San Diego On December 5.2003,before me,Mary Cobb,Notary Public,personally appeared John L.Hatrnurn and John H.Craig,personally known to me to be the persons whose names are subscribed to the within instrument,and acknowledged to me that they executed the same in their authorized capacities,and that by their signatures on the instrument,the entity upon behalf of which the persons acted,executed the instnument. Witness my hand and official seal. MAAY COBB ice{_ COMM.#1321341 U, Y,^,TAnYP'JBIJC.CALIFORNIA R i N �A SAN DIEGOmiss COUNTY (� U . My Cammssion Exp're5 SEPTEMBER 20.2C05 Awry Cobb,Notary Public RESOLUTIONS This Power of Attorney is granted and is signed,sealed and notarized with facsimile signatures and seals under authority of the following resolutions adopted by the respective Boards of Directors of each of the Companies- 'RESOLVED: That the President, an Executive or Senior Vice President of the Company, together with the Secretary or any Assistant Secretary,are hereby authorized to execute Powers of Attorney appointing the person(s)named as Attomey(s)-in-Fact to date,execute,sign, seal,and deliver on behalf of the Company, fidelity and surety bonds,undertakings,and other similar contracts of suretyship,and any related documents. RESOLVED FURTHER: That the signatures of the officers making the appointment,and the signature of any officer certifying the validity and current status of the appointment,may be facsimile representations of those signatures;and the signature and seal of any notary,and the seal of the Company,may be facsimile representations of those signatures and seats,and such facsimile representations shall have the same force and effect as if manually affixed. The facsimile representations referred to herein may be affixed by stamping, printing, typing,or photocopying_" CERTIFICATE 1,the undersigned,Assistant Secretary of Insurance Company of the West,The Explorer Insurance Company.and Independence Casualty and Surety Company,do hereby certify that the foregoing Power of Attorney is in full force and effect,and has not been revoked,and that the above resolutions were duly adopted by the respective Boards of Directors ofthe Companies,and are now in hill force. IN W FENESS WHEREOF,I have set my hand this �r day of r� L �DO John.H.Craig,Assistant Secretary To verify the authenticity of this Power of Attorney you may call 1-800-877-11 1 1 and ask for the Surety Division. Please refer to the Power of Attorney Number, the above named individual(s)and details of the bond to which the power is attached. For information or filing claims,please contact Surety Claims,ICW Group, 11455 El Camino Real,San Diego,CA 92130 2045 or call(H 8)35t)2400. CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT .....4Y4� r �e State of California h� S5. r County of Los Angelras 41 (' on A p r i 1 27 , 2004-, before me, Katherine L. Banks, Notary Public ,- z. C' Date Name and Title of Officer(e-g.,"jw%e Doe,Notary Pubkj T personally appeared _ _Michael R. Lance_ _ r, S Name(sj of Signer(s) 1 fi 23 personally known to me r �! proved to me on the basis of satisfactory r evidence s 1 to be the person(45 whose nametq islam subscribed to the within instrument and T rlrrTlnC'1,IIlr„piin11N,1,1i11111„Ilgll.lilll,,,,lllllu,l11111„I"IIIP„Illll-.,°,III'-Cr,• ,•_ acknowledged to me that he/900OW executed the saute in hiss authorized r� fi KATHERINE L.. BANKS capacity{'", and that by hisfNDVOM f - COMM. # 1337229 x si nature on the instrument the ersort . e,f hIOTARY PUBLIC - CALVORNIA Ln g ( p �` QC t r LdS ANGELES COUNTY the entity upon behalf of which the person( �s acted, executed the instrument. ti �(S ,•• My Comm. Expires Jeri.31,2UDfi h �• �5,5151N4N55H77111�4N55N4445lGlllllll„1111:1'lllllu>15111111111,I:IIInll 111'lllllll.11li'.•II.II'.I' - 1 �} WITNESS my hand and official seal. G� r ' Pace Notary Seal Above Signature of Notary Putfffic 6h OPTI AL r Though the information below is not required by law, it may prove valuable to persons relying on the document t and could prevent fraudulent removal and reattachment of this form to another document, e. t Description of Attached Document r Labor and Materials Payment Bond Title or Type of Document: � 4 •�• - Document Date: Number of Pages: Signer's)other Than Named Agave: Capacity(ies) Claimed by Signer Signer's Name: Michael R. Langan - - ❑ Individual RT"pof trj_ffXr,n here ❑ Corporate Officer--Title(s): C Partner—❑ Limited ` General ti Attorney in Fact �s ` Trustee h :1 Guardian or Conservator } D Other: c Signer Is Representing: INSURANCE CCMPANY OF THE WEST `-n- C.t4'Lt.'r�''Z S.'r-f_c=:,_>,;r�r�.rw'r-<,Li,'�.Ct,'C*��s-.�,��c,r�C,*=�•`�CjO:,:• 0 1997 Nat oriel Notary A&VXiatian-935Q De Soto Ave.,P.O-Box 24a2-Cna[swarth.CA 91313-2402 Prod.No-5947 Reoraer.Ca45 Tat1-Free t-SW-976-M7 I.C.W. GROUP ®INSURANCE COMPANY OF THE WEST ❑EXPLORER INSURANCE COMPANY ❑INDEPENDENCE CASUALTY AND SURETY COMPANY 11455 EL CAMINO REAL*SAN DIEGO,CA 92130-2045 P.O. BOX 85563,SAN DIEGO,CA 92186-5563(619)350-2400 FAX(619)350-2707 Bond Number: 212 70 26 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That Sancon Technologies, Inc.,as Principal,hereinafter called Contractor,and Insurance Company of the West,as Surety,hereinafter tailed Surety,are held and firmly bound unto City of Huntington Beach,as Obligee,hereinafter called Owner,in the amount of Nine Hundred Ninety Seven Thousand, Seven Hundred Twenty Three and 551100 Dollars(S997,723.55), for the payment whereof Contractor and Surety bind themselves,their heirs,executors,administrators,successors and assigns,jointly and severally,firmly by these presents. WHEREAS,Contractor has by written agreement dated on or about April 27,2004,2004 entered into a contract with Owner for 03-04 Sewer Rehabilitation Project in accordance with drawings and specifications prepared by the current edition of Standard Specifications for Public Works Construction, (or the Architect employed by the City)which contract is by reference made a part hereof,and is hereinafter referred to as the Contract. NOW,THEREFORE,THE CONDITION OF THIS OBLIGATION is such that, if Contractor shall promptly and faithfully perform said Contract,then this obligation shall be null and void;otherwise it shall remain in full force and effect. The Surety hereby waives notice of any alteration or extension of time made by the Owner. Whenever Contractor shall be,and declared by Owner to be in default under the Contract,the Owner having performed Owner's obligations thereunder,the Surety may promptly remedy the default,or shall promptly (1) Complete the Contract in accordance with its terms and conditions,or (2) Obtain a bid or bids for completing the Contract in accordance with its terms and conditions,and upon determination by Surety'of the lowest responsible bidder,or, if the Owner elects,upon determination by the Owner and Surety jointly of the lowest - - responsible bidder,'arrange for a contract between such bidder and Owner,and make available as Work progresses(even though there should be a default or a succession of defaults under the contract or contracts of completion arranged under this paragraph)sufficient funds to pay the cost of completion less the balance of the contract price;but not exceeding, including other costs and damages for which the Surety may be liable hereunder,the amount set forth in the first paragraph hereof. The term"balance of the contract price," as used in this paragraph, shall mean the total amount payable by Owner to Contractor under the Contract and any amendments thereto, less the amount properly paid by Owner to Contractor. Any suit under this bond must be instituted before the expiration of two(2)years from the date on which final payment under the Contract falls due. No right of action shall accrue on this bond to or for the use of any person or corporation other than the Owner named herein or the heirs,executors,administrators or successors of Owner. Signed and sealed this 27th day of April,2004 A.D. Sancon Technologies, Inc. 5881 En ineer Drive, HuntingtotiBeach,CA 649 (Seal) (WITNESS) By: (Title) INSURANCE COMPANY OFT E WEST (WITNESS) By: i Michael � Langan Attorney-In-Fact APPROVED AS TO FORItil `NIFI_R McMkTH, ,- ICW GROUP INSURANCE COMPANY OF THE WEST THE EXPLORER INSURANCE COMPANY INDEPENDENCE CASUALTY AND SURETY COMPANY I1455 El Camino Real (-Z `7 b / San Diego,Ca 92130-2045 BOND 0 C7 TERRORISM COVERAGE DISCLOSURE The Terrorism Risk Insurance Act of 2002 (the "Act") establishes a program under which the Federal Government will share in the payment of covered losses caused by certain acts of international terrorism. We are providing you with this notice to inform you of the key features of the Act, and to let you know what effect, if any, the Act will have on the premium. Under the Act, insurers are required to provide coverage for certain losses caused by international acts of_terrorism as defined in the Act. The Act further_ provides that the . Federal _Government will pay a share of such losses. Specifically, the Federal -Government will pay 90% of the-amount of covered losses caused by certain acts of terrorism that is in excess of the statutorily established deductible for that year. The Act also caps the amount of terrorism-related losses for which the Federal Government or an insurer can be responsible at $I00,000,000,000.00, provided that the insurer has met its deductible. Please note that passage of the Act does not result in any change in coverage under the attached policy or bond (or the policy or bond being quoted). Please also note that no separate additional premium charge has been made for the terrorism coverage required by the Act. The premium charge that is allocable to such coverage is inseparable from and imbedded in the overall premium. CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT �S a State of California t 5 County of _ Los Angeles ss. z e,. On Apr i 1 27 , 2004 , before me, Katherine L. Bankss, Notary Public 7 e S SM1: Date Name and The of officer(e-g..'.lana Doe,Notary Public)y personally appeared _ Michael R. Langan Names)of Sigrer{si x personally known to me D proved to me on the basis of satisfactory r fievidence to be the person(Of whose nameq#4 is/am ` subscribed to the within instrument and acknowledged to me that he/04"executed .........:- = the same in hiss authorized KATHERINE L. BANKS = capacity( , and that by his/WCOM CpMm. # 1337229 s A ignature( on the instrument the person), or rti z �.1 %DTAPv PUSLIC c=+LtrQizP.+n the entity upon behalf of which the person(9 7 �` � LOS A`J GELES COUN'y = f My Comm.Exp'sres tan.31,2CO5 acted, executed the instrument. �uu:mn•ruurry,nnn:ni„n,m,nnu,, umwruru.u,n:ecn.::i WITNES my hand and official.sea th _ Place Notary Seal Above Signature of Nctary Publie r' lS OPTI AL S CThough the information below is not required by law, it may prove valuable to persons relying on the document k5 and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Performance Bond Title or Type of Document: r h Document Date: Number of Pages: Signer(s) Other Than Named Above: fi Capacity(ies) Claimed by Signer z' Signer's Name: Michael R. Langan — T� R Individual Top cd thumb here Corporate Officer—Title(s): Partner—C Limited ❑ General fi - Attorney in Fact r Trustee s ❑ Guardian or Conservator C Other: Signer Is Representing: INSURANCE COMPANY CF THE WEST - �.:r,�:'-�r�.!-".r�.•r-•C,`r`�C;`cC,'-(.f`t:�7GC.tc,'cti=c.•!,�^-c,Ct,�- ti. - - .. -— C 1997 Nalicnal Notary Associaticn+9350 Qe Soto Ave..P.O.Box 2402+Chatsworth.CA 91313-2402 Prod.No.5907 Reorder:Cail Toil-Free 1-800-876-6U7 No.0000982 ICW GROUP Power of Attorney Insurance Company of the West The Explorer Insurance Company Independence Casualty and Surety Company KNOW ALL ME`BY THESE PRESENTS: That Insurance Company of the West,a Corporation duly organized under the laws of the State of California,The Explorer Insurance Company,a Corporation duly organized under the laws of the State of Arizona,and Independence Casualty and Surety Company,a Corporation duly organized under the laws of the State of Texas,(collectively referred to as the"Companies"),do hereby appoint MICHAEL R.LANGAN their true and lawful Artorney(s)-in-Fact with authority to date,execute,sign,seal.and deliver on behalf of the Companies,fidelity and surety bonds,undertakings, and other similar contracts of suretyship,and any related documents. IN WITNESS WHEREOF.the Companies have caused these presents to be executed by its duly authorized officers this 16th day of January,2001. %itsUgq .}+ Y't'�oL INSURANCE COMPANY OF THE WEST �°nsrcurEo R� o`�ogP0A4•�yn t� * ; THE EXPLORER INSURANCE COMPANY a SEAL n INDEPENDENCE CASUALTY AND SURETY COMPANY � r > pO S4acMw� ',yj Aid 9� � _tys John H.Craig, Assistant Secretary John L. Hannum,Executive Vice President State of California County of San Diego SS. On January 16,2001,before me,Norma Porter,Notary Public,personally appeared John L. Hannum and John H.Craig,personally known to me to be the persons whose names are subscribed to the within instrument,and acknowledged to me that they executed the same in their authorized capacities,and that by their signatures on L%e instrument,the entity upon behalf of which the persons acted,executed the instrument_ Witness my hand and official seal. NORMA PORTER �f COtv11i1, #1257540 yd NOTARY IEGO-CAU COUNTY 0 y Ci L7iEG0 COUNTY • My C�rnrnission t?xpa©s MI\HCH 19.2004 Norma Porter,Notary Public RESOLUTIONS This Power of Attorney is granted and is signed,scaled and notarized with facsimile signatures and seals under authority of the following resolutions adopted by the respective Boards of Directors of each orate Companies: "RESOLVED: That the President, an Executive or Senior Vice President of the Company, together with the Secretary or any Assistant Secretary',are hereby authorized to execute Powers of Attorney appointing the person(s)named as Artorney(s)-in-Fact to date,execute,sign, seal,and deliver on behalf of the Company,fidelity and surety bonds,undertakings,and other similar contracts of suretyship,and any related documents. RESOLVED FURTHER: That the signatures orthe officers making the appointmer.`,and the signature of any officer certifying the validity and current status of the appointment,may be facsimile representations of those signatures:and the signature and seat of any notary,and the seal of the Company,may be facsimile representations of those signatures and seals,and such facsimile representations shall have the same force and effect as if manually affixed. The facsimile representations referred to herein may be affixed by stamping,printing, typing, or photocopying." CERTIFICATE 1,the undersigned,Assistant Secretary of Insut'ance Company of the West,The Explorer Insurance Company,and Independence Casualty and Surety Company,do hereby certify that the foregoing Power of Anomey is in fitll force and effect,and has not been revoked,and that the above resolutions were duly adopted by the respective Boards of Directors of the Companies,and are now In,full force. r IN WITNESS WHEREOF,1 have set my hand this �'� day of A P 16 �IZXI John H.Craig.Assistant Secretary To Neri fy the autt:envcity of this Power of Attornev you may call 1-800-877-1 l 1 1 and ask for tl:e Surety Division. Please refer to the Power of Aitomey Number, the above named individual(s)and details of the bond to which the power is attached. For information or filing claims,please contact Surety Claims. 16W Group, 114455 El Camino Real,San Diego.CA 921 30.2045 or call(8=8)350-2400. or Fi & CITY OF HUNTINGTCN BEACH 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK CONNIE BROCKWAY May 12, 2004 . CITY CLERK Sancon Technologies, Inc. 5881 Engineer Drive Huntington Beach, CA 92649 ATTN: Mr. Bob Hollingsworth Re: 03-04 Sewer Rehabilitation Project—CC-1231 The City Council awarded the bid to your company for the above referenced project. Enclosed is a copy of the executed contract with the City of Huntington Beach. A Declaration of Satisfaction of Claims and a Certificate of Compliance form must be returned to this office after the groiect is completed but prior to the release of retention funds. In addition, the following item must also be on file, with this office before the City can release any retention funds: A warranty bond guaranteeing the final amount of work and materials for one year. If your performance bond does not include specific wording for a one-year warranty, then a rider or separate bond must be submitted. Should you have any questions or concerns regarding the enclosures or items that must be on file in this office prior to release of retention funds, please call the Public Works Department at 536-5432. Sincerely, Liz Ehring, CIVIC Assistant City Clerk LE:pe cc: Robert F. Beardsley, Public Works Director Enclosures: Copy of Contract including Proposal Copies of insurance/bonds Declaration of Satisfaction Certificate of Compliance Bid Bond (original) g lol lowuplcashcon ftashcon-letter.doc Mle phone: 714.536.5227) POMS and ASSOC, �x:1-818-876-3322 Oct 21 20 14:31 P. 04 r DATE(lANbOlYYYY) , �, CERTIFICATE OF LIABILITY INSURANCE 10/21 x003 PR=WR (818)876-3336 FAX (818)876-3321- TIiIS CERTIFICATE 18 ISSUED AS A MATTER OF INFORMATION Poles A Associates s _ ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE /oZ3� „pl nOA,THM cERTII+ICATE DOES NOT AMEN EXTEND OR 14025 Park Sorrento Attn: Mary H. Paolo ALTER THE COVE E FFORDEDBYT5—A BELOW. li to #110 -- Cal ebasaS, CA 91302 00. 6 O INSURERS AFFORDING COVERAGEIC S INsw+�ao ncon ng Weer ng IY, Inc MY9W�@RA Virginia Surety Company, 5841 Engineer Drive u/�LrrCT INSlRmw Liberty Insurance UnderwrHuntington Beach, CA 92 INSUAERo: American Int'1 . saltXV INBVRBR o: INSURER N. COVABAGE THE POLICIES OF INSURANOE LISTED aELOW HAVEN BEEN fWLgIC;rO TIME INOURNO NAMED ABOVC FOR'tkEi INCLICY PER=INDICATED.NOTWITHSTANOW ANY REQUIREMENT,'PERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THO CERnPICATE MAY BE ISSURD OR MAY PERTAIN,THE INBURANCEE AFFORDED BY THE POUC1Es DI;SCRISED HEREIN 18 SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS 01.6UCH POLIGICE,AGOREpATE LIMITt3 allQwN MAY WAVE BORN REDUCOP BY PAIp CLAIMS. T"C OF INSURAKICE PCL,CYNu®m, =M%WMT` N LIMnB "MARAL LIABILITY EACH 0=RRM4611 ! 1 O0D 00 X O0WQRCIALQ5f BRALLIADILITY ICG50113200 10/02/2003 10/03/2004 BE TO RENTED SQ 00 CI,AM 11441 lE OCCUR Iw ow(AM ana 0"—) ! ED A ANAL A ADV I MRY 6 1 000 00 99I45RA16ACORROATE s a 000 00 QMAGGRMATELIMITAPPLIESPER PRODUCTS-C"JOPAGO 6 21000,00 POLICY M5B LK LOG ALITOMMOSILE I'AWLnY c0meINED 31NBLE UMrr X ANYAUTO (EaaeeidenO 6 oD a ALL OWNIM AUTOS e0oILY INJURY A 80„EDULEDAinos 1CA90113300 10/01/2003 10/01/2004 (PerPe' X WREDAUT03 BODILY WiURY X NONZWNED AUTOS [Par aeoftr4 E PROPERTY DAM49Z € APPROVED AS TO FORM ( araaaleal+tl GARAGE NABILISY (]� AUTO ONLY-CA AC4109W S ANy ALn"b FA ACC I1 NIFEI2 �fcG TH,CityAkt rnery AUTO "it. AGO 3 49=10M1UML7RMAA Lm3LTTY &WMOCCURRENCE ;LSaE DOD XOCCUR ❑ AB 000 00 8 Lq1-371181325015 10/01/2001 10/01/2004 DEDL�mE R!TlFL'TIpN � WORlLERB CDMPBN6ATION AND X WC STATU- 4TIa. EMFPLOYOW UABILITT E.L.EACH ACCIDENT 6 11000109 A GANY P ETOPW RTNEECUTNE 1CW30113100 10/01/a003 10/01/2004 EL DISMSE-EA EMPLOYSE i 11000,00 M�ea deeeA66"ttd�r SI'EL�IALPRpvISIgN8belnw LL.DIff"I-POLICY LIMIT 6 1,000,00 rntractor'stam Pollution CLAIMS MADE POLICY.- Cability (cPL) CPL1116:136 10/01/2003 10/01/2004 $1,000,000 Each Clain+/Ag , DEBCRIanOsu C.GPIRATIONS!LOCATIONO I VEtII�LES I EkGLUSI01iS AC BY ON R g�CN E., lliscel larfeous Sewuer Lining Project, Phase I , C-120 t is agreed that the City-of Huntington Beach, ETAL-is named as Additional Insured per the tzached endorsWnent. Waiver of Subrogation applies to Workers' compensation per endt. attached. EVXSES AND REPLACES ALL PREVIOUSLY ISSUED. 10 Days Notice of Cancellation Shah Apply for Non-Paymeet Of Pre111111. AN NIa ANY OF THE ABOVE DASCR19MiD FOLLICLES BE CANCELLED BEFORE THE ExPIRATION DATE TNEREDF,THE ISSUING UISUROt VALLINCOMM MAIL City of HuntiTtOtan Beach 308 DAYSWRITTENWMCr.TOTMCmns:IOATEWOLDERNAWEOTOTHEEF LT, Attn: Christie Mwdoza XXIOCXz P.O. Box 190 Huntington Beach, CA OZ648 AU RESET""">s ACORD 43(2001MB) FAX: (714)S36-3212 OACORD CORPORATION 1998 1 �,;G �F ~��• '4 �� hr i Fuss and ASUVU :1-816-876-3322 Oct 21 200.14:31 P. Ob .City of Huntington Beach Certificate issued to City of Huntington Beach 10/21/2001 Pains & Associates 10/16/2003 . ,lirginia Surety Company, Inc. - Admitted A/IX Policy No. ICCSOI13200 Additional Insured - Owners, Lessoes or Contractors (FORM s) This endorsement modifies insurance provided under the following; C"ERCxAL GENERAL LIABILITY PART SCHEDULE Name of Person or Organization: City of Huntington Beach, ITS AGENTS, OFFICERS AND EMFLOYEE5 (if no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section II) is amended to include as an Insured the person or organization shown in the Schedule, but only with respect to liability viting out of "your work" for that insured by or for you. ISO ENDORSEMENT #CC 20 10 11 85 ^ FUR and RSSUC J&x:1-818-876-3322 Oct 21 200 10:31 P. 06 City of Huntington gaAch Certificate issued to City of Huntington Beach 10/22/2003 Pours & Associates 10/15/2003 WC WAIVER OF SUBROGATION Company ; Virginia Surety Company, Inc. Policy Period: 10/1/03 - 04 ATTACHED TO AND FORMING A PART OF POLICY NUMBER ICGSOI13200 ENDORSEMENT EFFECTIVE 10/1/03 (Standard Time) 12:01 a.m. Producer: CPG/Spec. Risk Resources Ins. Agency, Inc. INSURED: Sancon Engineering 11, Inc. THIS ENDORSEMENT CMANGES THE POLICY. PLEASE READ IT CAREFULLY. -01S ENDORSEMENT MODIFYES INSURANCE PROVIDED UNDER THE FOLLOWINC: WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY INSURANCE WAIVER OF OUR RICHT TO RECOVER FROM OTHERS ENDORSEMENT We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us. This agreement Shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule WHEN REQUIRED BY WRITTEN CONTRACT ANp EVIDENCED BY CERTIFICATE OF INSURANCE ON FILE WITH THE CARRIER. o. Q R"d, f o AUTH IRT7,6AEPRESENTATIVE DATE CPO 7(3/02) Company Profile . • Page 1 of 2 am Company Profile Insurance �nre�t�oi INSURANCE COMPANY OF THE WEST PO BOX 85563 SAN DIEGO, CA 92186-5563 800-877-IIII Agent for Service of Process JAMES III W. AUSTIN, T1455 EL CAMINO REAL SAN DIEGO, CA 92130-2045 Unable to-Locate the Agent for Service of Process? Reference Information NAIC 27847 NAIC Group u: 0922 California Company ID #: 2071-9 Date authorized in California: May 17, 1972 License Status: UNLIMITED-NORMAL Company Type: Property & Casualty State of Domicile: CALIFORNIA Lines of Insurance Authorized to Transact The company is authorized to transact business within these lines of insurance. For an explanation of any of these terms, please refer to the glossary_. AIRCRAFT AUTOMOBILE BOILER AND MACHINERY BURGLARY COMMON CARRIER LIABILITY CREDIT DISABILITY FIRE LIABILITY MARINE MISCELLANEOUS PLATE GLASS SPRINKLER http://cdinswww.insurance.ca.gov/pls/wu_co_prof/idb_Co_prof_utl.get_co_proPp_EI D... 5/6/2004 Company Profile •SURETY . Page z of 2 TEAM AND VEHICLE WORKERS' COMPENSATION Company Complaint Information t 1 1, Company Enforcement Action Documents a Company Performance & Comparison Data Composite Complaint Studies Want More? Help Me Find a Company Representative in My Area Financial Rating Organizations Last Revised -April 26, 2604 02:22 PM Copyright©California Department of Insurance Disclaimer http://cdinswww.insurance.ca.gov/pls/wu_co_prof/idb co_prof utl.get_co_proPp_EID... 5/6/2004 :.C.W. GROUP MINSURANCE COMPANY OF THE WEST ❑EXPLORER INSURANCE COMPANY ❑INDEPENDENCE CASUALTY AND SURETY COMPANY BOND NO. 1677957 BID OR PROPOSAL BOND' KNOW ALL MEN BY THESE PRESENTS: That we, Sancon Technologies, Inc., (hereinafter called the Principal), and Insurance Company of the West, a corporation organized and doing business under and by virtue of the laws of the State of California, and duly licensed for the purpose of making, guaranteeing or becoming sole surety upon bonds or undertakings required or authorized by the laws of the State of California, as Surety, are held and firmly bound unto CITY OF HUNTINGTON BEACH(hereinafter called the obligee) in the just and full sum of ten percent of the total amount of the bid in Dollars ($10%) lawful money of the United States of America, for the payment of which, well and truly to be made, we hereby bind ourselves and our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH THAT WHEREAS, the above bounden Principal as aforesaid, is about to hand in and submit to the obligee a bid or proposal dated March 30, 2004 for 03- 04 SEWER REHABILITATION PROJECT CASH CONTRACT NO.1231 in accordance with the plans and specifications filed in the office of the obligee and under the notice inviting proposals therefor. NOW, THEREFORE,if the bid or proposal of said principal shall be accepted, and the contract for such work be awarded to the principal thereupon by the said obligee, and said principal shall enter into a contract and bond for the completion of said work as required by law, then this obligation to be null and void,otherwise to be and remain in full force and effect. rN WITNESS WHEREOF, said principal and said Surety have caused these presents to be duly signed and sealed this 1 st day of MARCH, 2004. Sancon Technologies, Inc. 5881 Engin er Drive, Huntington ach,CA 92649 Phone No: 714-891-2323 BY: ' sic- Insurance Company of the West 17852 E. 17a' Street,T stin A 92780 Phone No: 714-832-9900 BY: Michael . Langa Attorney-m-Fact CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California � ss. County of Ins Ar-geles fi On March 1, 2004 before me, Katherine L. Hanks, Notary Public r 5' Date Name and Title of officer(e.g..'Jane Doe.Notary Public' personally appeared Michael R. t I� Name(s)of Signer(s) Lx personally known to me r ❑ proved to me on the basis of satisfactory r evidence IeIh III11P.nllnnnl,.nlid,wunwrn,,..un..n,,,,.....,.,iuu..unnu,unc uuu.•ua:ulu'f{ to be the person(* whose name(4) ist=ll KATHRINE L. BANKS a CT-r1,A # 1337229 subscribed to the within instrument and r acknowledged to me that he/tJprgRr v;1guC • CALIFORNIACALtFORN1A � J ,ffl4@R9ff executed 21 ;: LOS ANGELES COUNTY the same in his/I Gib authorized i r.S `lLn A°g My Comm.EX010S Jan.31,2006 capacity , and that by hisl (`. ilum{:Hlunlll[rrululuutttlnmrnlugUlnnnelluallIona{r:iJllnw:pllrulWlHPAlluiiallll 1(y s'(gnature(i§q on the instrument the personit), or the entity upon behalf of which the person(4 acted, executed the instrument. fi WITNEOS my hand and offici seal. h Place Notary Seat Above Signature of Notary Public n OPTIO AL Though the information below is not required by law, it may prove valuable to persons relying on the document �1 h and could prevent fraudulent removal and reattachment of this form to another document. t � Description of Attached Document ,� Title or Type of Document: Bid Bond Document Date: Number of Pages: c fi s Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Michael R. La an n Signer's Name:71 g - r Individual _7�7 r G Corporate Officer--Title(s): ❑ Partner—❑ limited G General r } K Attorney in Fact ❑ Trustee ❑ Guardian or Conservator C. Other- r Signer is Representing: Insurance Cam2any of the West n .r GC.'%4' ;�.<-C.C<.'r�(:r-�S.`r%S, 0 1997 National Notary Association•9350 De Solo Ave.,P.O.Box 2402•Chatsworth.CA 913:3.2402 Prod.No.5907 Reorder:Call Toll-Free 1-80M75-6827 Adik No.0000i)82 lCW GROUP Power of Attorney Insurance Company of the Nest The Explorer Insurance Company Independence Casualty and Surety Company KNOW ALL MEN BY THESE PRESENTS: That Insurance Company of the West,a Corporation duly organized under the laws of the State of California,The Explorer Insurance Company,a Corporation duly organized under the laws of the State of Arizona,and Independence Casualty and Surety Company,a Corporation duly organized under the laws of the State of Texas,(collectively referred to as the"Companies"),do hereby appoint NUCHAEL R.LA.NGAN their true and]awful Atiomey(s)-in-Fact with authority to date,execute,sign,seal,and deliver on behalf of the Companies,fidelity and surety bonds,undertakings, and other similar contracts orsuretyship,and any related documents. IN WITNESS WHEREOF,the Companies have caused these presents to be executed by its duly authorized officers this 16th day of January,2001. �corrurr�r 0 1N8U9R "uY"'mom INSURANCE COMPANY OF THE NVEST +{paraNtr�e�^ oQb°ov4Agq���m O THE EXPLORER INSURANCE COMPANY Y46EALq�, � � .� INDEPENDENCE CASUALTY A-NJ)SURETY CONIPA`Y ONA sugar ''y1 *+aDptsr .V John H.Craig, Assistant Secretary John L. Hannum, Executive Vice President State of California County of San Diego Ss. On January 16,2001,before me,Norma Porter,Notary Public,personally appeared John L. Hannum and John H.Craig,personally known to me to be the persons whose names are subscribed to the within instrument,and acknowledged to me that they executed the same in their authorized capacities,and that by their signatures on the instrument,the entity upon behalf of which the persons acted,executed the instrument. Witness my hand and official seal- NORMA PORTER CONr � QTA;1Y PUBLIC #i 2 LIMIRM n U NCTA:i1'PL'BLII'-CAtI�GR�drA of 1N.1 �� SAN nmissiIEGO COUNTY � � My CO�"1'+�11is9+On Ea}^:rO9 rytn.t2CH 19.2004 Forma Porter,Notary Public RESOLUTIONS This Power of Attorney is granted and is signed,sealed and notarized with facsimile signatures and seals under authority of the following resolutions adopted by the respective Boards of Directors of each of the Companies: "RESOLVED: That the President, an Executive or Senior Vice President of the Company, together with the Secretary or any Assistant Secretary,are hereby authorized to execute Powers of Attorney appointing the person(s)named as Attomey(s)-in-Fact to date,execute,sign, seal,and deliver on behalfof the Comp:-ny.Fide;ity and t re[_ bonds,uncmakings,-ind otl-.Pr similar cc::tract--afsure-yshiF,and any related documents. RESOLVED FURTHER: That the signatures of the officers making the appointment,and the signature of any officer certifying the validity and current status of the appointment,maybe facsimile representations of those sienatures;and the signature acd seal of any notary,and the seal of the Company,may be facsimile representations of those signatures and seals,and such Facsimile representations shall have the same force and effect as if manually affixed. The facsimile representations referred to herein may be affixed by stamping,printing, typing, or photocopying." CERTIFICATE 1,the undersigned,Assistant Secretary of Insurance Company of the Wes:,The Explorer Insurance Company,and Independence Casualty and Surety Company.do hereby certify that the foregoing Power of Attorney is in full force and effect,and has not been revoked,and that the above resolutions were duly adopted by the respective Boards of Directors of the Companies,and are now in full force. IN WrTNESS WHEREOF,I have set my hand this�'� day of AL�A-RC,4 _ . 0QA4)11 John H. Craig,Assistant Secretary To verity the authenticity of this Power of Attomey you may call 1-800-877-1 l l I and ask for the Surety Division. Please refer to the Power of Attorney Number, the above named individual(&)and details of the bond to which the power is attached. For information or filing claims,please contact Surety Claims, ICW° Group, 11-155 El Camino Real,San Diego,CA 92l 30-2045 or call(858)350-2400. i i DECLARATION OF SATISFACTION OF CLAIMS state: . (Name of Contractor) 1. 1 am the general contractor for the City of Huntington Beach, as to the project more fully described in the public works contract entitled: and dated 2. All workers and persons employed, all firms supplying materials, and all subcontractors for the above-mentioned project have been paid in full. 3. The following are either disputed claims, or items in connection with Notices to Withhold, which have been filed under the provisions of the statutes of the State of California: (if none, state"NONE") I declare under penalty of perjury that the foregoing is true and correct. Executed at on this day of , 20 . (Location) (Signature of Contractor) A PPROVW AS TO FORM 17E'�NIFER McGI ATH,Ctty,Altors,,y g:followuplcashconticashcon2.doc procedure#15 japuty City Attomley / 11 City of Huntington Beach Department of Public Works 2000 Main Street/P.O. Box 190 Huntington Beach, CA 92648 Subject: Certification of Compliance with Title Vil of the Civil Rights Act and Equal Employment Opportunity Act of 1972 k Gentlemen: The undersigned, contractor on: Project No. Title _ hereby certifies that all laborers, mechanics, apprentices, trainees, watchmen and guards employed by him or by any subcontractor performing work under the contract on the project have been paid wages at rates not less than those required by the contract provisions, and that the work performed by each such laborer, mechanic, apprentice or trainee conformed to the classifications set forth in the contract or training program provisions applicable to the wage rate paid. (Signature and Title) APPROVED AS TO FORM VJEIFERaGRATH,CityAu,,w n ! ior ey I Z/Y D g:followuplcashconticashconl A= procedure#14 1J CITY FENDED CONSTRUCTION CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND FOR TABLE OF CONTENTS Pace No. 1. STATE OF WORK;ACCEPTANCE OF RISK 1 2. ACCEPTANCE OF CONDITIONS OF WORK; PLANS 2 3. COMPENSATION 4 4. COMMENCEMENT OF PROJECT 4 5. TIME OF THE ESSENCE 4 6. CHANGES 5 7. NOTICE TO PROCEED 6 8. BONDS 6 9. WARR.ANTIES 6 10. INDEPENDENT CONTRACTOR 7 11. LIQUIDATED DAMAGES:`DELAYS 7 12. DIFFERING SITE CONDITIONS 9 13. VARIATIONS IN ESTIMATED QUANTITIES 10 14. PROGRESS PAYMENTS 10 15. WITHHELD CONTRACT FUNDS,SUBSTITUTION OF SECURITIES 11 16. AFFIDAVITS OF SATISFACTION OF CLAIMS 11 17. WAIVER OF CLAIMS 12 18. INDEMtiIFICATION,DEFENSE,HOLD HARMLESS 12 19. WORKERS' COMPENSATION INSURANCE 13 20. INSURANCE 13 21. CERTIFICATES OF INSURANCE;ADDITIONAL INSURED 14 22. NOTICE OF THIRD PARTY CLAIM 15 23. DEFAULT&TERMINATION 15 24. TERMINATION FOR CONVENIENCE 16 25, DISPOSITION OF PLANS,ESTIMATES AND OTHER 16 26. NON-ASSIGNABILITY 16 27. CITY EMPLOYEES AND OFFICIALS 16 2& STOP NOTICES 17 29. NOTICES l7 30. SECTION HEADINTGS 18 31. IMMIGRATION 18 32. LEGAL SERVICES SUBCONTRACTING PROHIBITED 18 33. ATTORNEYS FEES 18 34 INTERPRETATION OF THIS AGREEMENT 19 35. GOVERNING LAW 19 36. DUPLICATE ORIGINAL 19 37. CONSENT 20 38. SURVIVAL 20 39. MODIFICATION 20 40. ENTIRETY 20 CITY FUNDED CONSTRUCTION CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND SP0,Con TfG�noIodicS 3: r�t . OR 03- as TeV40r ?fdla`r THIS AGREEMENT ("Agreement") made and entered into this 2 7 day of JU 20At , by and between the City of Huntington Beach, a municipal corporation of the State of California, hereinafter referred to as "CITY," and Qln�carp ec.v► 10 5 h , a California Cdr ro/�4�1 ova , hereinafter referred to as "CONTRACTOR." WHEREAS, CITY has solicited bids for a public works project, hereinafter referred to as "PROJECT," more fully described as 03-04 S'*%. er QF-W3,i A- *A i aW% QCA4,e ' ' in the City of Huntington Beach; and CONTRACTOR has been selected to perform said services, NOW, THEREFORE, in consideration of the promises and agreements hereinafter made and exchanged, the parties covenant and agree as follows: 1. STATEMENT OF WORK; ACCEPTANCE OF RISK CONTRACTOR shall complete and construct the PROJECT pursuant to this Agreement and the Contract Documents (as hereinafter defined) and furnish, at its own cost and expense, all labor, plans, tools, equipment, supplies, transportation, utilities and all other items, services and facilities necessary to complete and construct the PROJECT in a good and workmanlike manner. CONTRACTOR agrees to fully assume the risk of all loss or damage arising out of the nature of the PROJECT, during its progress or prior to acceptance by CITY, from agree!form.'cihy co,❑;y4-03 I the action of the elements, from any unforeseen difficulties which may arise or be encountered in the prosecution of work, and for all other risks of any description in connection with the work, including, but not limited to, all expenses incurred by or in consequence of the suspension or discontinuance of work, except such as are herein expressly stipulated to be bome by CITY, and for well and faithfully completing the work within the stipulated time and in the manner shown and described in this Agreement, and in accordance with the requirements of CITY for the compensation set forth in the accepted bid proposal. 2. ACCEPTANCE OF CONDITIONS OF WORK; PLANS AND SPECIFICATIONS CONTRACTOR acknowledges that it is fully familiar with all the terms, conditions and obligations of this Agreement and the Contract Documents (as defined below in this Section), the location of the job site, and the conditions under which the work is to be performed, and that it enters into this Agreement based upon its thorough investigation of all such matters and is relying in no way upon any opinions or representations of CITY. It is agreed that the Contract Documents are incorporated into this Agreement by this reference, with the same force and effect as if the same were set forth at length herein, and that CONTRACTOR and its subcontractors, if any, shall be bound by the Contract Documents insofar as they relate in part or in any way, directly or indirectly, to the work covered by this Agreement. "Contract Documents" as defined herein mean and include: A. This Agreement; B. Bonds covering the work herein agreed upon; agree.`lorms city consL14-03 2 i • C. The CITY's standard Plans and Specifications and special contractual provisions, including those on file in the office of the Director of Public Works of CITY and adopted by the City Council, and any revisions, amendments or addenda thereto; D. The current edition of Standard Specifications for Public Works Construction, published by Builders' News, Inc., 10801 National Boulevard, Los Angeles, CA 90064, and all amendments thereto, written and promulgated by the Southern California chapter of the American Public Works Association and the Southern California District Associated General Contractors of the California Joint Cooperative Committee; E. Bid documents including the Notice Inviting Bids, the Special Instructions to Bidders and the COI\TRACTOR's proposal, (which is attached hereto as Exhibit "A" and incorporated herein by this reference); F. The particular Plans, Specifications, Special Provisions and Addenda applicable to the PROJECT. Anything mentioned in the Specifications and not indicated in the Plans or indicated in the Plans and not mentioned in the Specifications, shall be of like effect as if indicated and mentioned in both. In case of a discrepancy between any Plans, Specifications, Special provisions, or Addenda, the matter shall be immediately submitted by CONTRACTOR to the Department of Public Works of CITY (hereinafter referred to as "DPW"), and agree;fonnsicity consu4-03 3 CONTRACTOR shall not attempt to resolve or adjust the discrepancy without the decision of DPW, save only at its own risk and expense. Should there be any conflict between the terms of this Agreement and the bid or proposal of CONTRACTOR, then this Agreement shall control and nothing herein shall be considered as an acceptance of the terms of the bid or proposal which is in conflict herewith. 3. COMPENSATION CITY agrees to pay and CONTRACTOR agrees to accept as full compensation for the faithful performance of this Agreement, subject to any additions or deductions made under the provisigns of this Agreement or the Contract Documents, a sum not to exceed N,�, ,4"*efeQ l A*4y $"`N sno+.rand S�'✓a'n �agdrr+cl Tw•4',INrer datiges •.nd Hvi�tres ($9 ry9 I. 723•55), as set forth -cc f►ve Canis in the Contract Documents, to be paid as provided in this Agreement. 4. COMMENCEMENT OF PROJECT CONTRACTOR agrees to commence the PROJECT within ten (10) working days after the Notice To Proceed is issued and diligently prosecute the PROJECT to mne 91A^ksd completion within *AA Te h IU consecutive 1 e r—k (from the day the Notice to Proceed is issued by DPW, excluding delays provided for in this Agreement. 5. TIME OF THE ESSENCE The parties hereto recognize and agree that time is of the essence in the performance of this Agreement and each and every provision of the Contract Documents. CONTRACTOR shall prepare and obtain approval as required by the Contract Documents for all shop drawings, details and samples, and do all other things necessary and incidental to the prosecution of its work in conformance with the progress schedule set forth in the Contract Documents. CONTRACTOR shall coordinate its work with the work of all agree'fomskity cons'_A-03 4 other contractors, subcontractors, and CITY forces working on the PROJECT in a manner that will facilitate the efficient completion of the PROJECT and in accordance with the terms and provisions of this Agreement. CITY shall have complete control of the premises on which the Work is to be performed and shall have the right to decide the time and order in which the various portions of the work shall be performed and the priority of the work of other contractors, subcontractors and CITY forces and, in general, all matters concerning the timely and orderly conduct of the work of CONTRACTOR on the premises. 6 CHANGES CONTRACTOR shall adhere strictly to the plans and specifications set forth in the Contract Documents unless a change therefrom is authorized in writing by DPW. CONTRACTOR agrees to make any and all changes, furnish materials and perform all work necessary within the scope of the PROJECT as DPW may require in writing. Under no condition shall CONTRACTOR make any changes without the prior written order or acceptance of DPW, and CITY shall not pay any extra charges made by CONTRACTOR that have not been agreed upon in writing by DPW. When directed to change the work, CONTRACTOR shall submit immediately to DPW a written cost proposal reflecting the effect of the change. Should DPW not agree to such cost proposal, the work shall be performed according to the changes ordered in writing by DPW and the proper cost thereof shall be negotiated by the parties upon cost and pricing data submitted by CONTRACTOR; thereupon, CITY will promptly issue an adjusted change order to CONTRACTOR and the contract price will be adjusted upward or downward accordingly. agree;fonnsiciiy consu'4-03 5 7. NOTICE TO PROCEED No work, services, material, or equipment shall be performed or furnished under this Agreement unless and until a Notice to Proceed has been given to CONTRACTOR by CITY. CITY does not warrant that the work will be available on the date the Notice to Proceed is issued. In the event of a delay in commencement of the work due to unavailability of the job site, for any reason, relief to CONTRACTOR shall be limited to a time extension equal to the delay due to such unavailability. 8. BONDS Only bonds issued by California admitted sureties will be accepted. CONTRACTOR shall, prior to its performance of this Agreement, furnish the following two (2) bonds approved by the City Attorney: One in the amount of one hundred percent (100%) of the contract price to guarantee the CONTRACTOR's faithful performance of the work, and one in the amount of one hundred percent of the contract price to guarantee payment of all claims for labor and materials furnished. In addition, CONTRACTOR shall submit to CITY a bond in the amount of one hundred percent (100%) of the final contract price, including all change orders, to warrant such performance for a period of one (1) year after CITY's acceptance thereof within ten (10) days of filing of the Notice of Completion. 9. WARRANTIES CONTRACTOR unconditionally guarantees all work done under this Agreement including, but not Iimited to, any workmanship, installation, fabrication, material or structural facilities constructed. CONTRACTOR, within ten (10) days after notice by CITY of any defect in the work, shall have the option to make appropriate repairs or replace agree.)forms city consU4-03 6 the defective item or items. Upon expiration of such ten (10) day period, CITY may then make appropriate repair or replacement at CONTRACTOR's risk and own cost and expense. 10. INDEPENDENT CONTRACTOR It is understood and agreed that CONTRACTOR is, and shall be, acting at all times hereunder as an independent contractor and not an employee of CITY. CONTRACTOR shall secure at its own cost and expense, and be responsible for any and all payment of all taxes, social security, state disability insurance compensation, unemployment compensation and other payroll deductions for CONTRACTOR and its officers, agents and employees and all business licenses, if any, in connection with the PROTECT and/or the services performed hereunder. 11. LIOUIDATED DAMAGES/DELAYS It is agreed by the parties hereto that in case the total work called for hereunder is not in all parts and requirements finished or completed within the number of calendar days as set forth herein, damage will be sustained by CITY; and that it is, and would be, impractical and extremely difficult to ascertain and determine the actual damage which CITY would sustain in the event of and by reason of such delay. It is, therefore, agreed that CONTRACTOR will pay to CITY, as liquidated damages and not as a penalty, the sum of 0 wr WQW%J 'Cej Dollars (s_yao• ) per day for each and every working day's delay in completing the work in excess of the number of working/calendar days set forth herein, which represents a reasonable endeavor by the parties hereto to estimate a fair compensation for the foreseeable damages CITY would sustain in the event of and by reason of such delay; and CONTRACTOR agrees to pay these damages herein provided, and agreefonns city cons:4-03 7 0 further agrees that CITY may deduct the amount thereof from any monies due or that may become due to CONTRACTOR hereunder. CONTRACTOR will be granted an extension of time and will not be assessed damages for any portion of the delay in the completion of the work due to unforeseeable causes beyond the control and without the fault or negligence of CONTRACTOR, including, but not limited to, acts of God or of the public enemy, fire, floods, epidemics, quarantine restrictions, strikes, unsuitable weather, or delays of subcontractors due to such causes. CONTRACTOR shall, within fifteen (15) days from the beginning of any such delay (unless DPW shall grant a further period of time), notify DPW in writing of the cause of the delay and CITY shall extend the time for completing the work if, in its judgment, the findings of fact thereon justify the delay; and the decision of DPW shall be conclusive on the parties hereto. Should CONTRACTOR be delayed in the prosecution or completion of the work by the act, neglect or default of CITY, or should CONTRACTOR be delayed by waiting for materials required by this Agreement to be furnished by CITY, or by damage caused by fire or other casualty at the job site for which CONTRACTOR is not responsible, or by the combined action of the workers, in no way caused by or resulting from default or collusion on the part of CONTRACTOR, or in the event of a lockout by CITY, then the time herein fixed for the completion of the work shall be extended by the number of days CONTRACTOR has thus been delayed, but no allowance or extension shall be made unless a claim therefor is presented in writing to CITY within fifteen (15) days of the commencement of such delay. No claims for additional compensation or damages for delays, irrespective of the cause thereof, and including without limitation the furnishing of materials by CITY or ngrcciforms?city consu'4.63 8 delays by other contractors or subcontractors, will be allowed and an extension of time for completion shall be the sole remedy of CONTRACTOR. 12. DIFFERING SITE CONDITIONS A. Notice: CONTRACTOR shall promptly, and before such conditions are disturbed, notify DPW in writing of: (1) Subsurface or latent physical conditions at the job site differing materially from those indicated in this Agreement or the Contract Documents; or (2) Unknown physical conditions at the job site, of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent to work of the character to be performed under this Agreement. DPW shall promptly investigate the conditions and if it finds that such conditions do materially so differ and cause an increase or decrease in the time required for performance of any part of the work under this Agreement, whether or not changed as a result of such conditions, an equitable adjustment shall be made and the agreement modified in writing accordingly. B. Time Extension: No claim of CONTRACTOR under this Section shall be allowed unless CONTRACTOR has given the notice required hereunder provided, however, the time prescribed therefor may be extended by CITY. ngreelformsieity consL4.03 9 • 13. VARIATIONS IN ESTIMATED QUANTITIES The quantities listed in the bid schedule will not govern final payment. Payment to CONTRACTOR will be made only for the actual quantities of contract items used in construction of the PROJECT, in accordance with the plans and specifications. Upon completion of the PROJECT, if the actual quantities used are either more than or less than the quantities listed in the bid schedule, the bid price shall prevail subject to the provisions of this Section. DPW may, at its sole discretion, when warranted by the facts and circumstances, order an equitable adjustment, upwards or downwards, in payment to CONTRACTOR where the actual quantities used in construction of the PROJECT are in variation to the quantities listed in the bid schedule. No claim by CONTRACTOR for an equitable adjustment in price or time for completion shall be allowed if asserted after final payment under this Agreement. If the quantity variation is such as to cause an increase in the time necessary for completion, DPW shall ascertain the facts and circumstances and make such adjustment for extending the completion date as in its sole judgment the findings warrant. 14. PROGRESS PAYMENTS Each month DPW will make an estimate in writing of the work performed by CONTRACTOR and the value thereof. From each progress estimate, ten percent (10%) will be deducted and retained by CITY and the remainder of the progress estimate, less the amount of all previous payments since commencement of the work, will be paid to CONTRACTOR. When CONTRACTOR has, in the judgment of DPW, faithfully executed fifty percent (50%) or more of the value of the work as determined from the bid schedule, and if DPW finds that satisfactory progress has been and is being made, CONTRACTOR may be paid such sum as will bring the payments of each month up to one hundred percent (100%) of agreelfonnslci[y consd4-03 10 • • the value of the work completed since the commencement of the PROJECT, as determined in its sole discretion by DPW, less all previous payments and less all previous retained amounts. CITY's final payment to CONTRACTOR, if unencumbered, or any part thereof unencumbered, shall be made thirty-five (35) days after the acceptance of the work and the filing of a Notice of Completion by CITY. Payments shall be made on demands drawn in the manner required by law, each payment to be accompanied by a certificate signed by DPW, affirming that the work for which payment is demanded has been performed in accordance with the terms of the Agreement and that the amount stated in the certificate is due under the terms of the Agreement. Partial payments on the contract price shall not be considered as a acceptance of any part of the work. 15, WITHHELD CONTRACT FUNDS, SUBSTITUTION OF SECURITIES At the request and at the sole cost and expense of CONTRACTOR, who shall retain beneficial ownership and receive interest, if any thereon, CITY shall permit the substitution and deposit therewith of securities equivalent to the amount of any monies withheld by CITY to ensure performance under the terms of this Agreement. 16. AFFIDAVITS OF SATISFACTION OF CLAIMS After the completion of the work contemplated by this Agreement, CONTRACTOR shall file with DPW its affidavit stating that all workers and persons employed, all firms supplying materials and all subcontractors working upon the PROJECT have been paid in full and that there are no claims outstanding against the PROJECT for either labor or material, except certain items, if any, to be set forth in CONTRACTOR's affidavit covering disputed claims, or items in connection with Notices to Withhold, which have been filed under the provisions of the statutes of the State of California. agreelforms?city constl4-03 1 l 17. WAIVER OF CLAIMS The acceptance by CONTRACTOR of the payment of the Final certificate shall constitute a waiver of all claims against CITY under or arising out of this Agreement. 18. INDEMNIFICATION, DEFENSE. HOLD HARMLESS CONTRACTOR hereby agrees to protect, defend, indemnify and hold harmless CITY, its officers, elected or appointed officials, employees, agents, and volunteers from and against any and all, claims, damages, losses, expenses,judgments, demands defense costs, and consequential damage or liability of any kind or nature, however caused, including those resulting from death or injury to CONTRACTOR's employees and damage to CONTRACTOR's property, arising directly or indirectly out of the obligations or operations herein undertaken by CONTRACTOR, caused in whole or in part by any negligent act or omission of the CONTRACTOR, any subcontractors, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, including but not limited to concurrent active or passive negligence, except where caused by the active negligence, sole negligence, or willful misconduct of the CITY. CONTRACTOR will conduct all defense at its sole cost and expense and CITY shall approve selection of CONTRACTOR's counsel. This indemnity shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by CONTRACTOR. 19. WORKERS' COMPENSATION AND EMPLOYER'S LIABILITY INSURANCE Pursuant to California Labor Code Section 1961, CONTRACTOR acknowledges awareness of Section 3700 et seq. of this Code, which requires every employer agreelfonns.'eny cnnst/4.03 12 to be insured against liability for workers' compensation; CONTRACTOR covenants that it will comply with such provisions prior to commencing performance of the work hereunder. CONTRACTOR shall obtain and furnish to City workers' compensation and employer's liability insurance in an amount of not less than the State statutory limits. CONTRACTOR shall require all subcontractors to provide such workers' compensation and employer's liability insurance for all of the subcontractors' employees. CONTRACTOR shall furnish to CITY a certificate of waiver of subrogation under the terms of the workers' compensation and employer's liability insurance and CONTRACTOR shall similarly require all subcontractors to waive subrogation. 20. INSURANCE In addition to the workers' compensation and employer's liability insurance and CONTRACTOR's covenant to defend, hold harmless and indemnify CITY, CONTRACTOR shall obtain and furnish to CITY, a policy of general public liability insurance, including motor vehicle coverage covering the PROJECT. This policy shall indemnify CONTRACTOR, its officers, employees and agents while acting within the scope of their duties, against any and all claims arising out or in connection with the PROJECT, and shall provide coverage in not less than the following amount: combined single limit bodily injury and property damage, including products/completed operations liability and blanket contractual liability, of One Million Dollars ($1,000,000) per occurrence. If coverage is provided under a form which includes a designated general aggregate limit, the aggregate limit must be no less than One Million Dollars ($1,000,000) for this PROJECT. This policy shall name CITY, its officers, elected or appointed officials, employees, agents, and volunteers as Additional Insureds, and shall specifically provide that any other insurance agrcc.Tonns city const4-03 13 coverage which may be applicable to the PROJECT shall be deemed excess coverage and that CONTRACTOR's insurance shall be primary. Under no circumstances shall said above-mentioned insurance contain a self-insured retention, or a "deductible" or any other similar form of limitation on the required coverage. 21. CERTIFICATES OF INSURANCE; ADDITIONAL INSURED ENDORSEMENTS Prior to commencing performance of the work hereunder, CONTRACTOR shall furnish to CITY certificates of insurance subject to approval of the City Attorney evidencing the foregoing insurance coverages as required by this Agreement; the certificates shall: 1. provide the name and policy number of each carrier and policy; 2. state that the policy is currently in force; and 3. promise to provide that such policies will not be canceled or modified without thirty (30) days' prior written notice of CITY. CONTRACTOR shall maintain the foregoing insurance coverages in force until the work under this Agreement is fully completed and accepted by CITY. The requirement for carrying the foregoing insurance coverages shall not derogate from the CONTRACTOR's defense, hold harmless and indemnification obligations as set forth under this Agreement. CITY or its representative shall at all times have the right to demand the original or a copy of all the policies of insurance. CONTRACTOR shall pay, in a prompt and timely manner, the premiums on all insurance hereinabove required. CONTRACTOR shall provide a separate copy of the additional insured endorsement to each of CONTRACTOR's insurance policies, naming CITY, its officers, agree:'forms city cansLA-o; 14 0 0 elected and appointed officials, employees, agents and volunteers as Additional Insureds, to the City Attorney for approval prior to any payment hereunder. 22. 'NOTICE OF THIRD PARTY CLAIM Pursuant to Public Contracts Code §9202, CITY shall provide notice to CONTRACTOR of receipt of any claim filed with CITY or a court of competent jurisdiction which arises out of performance of this agreement within ten (10) days of receipt of such claim or claims. 23. DEFAULT AND TERMINATION If CONTRACTOR fails or refuses to prosecute the work hereunder with diligence, or fails to complete the work within the time specified, or is adjudged bankrupt or makes an assignment for the benefit of creditors or becomes insolvent, or violates any provision of this Agreement or the Contract Documents, CITY may give CONTRACTOR notice in writing of its intention to terminate this Agreement. Unless the violation is cured within ten (10) days after such Notice of Intention has been served on CONTRACTOR, CITY may, without prejudice to any other remedy it may have, terminate this Agreement upon the expiration of that time. Upon such default by CONTRACTOR, CITY may elect not to terminate this Agreement; in such event CITY may make good the deficiency in which the default consists and deduct the resulting costs from the progress payments then or to become due to CONTRACTOR. If it is subsequently determined by a court of competent jurisdiction that CITY's termination of this Agreement under this Section was wrongful, such termination shall be converted to a termination for convenience under Section 23 and any damages shall be assessed as set forth in Section 23, agree.1formsecil4 cons4-03 15 24. TERJ!iINATION FOR CONVENIENCE CITY may terminate this Agreement for convenience at any time with or without cause, and whether or not PROJECT is fully complete upon seven (7) calendar days written notice to CONTRACTOR. In the event of termination, under this Section CITY shall pay CONTRACTOR for value of work in place on the PROJECT through the termination period plus seven and one-half percent (7 '/2 %) for overhead and profit less all such payments already made. Such payment by CITY shall be CONTRACTOR's sole and exclusive remedy for termination by CITY for its convenience and CITY shall have not further obligation to CONTRACTOR. 25. DISPOSITION OF PLANS, ESTIMATES AND OTHER DOCUMENTS CONTRACTOR agrees that upon completion of the work to be performed hereunder, or upon expiration or earlier termination of this Agreement, all original plans, specifications, drawings, reports, calculations, maps and other documents pertaining to this Agreement shall be delivered to CITY and become its sole property at no further cost. 26. NONASSIGNABILITY CONTRACTOR shall not sell, assign, transfer, convey or encumber this Agreement, or any part hereof, or any right or duty created herein, without the prior written consent of CITY and the surety. 27, CITY EMPLOYEES AND OFFICIALS CONTRACTOR shall employ no CITY official nor any regular CITY employee in the work performed pursuant to this Agreement. No officer or employee of CITY shall have any financial interest in this Agreement in violation of the California Government Code. ugree.!iorms!ciry consd4-03 16 28. STOP NOTICES; RECOVERY OF ADMINISTRATIVE COSTS CITY shall be entitled to all reasonable administrative costs and necessary disbursements arising out of the processing of Stop Notices, Notices to Withhold, or any similar legal document. This obligation shall be provided for in the labor and materials payment bond required of CONTRACTOR. CITY may charge an administrative fee of One Hundred Dollars ($100) for every Stop Notice filed in excess of two (2), regardless of whether or not CITY is named in an action to enforce such stop notices. CITY may set off any unreimbursed cost or expense so incurred against any sum or sums owed by CITY to CONTRACTOR under this Agreement. 29. NOTICES Any notices, certificates, or other communications hereunder shall be given either by personal delivery to CONTRACTOR's agent (as designated in Section I hereinabove) or to CITY as the situation shall warrant, or by enclosing the same in a sealed envelope, postage prepaid, and depositing the same in the United States Postal Service, to the addresses specified below; provided that CITY and CONTRACTOR may designate different addresses to which subsequent notices, certificates or other communications will be sent by notifying the other party via personal delivery, reputable overnight carrier or U. S. certified mail-return receipt requested: TO CITY: TO CONTRACTOR: City of Huntington Beach o 41 l,V1-j ATTN: Dawi �L ye<No ne. 2000 Main Street Huntington Beach, CA 92648 t3C— C �j2 agreelformskity consv4-03 17 30. SECTION HEADINGS The titles, captions, section, paragraph and subject headings, and descriptive phrases at the beginning of the various sections in this Agreement are merely descriptive and are included solely for convenience of reference only and are not representative of maters included or excluded from such provisions, and do not interpret, define, limit or describe, or construe the intent of the parties or affect the construction or interpretation of any provision of this Agreement. 31. IMMIGRATION CONTRACTOR shall be responsible for full compliance with the immigration and naturalization laws of the United States and shall, in particular, comply with the provisions of Baited States Cade Section 1324a regarding employment verification. 32. LEGAL SERVICES SUBCONTRACTING PROHIBITED CONTRACTOR and CITY agree that CITY is not liable for payment of any subcontractor work involving legal services, and that such legal services are expressly outside the scope of services contemplated hereunder. CONTRACTOR understands that pursuant to Huntington Beach City Charter Section 309, the City Attorney is the exclusive legal counsel for CITY; and CITY shall not be liable for payment of any legal services expenses incurred by CONTRACTOR. 33. ATTORNEY'S FEES In the event suit is brought by either party to construe, interpret and/or enforce the terms and/or provisions of this Agreement or to secure the performance hereof, each party agreeiforms.?city corsti4-03 18 shall bear its own attorney's fees, such that the prevailing party shall not be entitled to recover its attorney's fees from the non-prevailing party. 34. MITERPRETATION OF THIS AGREEMENT The language of all parts of this Agreement shall in all cases be construed as a whole, according to its fair meaning, and not strictly for or against any of the parties. If any provision of this Agreement is held by an arbitrator or court of competent jurisdiction to be unenforceable, void, illegal or invalid, such holding shall not invalidate or affect the remaining covenants and provisions of this Agreement. No covenant or provision shall be deemed dependent upon any other unless so expressly provided here. As used in this Agreement, the masculine or neuter gender and singular or plural number shall be deemed to include the other whenever the context so indicates or requires. Nothing contained herein shall be construed so as to require the commission of any act contrary to law, and wherever there is any conflict between any provision contained herein and any present or future statute, law, ordinance or regulation contrary to which the parties have no right to contract, then the latter shall prevail, and the provision of this Agreement which is hereby affected shall be curtailed and limited only to the extent necessary to bring it within the requirements of the law. 35. GOVERNING LAW This Agreement shall be governed and construed in accordance with the laws of the State of California. 36. DUPLICATE ORIGINAL The original of this Agreement and one or more copies hereto have been prepared and signed in counterparts as duplicate originals, each of which so executed shall, agreelonm city consul-03 19 irrespective of the date of its execution and delivery, be deemed an original. Each duplicate original shall be deemed an original instrument as against any party who has signed it. 37. CONSENT Where CITY's consent/approval is required under this Agreement, its consent/approval for one transaction or event shall not be deemed to be consent/approval to any subsequent occurrence of the same or any other transaction or event. 38. SURVIVAL Terms and conditions of this Agreement, which by their sense and context survive the expiration or termination of this Agreement shall so survive. 39. MODIFICATION No waiver or modification of any language in this Agreement shall be valid unless in writing and duly executed by both parties. 40. ENTIRETY The parties acknowledge and agree that they are entering into this Agreement freely and voluntarily following extensive arm's length negotiation, and that each has had the opportunity to consult with legal counsel prior to executing this Agreement. The parties also acknowledge and agree that no representations, inducements, promises, agreements or warranties, oral or otherwise, have been made by that party or anyone acting on that party's behalf, which are not embodied in this Agreement, and that that party has not executed this Agreement in reliance on any representation, inducement, promise, agreement, warranty, fact or circumstance not expressly set forth in this Agreement. This Agreement, and the attached Exhibit "A", contain the entire agreement between the parties respecting the subject matter agrm'fonns ci:q conso'4-03 20 of this Agreement, and supersede all prior understandings and agreements whether oral or in writing between the parties respecting the subject matter hereof. IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by and through their authorized offices the day, month and year first above written. CONTRACTOR CITY OF HU TINGTON BEACH, a municipal corporation of the State of California ��i✓CoN �G�/�[Dcj[�5 .�✓� Mayor By: ATTEST: print name ITS: (circle one)Chairman:f�resid�entce President Crty C erk AND APPROVED AS TO FORM: t o3,..fi wary % - pri , ITS: (circle one(Serretar;: hief Financial Officer'Asst. O City�Att$mey � ,f�G�U Secretary-Treasure ITIATE AND AP VED: REVIEWED AND APPROVED: W / Director of Public Works /&&m on City Administrator agrme-formsicity const-4-03 21 SECTION C PROPOSAL for the 03-04 SEWER REHABILITATION PROJECT CASH CONTRACT No. 1231 in the CITY OF HUNTINGTO\ BEACH TO THE HONORABLE I'MAYOR AND MEMBERS OF THE COUNCIL OF HU\'TINGTON BENCH: 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 follmving prices. The undersigned agrees to complete the work within 110 working days, including material delivery, starting from the date of the�lotice. to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall Govern over figures. C-1 IROJECT BID SCHEDULE Item Estimated .77.::Item-with-unit,price: 77 Extended::.: ::Unit Price '-Am'a'dfit N6: Q�ihtity -:J:::;�::�::wr en.in*6edi; Mobilization of equipment&materials. lump slim N FOUR THO LL4%I'D FIVE HELilDRED_Dot]ars S4,500.00 S4,500.00 NO Cents Per lump sum 2 1 Traffic Control per Specs, lump sum, FIVE THOUSikND FIVE HUNDRED Dollars $5.500.00 S5.5500 00 PVIO Cents Per lump sum 3 1 Demobilization of equipment&materials. lump sum @ FOUR THGOAMD FIVE HUVDRED_Dollars S4,500.00 S4,500.00 ATO Cents Per lump sum 4 30763 Clean and inspect 8" pipe per Specs. 1.:`. ---a NO Dollars S t9, CJ S /,S 3? Cents Per Lf. 5 180 Clean and inspect 10"pipe(siphon)per Specs. 11 @ Dollars S /90 NO Cents Per Lf. 6 31 Clean and inspect 12"pipe per Specs. 11 Ca. OVF— Dollars S 31 — Cents Per It 7 30763 Line and inspect 8"pipe per Specs. 315 7V6W-,-,' 77V-)Z,!5-4 —Dollars S S 14— `--fV6 Cents Per Lf 8 180 Linc and inspect 10"pip:(siphon;per Specs. 11 @ Dollars s .2-7 J S4360 NO Cents Per If 9 31 Line and inspect 12"pipe per Specs. 11 f 0 L30 s4 030— IV-F A-7Y Dollars s /No Cents Per 11 10 817 Re-open service lateral per Specs. lac DO Dollars s s 20 '125 @ 22�-c2T- I IP-.r each Iva Cents J- 1, 9ROJECT BID SCHEDULE item :::Estim...a..t.e.. ' ..... 1.:t..:e.R... .with-unit .r. i'.c..e.. : ' , ; Ex tende&.-:: . .. No. -:Quantity . ::writ en in 4ord Unit-PeiC6 "AnduftC 11 40 Grind protruding lateral per Specs. ad each "1,4—/Y Dollars S S U S.2 0,5g;l 20 A/0 Cents Per each 12 1320 Rehabilitation of sewer manhole per Specs. eo- of v.f. O.K� A1wNZWt---D Dollars s 42 S Poe.? Iva Cents Per v.f. 13 500 APC placement as required per Specs. ZVI- sq.vd. kllr zy Dollars s S I NU Cents Per sq.yd. 14 10 Remove and replace frame and corer per Specs. each @ ,C-/ Dollars S ,600 S g e7C?O 7 /Vo Cents Per each NOT USED (2 Dollars S S Cents Per Total Amount Bid in Ficures: S GI 7 7;2 3 Total Amount Bid in WordS: .............. I..................................................................................................6 .....5/-v4v..... C-21; If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY's notice of award of contract to the BIDDER. the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY's option, be considered null and void. 6IN Accompanying this proposal of bid, find B►�,�EoLs (5 in the amount of o° A—oa ODvhich said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond", as the case may be). Bidder shall signify receipt of all Addenda here, if any: Addenda A"o. . Dwe Receh-ed Bidder's Signature I C-a 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 A'anre and Address of Subcontractor State License Class of dForlc Aurnber 7 i By submission of this proposal, the Bidder certifies: 1. That they are able to and will perform the balance of all work, which is not covered in the above subcontractors listine. 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. C-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of Orange -_ oil , being first duly sworn, deposes and says that he or she is 54c n of 1504".>4 4LZhe party making the foregoing bid that the bid is not made in the interest of, or on the behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or share 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 anv 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. 5' 4.+cat1 'r-s-KNoL_OC_%- Name of Bidder ComnMaion 0 14254M orb.COU* MVCornm.EVkwJWA=4 Signature of Bidder �I ri FL IS r� l�fS, Gp 5 Z(-"L Address of Bidder Subscribed and sworn to before me this rr-� day of r-P-A,(.,L , 200�. EomyCWKNOon/14MM ry hm-CaNOWMla OWWC l COW. 30,Z00 NOTARY PUBLIC NOTARY SEAL C-4 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COtiNCIL CITY OF HUNTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the 03-04 SEWER REHABILITATION PROJECT; CC-1231, (1)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows: "Qualified Person: A person who, by reason of experiesice or instr-arctiorr, 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 CALIOS14A requirements. The undersigned Durther promises and agrees that the provisions herein shall be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein. Contractor By 3o_.L3�L�o��c�s...�czTu S'Se.res.'tA�tt Title Date: 3 Zci 04 C-5 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty of perjury, the following questionnaire. QliESTIO`NAIRE 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 othemvise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? ` 0 Yes e O If the answer is yes, explain the circumstances in the space provided. Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code, each contractor to whom a public works contract has been awarded shall sign the following certificate. 1 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 wiIl comply with such provisions before commencing the performance of the work of this contract. 4A4Cor1 T4 �.lor.ac�.;�1 A NC Contractor By 170C; C,. M1 SSC ELT Title Date: 3 I L5 ( 0" C-7 UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by th, awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 42164217 of the Government Code requires a Digs Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig alert Identification Number, call Underground Service Alert at 1-800-422-4133 a minimum of two workirig days before scheduled excavation. Dig Alert Identification \'umber: Contractor By Title Date: Note: This form is required for every Dig Alert Identification 4"umber issued by U.S.A. during the course of the bl'ork. .additional forms may be obtained fi-om the AGENCY IIPO17 request. C-S BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Bidder Name SSG.} , C-N�,a� a Business Address F'NJ,rM.,j"m.4 ""-'vL C rt City, State Zip ( -*y-f ) goz. - airs Telephone Number -4*4 -Aoss State Contractor's License 'No. and Class _ I ) Z.0?-OQ(G , Original Date Issued ^ Expiration Date The work site was inspected by 6 ii-,,z C44„a,*.c gg4of our office on 3 f 'zH , 2004- The following are persons, firms, and corporations having a principal interest in this proposal: bvs Y� �_�i �wo5 wwcT Ham_ SS C- R L --_ — The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or othenvise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. SA,4"04 i .i ivC Company Name Signature of Bidder &9 fl -'L.1&J14G&,JQ AT FL Printed or Typed Signature Subscribed and sworn to before me this day of �"���-�'� , 200 y K FMA Rol 0 NMI C.onl oom#1428435 NOW pid)k•COMOMIG OW06Counh MY Comm.ftka JW 30.2007 NOTARY PUBLIC � NOTARY SEAL Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past two years: I• C ,E4 or- agnNA _rAa.16 tea ibo+c Sorsei I3vS�A ��1�. LA_ -10(,ZZ Name and Address of Public Agency Dame and Telephone No. of Project Manager: Ngj& C2tA A 7-Vt,j 1 (7 IH) s(Oz-3 3Z3TOU -- -- :1%P-L L-+Nt/Vb - 2 /oa Contract Amount Type of Work Date Completed Name and Address of Public Agency Name and Telephone No. of Project Manager: bag IE J-tr L.4 c L-Isti) 3c1 oOo — t��P� L��rat� C-�I a�- - Contract—amount Type of Work Date Completed k.�q .St 3. C,r., oi; Cos , f'5L-L% d== -DPUJ ` -301 !ems /GELS,G.a gaois� Name and Address of Public Agency Name and Telephone No. of Project Manager: 11&5 n! 3 7. p'.7 -#Jz l d0 000 3 Contract Amount Type of Work Date Completed C-10 • • The following information must be returned with the bid Bidder's name: �A�C,ors_ 1�c.K,1ts...QC�+ 5,5 � T-•[_ Bidder's address: 6. C A 6,ZQ,y 9 Phone number: qoz.-- 01t5 Fax number: (�jy) tioz- oIz.ti Pipeline rehabilitation process (trade name) bid: An- t- ,4 Ems_ (Choose only one per Section B- "Instructions to Bidders" #12) Manhole rehabilitation process (trade name) bid: SAN4.0, 1 too Attach a letter to this sheet from the manufacturer stating that: 1. The installer (bidder) listed above is factory licensed and trained. 2. SDR thickness supplied (minimum thickness SDR 35) 3. Have the ability and will supply the necessary amount of material within the construction time frame. List of three certified laboratories that can perform the required ASTM testing. Laboratory number 1: Name: F ,?I -- Address: 141 10 q Of[A-IaE /avf_ f nn�MOJ•� .��A �o�Z3 Telephone number: (.50 71 Contact person: Laboratory number 2: Name: _ OC,— LA R6 S Address: GiZ$d.f Telephone dumber: Contact person: 13tLJ Gc S'A.� i.Z Laboratory number 3: Name: Address: 9S 4 oo -FExA Cc7 Si a n.. jn1'; C.4 9b�23 Telephone number: (-TWO •52,i - —+,I I Contact person: C-11 't�ur'4 American pipe & plastics -BoX 577. 3irc;�-,a-rrtor. New 139C2 P�o,.e 607 -434C, �11C. F"X 607 7 7 5-27`J"7 r January 17, 2002 Iv . 'Nick DiBerledetto, Presider_t Sancorl Technologies, L.c. 5881 Eneiner Drive Huntington Beach, CA. 92649 Dear ZIr. DiBenedetto: This is to eer:i v that Sancon Techno!ogles, Lrc. ;s a licensed a~.d expo-fenced 1=aller o f the AM-LlitiERK folded a-id formed PVC pipe rehab lita-tion system for the Sour.ern California area. Should any of your clients need further information or have any questions regarding this matter,please feel free to have them contact us. Sincerely, AA�SERTCA7N-P-R2F,,&:PLASTICS, INC. /President S cc: Sancon Engineering, Inc.. the • • Data Sheet - �a `i�:�j��aiO'� �� � �[� "`. � �'�_�.• � [�- ran"; { �`a 91 PATENTED the trenchless, manhole-to-manhole sewer pipeline rehabilitation system O AM-Liner It is manufactured from a polyvinyl chloride compound specially formulated for pipeline rehabilitation. i7 AM-Liner II is resistant to all normal sewer effluents due to the superior chemical and flame resistant properties of polyvinyl -� chloride. El AM-Liner II is manufactured to SDR 32.5 and SDR 26 to line sewer pipe from 6-inch to 12-inch diameter. 71 AM-Liner II conforms to ASTM Standards F-1867 and F-1871. Coefficient of Linear Thermal Expansion*.....ASTM-D696 4.17 x 10-5 in./in./'F After installation AM-Linerll forms Tensile Strength.............................................................ASTM-D638 3600 PSI Min. a tight molded fit against the walls Tensile Modulus............................................................ASTM-D638 155,000 PSI Min. of the existing pipeline. Tensile Elongation........................................................ASTM-D638 150% Min. Flexural Strength...........................................................ASTM-D790 4100 PSI Min. Flexural Modulus...........................................................ASTM-D790 155.000 PSI Min. Specific Gravity..............................................................ASTM-D792 1.28 IZOD impact.....................................................................ASTM-D256 1.2 ft. lbs.lin Min. Brittleness Point.............................................................ASTM-D746 32.9 °F 'Tested us;ng a compression.moided sample. AM-Liner II is manufactured by American Pipe & Plastics, Inc. P.O. Box 577, Binghamton, NY 13902 Men�aER PH: 607-775-4340 FX:607-775-2707 r` Web Site: www.tier.nettampipe $ E-Mail: amliner@servtech.com 3V CITY or LOA ANOILES LAS. Nc. ....................... DEPARTMENT. OF ULNERAL SERYNCES B-30-94 NECK . ..... ........ RIP-T-0 2-21-95 VQ"14 k-4or ......1-.... .. LOA A-PORL13, CA. W63. Or, R01ort Hovii MAUS City EnginQar ............ .............. ............ ........... CC: Mr. Clark W. Rob-ns Mr. Hugh Lee Mr, Walter Shiogi Pay; Ch4miga2 BleiXten, Teot g: At the requost of the aureau cf Engineerinq, Structural Enginewring Division , chenical resiStanCe tests ware conducted cz a sample of "AM" Liner System. The test specimens were prepared an! submitt*d by the ranufacwrerls representative, Mr . Dave Badgley . ' Project Tit 2e : "AIMAL-inar Sy Stan* proJect No . ; B001084 : AM-LinorJf American Pipe & Plastics EngirQmrs : Hugh Lee / WaitaT Sh!Qq-1 T'ne sanples wers ties' e for weigin change and strength aftar exposure to chemical solutions in accczdance with the Standard Specifications for Nblic Warks Construction 1994 Editicn, section 2 !0-2 . 1 - 3 . Pipe stiffneSs, pips deflection , imyacn , extrusion quality and as covtQnt were also dater fined . Test results sheet are attachei. -S] PAPUN X. HOVASAPZA24t/ Dirtctor General Services/standards a W WTI ExT I IN V. Lab NO 5 0 i"R;a L ar stem �r��ecl Tile: -AFA' Liner SY5191-1 Prajx: h'o: a�ao'C8y Ec icger: dug" LF? ! MIN,' 51i's091 A',f,-Liner i knor;ca^ Davy �aca;Ay Daly '" + :�Sr�V'C Sec'iOrl :1 J-2.3.31 i 9ir� :_ra.•r: �iid �`J:. !�k--I':er rl�oy : a.sriai, Ce:l C.�s c Y y:ir ;r.X J' �Or� ,n�5 P,5, Mgr K�''7•� —_ •" _ _ +. 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Davis 2aC^yi9y DR aa130/4 Oefry r.s�- and ,'P'efcr7rad PY.", ripe, Cell C !P_SS 1 G+ 1�-•v 'rr _ ram:'. =�y�.� .�—+•:c-':L; - .',i:'i' +!E.�"-;:� ':" _ _ _ .•�?u�... (-•.1-^rh•$,•:._ Hwy RAIL' ROFE'lTIZ-5..- i'- r _ I�"(�,1�\rW e _ � r!Z�y�.•'s�T � i �, ..�6Y Vr, �} � S� �I � Y �• J If !i'A'erage Outside Dian s"9f, j,; ' - -- 174 75A - R ' 2 l VMS;It 50 OSBUCHM Aso iA5-,W fCZ472 I �� Age "i$^TMSrrkg at + i f7 '00 i =us I tia v!2'�k4il� �i Piss ?f 4relT VY�V� ` I No g _ I•I I-:.:SCAM N7:: r ri1�!H�ir'�ufT7 ,f,:drt A.3•h 2.1 I VC:, l rD AS C !Ct 3%vs N_-c.3 ASS ;.Cr.t?1t 7 8s, p,,ovlces a ,soan e C::n.ss.ency ;t t`3 fi';aWrA., I. .dl.2S nvany w3"J --8 a.iSlr'Ir Me ...."'r+v$l.i'vi. of i NA7� __ PATENTED is a strong, structural PVC pipe lining system which allows for repair of broken and leaking underground sewer lines without costly and time consuming excavation. _ .,� ��rb=a t x;-r�. e� r4v fi - - -n �,s,., .g,,:t. _ ,r• � � — �-1ray. yn��_-t � � - ���"n-syc� him•`���'"��Yc ;-s} __d- - r t - a 3 - _ Y �'' ,rs� --- k .ram-sm-. .f x� --. ti ,�` _ -=—..� - i E• u ,Y '%,r- - a�''-'+. ' 'a"T`'`.-,E <- ='-z- - _ -�y - -rs-: � _ ®` E Once installed AM-UNIER1I is ' - = - continuous from manhole to �..- --., __..._._. ._ .. PATENTED manhole, eliminating leaking joints, ® is manufactured from a polyvinyl root intrusion, and further damage to chloride compound specially formu- the existing host pipe by corrosive lated for pipeline rehabilitation. sewer gases and chemicals. ® is resistant to all normal sewer effluents. ADVANTAGES ® is manufactured to SDR 32.5 and SDR 26 to line sever pipe from 6 inch ® trenchless technology to 12 inch diameter. ® low cost • conforms to ASTM standards F-1867 ® fast installation and F-1 871 . ® consistent high quality 0 structural 0 ® resistant to aces, chemicals. and corrosion Women'%Business 0 environmentally friendly Enterprise For more information and the ® qualified licensed installers name of a licensed installer in ►-our area contact: american pipe & plastics, Inc. P.O. Box 577 Binghamton, N.Y. 13902 phone 607-775-4340 fax 607-775-2707 www.amilner.com 1z 03/30/2004 09: 36 607775551 APPI ZURN PAGE 02 amencan pipe & plastics PO. Box 577, Binghamton, New York 13902 Phone 607 775-4340 Inc. Web $Re www.amplpe.com Fax 607 775-2707 March 3o, 2004 Mr. Bob Hollingsworth Sancon Technologies, Inc. 5891 Engineer Drive Huntington Beach, CA 92649 Dear Bob: SUBJECT: 03-04 Sewer RehabRitatiou project,CC No. 1231 City of Huntington Beach This is to confirm that American Pipe dt Plastics, Inc., as manufacturer ofAM-IXNMI' PVC sewer pipe lining system, has the ability and will r-upply Sancon Technologies with the necessary quantity of AM-LINER"to allow Sancon Technologies to complete the above- referenced pipe lining project within the specified 110 working days. Please call if you have any questions. S' ely, Bobbi Zurti President sent by fax lie AM-LINER PIPE THICKNESS CALCULAINS FOR 03-04 SEWER REHABILITATION PROJECT CITY OF HUNTINGTON BEACH Thickness Calcul:atior S_fort-Inch AM-Liner -PVC Pipe Liner , AM-Liner" Dimensions Liner Diameter (in.) I 8 in Liner Thickness (in.) 0.246 in Liner SDR 32.5 I AM-Lineril Physical Properties Initial Tensile Stress (psi) 3600 psi Initial Flexural Strength (psi) 4100 psi Initial Flexural Modulus of Elasticity (psi) 1 155,000,psi Long-Term Modulus of Elasticity (psi) 77,500 psi : Existing Host Pipe Characteristics Existing_pipe fully deteriorated Ovality (%} 2 % i Soil Characteristics Type of Soil clay w = Soil density_(pcf) 120.pcf Es = Soil modulus (psi) j 1000 psi Safety Factor (N) 2.0 H = Max soil height over pipe (ft) I , 10 ft Hw = Assumed height of water above pipe ft 71ft �qa@o��N�QETIp 6i o �O J � Co-vy V V �.V Sancon Technologies, Inc. 7 Nick Dii8 o, P.E. AM-LINERIMPE THICKNESS CALCULAANS FOR 03-04 SEWER REHABILITATION PROJECT CITY OF HUNTINGTON BEACH Thickness Calculat.ions:for.:8-lnch.AM-Linerll PVC Pipe- :Liner; .:; 1..Deter'mine;tl e.loadin ' .oIn he i 'e usm the modified Marston Formula:and;tiie Boussinesg l=ormula , : Base Equation: Total Load (Mot} = We + WI 1 where: Dead Load (WO = Cd * w * Bc * Bd (Marston Formula) Cd = loading coeficient Cd = 1 - eA(-2 * ku' * HIBd) 2 * ku' e = 2.718 H = Height of soil above pipe H = 10 jft ku' = .130 ku' = 0.13 w = soil density (psf) w = 120 pcf Bc = diameter of pipe (in) Bc = 8 in Bd = trench width (ft) Bd = 2.67 ft Cd = 2.40 Dead Load (Wc) We = 510.99 Ibsl ft. Live Loads (H20 Highway) Live load (WI) = Cl * P * (1 +1f) Cl = Live load coeficient (1 ft) CI = 0.004 P = wheel load (lb) I P =1 16000 lb If = impact factor If = 0.00 Impact factor = .766 - .133 " H WI = 64 Ibsl ft. ( 0 <=lf<=.5) i Therefore: Total Load Mot = We + WI) Wtot = 574.99 Ibsl ft. �;FESsIoN "11,r K pI" (f'2 r� ? 7r:1T3 rxp 9 o Sancon Technologies, Inc. Nam# ia ne , P.E. •_ r,nL�F AM-LINERII PIPE THICKNESS CALCULATIONS FOR 03-04 SEWER REHABILITATION PROJECT CITY OF HUNTINGTON BEACH Thickness Calculations for 8-Inch AM-Linerll PVC Pipe Liner 2. Determine External Pressure on Pipe Base equation: I I qa (psi) = Yw * Hw + (Rw + Wc)/D + WIID Where: We = vertical soil load = (Ys_* H * D) 1 144 Modified equation qa (psi) = Yw * Hw * 12in.lft. + (Rw * Ys * H) /144 + WI I (D * 12in.lft.) where: i Yw = Specific weight of water (lb/in "3) _ Yw_= _ .0361 'lblin"3 Hw = Height of water above pipe (ft.) Hw = 7.00_ ft Rw = Water Buoyancy Factor = 1-.33(Hw/H) Rw = _ 0_77� 1 Ys =_Soil Density (lb/ _ 3) Ys = _ 120__ pcf _ H = Height of soil above pipe (ft) H = _ 10 !ft WI =-Live load (lb/ft) Wi = 64 Ilb/ft D = Pipe Diameter (in.) i D = 8 in Therefore: External Pressure on the pipe (qa) qa 10.11 si ,.. Y�'4CR!CN'py491 71 rM EXP 3/31/06 0 n Q E Sancon Technologies, Inc. ick e e AM-LINERII PIPE THICKNESS CALCULATINS FOR 03-04 SEWER REHABILITATION PROJECT CITY OF HUNTINGTON BEACH Thickness Calculations for 8-Inch AM-Linerll PVC Pipe Linert 3. Thickness Required for Buckling Pressure i Base Equation i qa + C/N * (32*Rw*B'*Es*EIIDA3)^.5 i Modify the Base Equation by adding the following substitution: E! = Pipe Wall Stiffness Factor = El * (t"3)112 Modified Equation: t = 0.721 * D ` {(N * q�/C ^21(EI * Rw * B' * Es))^.333 where: I = Moment of Inertia (in"41in) = t^3112 t = minimum liner thickness (in) D = Pipe diameter (in) D = 8 in N = Safety Factor N = 2 qa = external presure on pipe (psi) qa = 10.11 psi Ovality of Pipe {%) 2 % C = Ovality Factor = ((1 - % ovality1100)1(1 + % ovality1100)}^3 j C = 0.84 El = Longterm modulus of elasticty (psi) El = 77,500 psi Rw = Water Buoyance factor Rw = 0.96 B' = coefficient of elastic support = 110 + 4* e^(_0.065 * H)) B' = 0.32 Es = Modulus of soil reaction (psi Es = 1,000 psi H = Height of Soil above pipe (ft) H = 10 ft i Minimum thickness required for 8" AM-LINER" is[!t 0.167 in. Minimum specified thickness for 8" AM-LINER Ills t = 0.225 in. Therefore: Use Standard SDR 32.5 AM-LINER" with thickness of t = 0.246 in. �SS10441 Q �R4LIIp/ � f v ti 4�� 9 y yC �5 %1 2 40� Sancon Technologies, Inc. pfBe e . . . } lie AM-LINER PIPE THICKNESS CALCULATINS FOR 03-04 SEWER REHABILITATION PROJECT CITY OF HUNTINGTON BEACH Thickness Calclulatidns for 10 Inch AM Liner P_ VC Pi a Liner AM-Liner" Dimensions � Liner Diameter (in.) 10 in Liner Thickness {in.) 0.308 in Liner SDR 32.5 AM-Liner" Physical Properties Initial Tensile Stress (psi) 3600 1 psi Initial Flexural Strength (psi) 4100.psi Initial Flexural Modulus of Elasticity (psi) 155,000 psi Long-Term Modulus of Elasticity (psi) 77,500 psi Existing Host Pipe Characteristics j Existing pipe fully deteriorated I j Ovality (%) m ' 2 % Soil Characteristics Type of Soil clay w = Soil density (pcf) j j 120 pcf Es = Soil modulus {psi) 1000 psi Safety Factor {N) 2.0 H = Max soil height over pipe (ft) 10 ft Hw = Assumed heig ht of water above pi pe ft 7 ft 4ti �RICJ(��4��EC t - 26173 - EXP 3/31/06 c Y;• Sancon Technologies, Inc. N ck ❑iB'6 o, P.E. AM-LINERWIPE THICKNESS CALCULAQONS FOR 03-04 SEWER REHABILITATION PROJECT CITY OF HUNTINGTON BEACH Thicknes's Calculations for:10 'I.nch;AM L'inerllP1/C'Pipe Liner, i -;. It ' 1.:De#ermine:the loadma on the pEpe usi'na the modified'Marston'Form ula.and.tlie . `Boussiihesq Formula Base Equation: Total Load (Mot) = We + WI where: I i Dead Load (Wc) = Cd * w * Bc * Bd (Marston Formula) Cd = loading coeficient Cd = 1 - e^(-2 * ku' * HIBd) 2 * ku' a 2.718 H = Height of soil above pipe H = 10 ft ku' = .130 ku' = 0.13 w = soil density (psf) w = 120 _pcf Bc = diameter of pipe (in) Bc =, 10 in Bd = trench width (ft) Bd = 2.83 ft Cd = 2.31 Dead Load (Wc) j We = 654.40 Abs/ ft. Live Loads (H20 Highway) Live load (WI) = CI * P * (1 +1f) i Cl = Live load coeficient (1 ft) CI = 0.004 P = wheel load (lb) P = 16000 lb If = impact factor If = 0.00 Impact factor = .766 - .133 * H WI =i 64 Ibsl ft. ( 0 <=If<=.5) Therefore: Total Load Mot = We + WI Wtot = 718.40 Rid 3 26173 n " CMIL Sancon Technologies, Inc. Nick E. AM-LINERII PIPE THICKNESS CALCULATIONS FOR 03-04 SEWER REHABILITATION PROJECT CITY OF HUNTINGTON BEACH Thickness Calculations for 10-Inch AM-Linerll PVC Pipe Liner 2. Determine External Pressure on Pipe Base equation: ga (psi) = Yw * Hw + (Rw * Wc)/D + WIID Where: We = vertical soil load =_(Ys *_H * D) 1 144 Modified e_guation qa (psi) = Yw * Hw * 12in.lft. + (Rw * Ys H) 1144 + lWI_I (D * 112in./ft.)_ where: i Yw = Specific weight of water (lb/in A3) Yw = .0361 Iblin^3 Hw = Height of water above pipe (ft.) _ _ Hw = _ _ 7.00 _ ft Rw = Water Buoyancy Factor = 1-.33(Hw/H) - Rw =I _ 0.77 Ys = Soil Density (lbfft"3) Ys = 120 jpcf H = Height of soil above pipe (ft) _ H = _10 _ ft WI = Live load (lb/ft) WI =' 64 'lb/ft - I -- - --- - -- D =_Pipe Diameter (in.) - ! D = 10 in Therefore: External Pressure on the pipe (qa) I qa 9.97 Qs1 4 `n Fy�o cy Sancon Technologies, Inc. Ni iB ' E. '• AM-LINERIrPIPE THICKNESS CALCULAPONS FOR 03-04 SEWER REHABILITATION PROJECT CITY OF HUNTINGTON BEACH Thickness Calculations for 10=lhchAM-Linerll.PVC Pipe Liner 3. Thickness.Reguired for.Bucklih4.Pressure Base Equation qa + C/N * (32*Rw*B'*Es*EI/D^3}1.5 i Modify the Base Equation by adding the following substitution: El = Pipe Wall Stiffness Factor = El * (t"3)/12 i Modified Equation: t = 0.721 * D * ((N * qa/C)^2/(EI # Rw * B' * Es))^.333 where: i I I = Moment of Inertia (in^4/in) = t^3/12 j t = minimum liner thickness (in) D = Pipe diameter (in} D = 10 in N = Safety Factor N = 2 qa = external presure on pipe (psi) qa = 9.97 psi Oval ity of Pipe (%) 2 % C = Ovality Factor = ((1 - % ovality/100)/(1 + % ovality/100))^3 C = 0.84 El = Long term modulus of elasticty (psi) El = 77,500 ipsi Rw = Water Buoyance factor Rw = 0.96 B' = coefficient of elastic support = 1/(1 + 4* e^(-0.065 * H)) B' = 0.32 Es = Modulus of soil reaction (psi) Es 1,000 psi H = Height of Soil above pipe (ft) H = 10 ft I Minimum thickness required for 10" AM-LINER° is t = 0.207 in. i Minimum specified thickness for 10" AM-LINER" is: t = 0.280 in. Therefore: Use Standard SDR 32.5 AM-LINER" with thickness of t = 0.308 i in. c,C 4V;y hi�is D 'q! z 26173 Lo 7j EV 3/31/06 0 Sancon Technologies, Inc. Nic - ev . AM-LINEROPIPE THICKNESS CALCULA1ONS FOR 03-04 SEWER REHABILITATION PROJECT CITY OF HUNTINGTON BEACH Thickness Calculations for-12-Inch AM-Liner" .PVC Pipe Liner AM-Liner" Dimensions Liner Diameter (in.) 12.in Liner Thickness (in.) 0.369 in Liner SDR 32.5 AM-Lineril Physical Properties Initial Tensile Stress (psi) 3600 psi Initial Flexural Strength (psi) 4100 psi Initial Flexural Modulus of Elasticity (psi) 155,OOO:psi Long-Term Modulus of Elasticity (psi} 77,500 psi Existing Host Pipe Characteristics Existing pipe fully deteriorated Ovality (%} 2 % Soil Characteristics Type of Soil clay' w = Soil density (pcf) I 120.pcf Es = Soil modulus (psi) 1000 psi Safety Factor (N) 2.0 H = Max soil height over pipe (ft) I 15.ft Hw = Assumed height of water above pipe ft ! 10;ft �.4 E5S1oNq 1 26173 o �xP 3! � I Sancon Technologies, Inc. Ick fiba , AM-LINER PIPE THICKNESS CALCULATIONS FOR 03-04 SEWER REHABILITATION PROJECT CITY OF HUNTINGTON BEACH . . . . . . . . . . . . . . . . .. . . . . Thickness Calculations:f6t:l2:Inch AM-Linerll:PVC:Pipe Liner 1 Detdh*flh the Ioadlnd on the:pipe us hj th64 6dlfied MarstonFormula and the . .Soussinesg Formula: : ' . . . . : Base Equation: i Total Load (Wtot) = We + WI j i Dead Load (Wc) = Cd * w * Bc * Bd (Marston Formula) Cd = loading coeficient Cd =11 - e^(-2 * ku' * HIBd) 2 * ku' ' e = 2.718 H = Height of soil above pipe I H = 15 ;ft ku' = .130 ku' = 0.13 w = soil density (psf) j w =j 120 cf Bc = diameter of pipe (in) j Bc = 12 in Bd = trench width (ft) Bd = 3.00 ft Cd = 2.80 Dead Load (Wc) We = 1007.21 Ibsl ft. Live load (WI) = Cl * P * (1 +1f) CI = Live load coeficient (/ ft) CI = 0.0025 P = wheel load (lb) P = 16000 -lb If = impact factor If = 0.00 Impact factor = .766 - .133 * H WI = 40 Ibsl ft. ( 0 <=If<=.5) Therefore: Total Load (Wtot = We + WI) j Wtot = 1047.21 Ibsl ft. •iONq �O 4¢`�L3fCK pB�Fy y z 26173 Sancon Technologies, Inc. 4 fined E. AM-LINERII PIPE THICKNESS CALCULATIONS FOR 03-04 SEWER REHABILITATION PROJECT CITY OF HUNTINGTON BEACH Thickness Calculations for 12-Inch AM-Linerll PVC Pipe Liner 2. Determine External Pressure on Pipe Base equation: qa (psi)_= Yw * Hw + (Rw * Wc)/D + WIID - Where: We = vertical soil load = (Ys *_H * D) / 144 Modified equation qa (psi) = Yw * Hw * 12in.lft. + (Rw * Ys * H) 1144 + WI I (D * 12in.lft.) where: Yw = Specific weight of water (lb/in ^3) Yw =! _ .0361 lb/in^3 Hw = Height of water above pipe (ft.)_ Hw = - 10.00 ft Rw = Water Buoyancy Factor = 1-_33(HwIH) Rw = 0_78 Ys = Soil Density (lblft^3) _ Ys = 120 _ pcf H = Height of soil above pipe (ft)_ _ _ _H = _ 15 ft WI = Live load (lblft) _ WI =- 40 !Iblft D = Pipe Diameter (in.) D = 12 _ in i Therefore: External Pressure on the pipe (qa) a =� 14.36 �Etsslop� - rn Sancon Technologies, Inc. . ick/bil3enedetto, . c1vVL d ''` F C A4�E AM-LINER PIPE THICKNESS CALCULATIONS FOR 03-04 SEWER REHABILITATION PROJECT CITY OF HUNTINGTON BEACH Thickness Calculations for 12-Inch AM-Linerll PVC Pipe Liner 3. Thickness Required for Buckling Pressure Base Equation - qa + C/N * (32*Rw*B'*Es*EIIDA3)".5 Modify the Base Equation by adding the following substitution: El = Pipe Wall Stiffness Factor = El * (t"3)112 Modified Equation: t = 0.721 * D * ((N * ga1C)^21(EI * Rw * B' * Es))^.333 where: - I = Moment of Inertia (in A41in) = t^3/12 t = minimum liner thickness (in) _ D = Pipe diameter (in) _ _ D _12 l in - N = Safety Factor - - N _ 2 _ qa = external presure on pipe (psi) i qa = 14.36 psi Ovality of Pipe (%) - - 2_ - %- C = Ovality Factor = ((1 - % ovality/100)/(1 + % ov_ality/100))^3 , C =, 0.84 El = Long term modulus of elasticty (psi) El �77,500 psi Rw = Water Buoyance factor Rw = 0.96 B' = coefficient of elastic support = 11(1 + 4* eA(-0.065 * H)) _B' =I_ _0.40 (p ) _ Es = Modulus of soil reaction (psi) I Es = 1,000 p I si - . -- — -- --- — -- H = Height of Soil above pipe (ft) H = 15 ;ft Minimum thickness required for 12" AM-LINER° is t = 0.296 ,in-.- Minimum specified thickness for 12" AM-LINERII is t = _ 0_.336 in. Use Standard SDR 32.5 AM-LINER" with thickness of t = 0.369 in. E�`GVrirCiS p,Bf�2 y � I o O ')r_,.}73 - r^ ro Sancon Technologies, Inc. Dil3'ned ENGINEERING H, INC. March 30, 2004 TO: Whom It May Concern RE: 03-04 Sewer Rehabilitation Project, Cash Contract No. 1231 Manhole Liner and Installer Certifications This is to certify that Sancon Engineering H is the manufacturer 1 owner of Sancon 100 polyurethane protective coating as specified for use in the manhole rehabilitation portion of the above referenced project and that Sancon Technologies, Inc. is a licensed applicator of the Sancon 100 polyurethane protective coating process. All Sancon Technologies, Inc. applicators have been fully trained, have completed our certified applicator course and all have a minimum of 5 years experience in the application of Sancon 100 polyurethane protective coating. Sincerely SANCON NGLNEERING II, INC. ick e 6 President 5841 ENGINEER DRIVE HUNTINGTON BEACH, CA 92649 (714) 891-2323 (800) 726-2664 ENGINEERING H, INC. March 30, 2004 TO: Whom It May Concern RE: 03-04 Sewer Rehabilitation Project, Cash Contract No. 1231 Manhole Liner Material Availability This is to certify that Sancon Engineering II, as the manufacturer of Sancon 100 polyurethane protective coating, certify that all necessary material for the manhole lining portion of the above referenced project can be delivered to support meeting the 110 working day completion time for this project. Sincerely ;.ick CON GINEE _ G II, INC. DiBenedetto President 5841 ENGINEER DRIVE HUNTINGTON BEACH, CA 92649 (714) 891-2323 (800) 726-2664 r POMS and ASSOC : 1-81 8-M-3322 Mar 30 2 11 :22 P. 112 h MIA10aIYY1'YJ AQa, CERTIFIC�JT DATE( OF LIABILITY INSURANCE a3/MVIDWY 4 PRODUc" C819)876-3336 FAX (8 S}111-3111 THIS CERTIFICATE 10 ISSUED AS A MATTER OF INFORMATION Poms b ASSociates ONLY AND CONFERS NO RIf3HTB UPON THE CERTIFICATE 24425 Park Sorrento Attn: 1+Ia K, Pavl o HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR L1"SR CC AFFO 0D BY TH OL1C 6 BELOW, Suite 0110 Calabasas, CA 91302 INSURER$AFFORDING COVERAGE NAIC S IIIBURED 5ancon Technologies, nc. INSURERA; Vir inia•Suret Cam any, Xnc. IX 5991 Engineer Drive INSURERS: Liberty Insurance Underwriters A1XV Huntington Beach, CA 92649 INSURERS; American,Int'l. Specialty Lines ,A++/XV INDURER D: 4 INSURER O THE P0005ES OF INSURANCE LISTED BELOW HAVE SEEN]S&JBD TO THE INSURED NAMED ABOVE FORITHE POLICY P;zR10D INDICATED.NOTWIr.4TANDINt ANY REOUIREIMSNT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT To WHICH THIS CSRTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL E TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INS R D TYPE OF INSURANCE 40wwr NUMEEA POLICY CTlVE P LICY PIRA N I VMMS GENIAL LIABILITY ; I EACH DCcu;tAENCr Is 1 000 000 a( COMMERCIAL GENERAL LL DILI-Y 1 DAM,d:To R NTED += 50 000 CLAIMB MAD5 i -- , OCCUA I I MED 5XP(Any one PaMaN It 5.0001 A ICG50113200 10/01/2003 20/01/2004 PERIIONALaA:vlluuRY s 1 000,00 i Q1!NERALA2GRK0ATE i 2 000 000 U&M A=R %ATE E.Aels,PV-tEZ PEP. PRODUrTO-col,IPW A 13 s 71000,000 PO:'Cr71 JET FX7Loc AVTOMCBIL.E LIAMITY { ZomtINp&NOLE Lima X ANY AUTO ' Ea we dent) i 1,000.000 AIL OWNED AUTOS 83DI:Y INJURY A B:fSED'JLE]A;JTOS 1 IPefoerron) _ HIRSO AUTOS i 1CA50113300 10/01/2003 10/01/2004 Doo-pLy INJURY 1 NON-DWNIM AUTOS I f 4(PRGP�'.1tlore AMA01 GARAGE LIAElLITY AUTO ONLY-EA AOCIDENT s A4Y A JT0 0T►4ER THA4 EA ACC i AUTO ONLY: AO(Z s oIGE88NM8RELLA UABIL W I I 'CLASH DCCURR6HCE Is 4,000,000 X OCCUR 17 CLAIMS MADE A33REGATE Is 4,000.000 B LQ -871181325013 10/01/2003 10/01/2004 Is o6DUDTISLe - i i RETENTION s I i WOMRS 00WI NSATIOU AND I I X 5w 6TAT61, %T n ddPLOYER6'LIADILITY I 1 E-L FA.H nx,DENT 9 1,000,000 A ANY P409tRIET0RNARTN°R1ZXE0UTIV3 DF=IC5RJMEMBERVOLLi5LD7 1CW50113100 10/01/2003 10/01/2004 G.L DISUAC-CA FMPLOYEE a 1,000 00 If Yea.aemdba upigW SpECIAL PROV18,0NS he+av E D1613A r;-POLICY LIMIT s 1,0001000 ontoactor's Pallutian j CLAIMS MADE POLICY C Liability (CPU) CPLI176136 30/D1/2003 10/01/2104 $1,000,000 Per Occ/.Aggregate Cs6CRiP OF RA'i1V Lff TI 81 Y HIM-St I LVS S A0:92 Elf ENDOMMEUT f SIPECULLPROVIMONS eIr t�i�04 array Reha�s roject, 1d3� t is agreed that the City of Hunting on Beach is named as Additional Inswred per the ttached endorsement. 10 Days notice of Cancellation S I h01 apply for nw-payment of premium. UFMWAIR E SHOULD ANY OF THC ANW5 DilORIBEO POLICIES BE CANCISLLBD DEFORF THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL MKOJIMM MAIL 30* DAYS INR1TTIiNNOTICE-0 THE COtTIPUTE HCLOER IIAMIM TO THE LEFT. City of Huntington Beach j x P.O. Box 190 Huntington Beach, CA 926411 AVTHORJEDREPRESENTA IYE ACORD 26(2001/08) 570AL61RD CORPORATION 1988 r pOMS and ASSOC : 1-818-876-3322 Mar 30 20 11 :22 p• 03 City of Huntington Beach Certificate issued to City of Huntington Beach 03/30/2004 Poms & Associates 03/30/2004 ! Virginia Surety Company, Inc, - Admitted A/IX Policy No. IC050111200 I Additional Insured - Owners, Lessees or Contractors CFOR.M B) This endorsement modifies insulanc$ provided under the following; COMM EXIAL GENERAL LIABILITY P RT !I! SCHEDULE Name of Person or organization. Ci y of Huntington Beach ! (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this 'ndorsement.) WHO I5 AN INSURED (Section II) .. S a Mad to include as an insured the. person or Organization shown in the Schedule, but only with .res' ect to liabii"ity arising out of "your �ork" for that insured by or for you. 150 ENDORSEMENT #CG 20 10 11 85; I I 4 G i I I I I` 1 CITY OFOUNTINGTON BEACH RLS No. REQUEST FOR LEGAL SERVICES Assn To Jennifer McGrath, City Attorney Date Date: Request made by: elephone: Department: 516104 David Verone 8471 PUBLIC WORKS INSTRUCTIONS: File request in the City Attorney's Office. Outline reasons for this request and state facts necessary for City Attorney to respond. Please attach all pertinent information and exhibits. TYPE OF LEGAL SERVICES REQUESTED: ❑ Ordinance/Resolution ❑ Opinion ❑ Contract/Agreement (Allow 5-20 working days)` (Allow 20 working days)* (Allow 15-20 working days)' ❑ General Legal ® Document Review Assistance (Ongoing) (Allow 2-10 working days)* *All deadlines are based on the date the City Attorney's Office receives the RLS. This r ed and approve R E C E, d E A� i nature of Department Head IHY City or nunnngion bBaa, Cifv A4+ COMMENTS Please identify all attachments to this RLS. Please review and approve"As to Form"the following contract documents furnished by Sancon Technologies Incorporated contractor for the 03-04 Sewer Rehabilitation Project, Project CC-1231 1. Payment Bond#2127026 2. Performance Bond#2017026 3. Insurance Accord 4. Agreement—for signature only (with attachment A) Shaded areas for City Attorney's Office use only.- This request for Legal Services has been assigned-to Attorney 1 extension His/her.secretary,is = , extension Notes: Date Completed:.- RLS CONTRACT-BOND.doc 5/6/2004 12:20 PM Council/Agency Meeting Held: D Deferred/Continued to: Approved ❑ Conditionally Approved ❑ Denied City r s ?#natur Council Meeting Date: April 19, 2004 Department umber: PW 04-036 CITY OF HUNTINGTON BEACH o REQUEST FOR COUNCIL ACTION ; a- SUBMITTED TO: HONORABLE MAYOR AND CITY COUNCIL MEMBERS SUBMITTED BY: RAY SILVER, City AdministratorG 4,,P PREPARED BY: ROBERT F. BEARDSLEY, Director of Public Works J SUBJECT: AWARD CONSTRUCTION CONTRACT FOR 03-04 SEWER REHABILITATION PROJECT, CC-1231 Statement of Issue,Funding Source,Recommended Action,Alternative Action(s),Analysis.Environmental Status,Attachments) Statement of Issue: On February 17, 2004, City Council authorized the advertisement for bids for the 03-04 Sewer Rehabilitation Project; CC — 1231. On March 30, 2004, staff received bids and now requests that City Council award the contract to Sancon Technologies, Inc. Fundinq Source: Funds for this project are budgeted through the Sewer Service Fund, Sewer Line CIP, 51189002.82600. The Engineer's cost estimate is S1,200,000 including incidentals. Recommended Action: Motion to: 1. Accept the lowest responsive and responsible bid submitted by Sancon Technologies, Inc. in the amount of $977,723.55 and. 2. Authorize the Mayor and City Clerk to execute a construction contract in substantially the same form as the attached sample contract. Alternative Action(sl: Reject all bids, and provide staff with an alternative direction. Analysis: The Public Works Department is commencing a new city wide sewer rehabilitation program. The sewer main lines will be cleaned, videoed and then lined to extend the life of the main line. Sewer manholes will also be cleaned and lined. The multi- year program goal is to rehabilitate the sewer system by systematically traversing the City by reporting districts and sewer system age. The 2003-04 program includes Districts 475, 485 and 486, located within the southeast area of the City. (Attachment 1) This area was chosen primarily due to the advanced age of the sewers relative to other areas of the City. REQUEST FOR COUNCIL ACTION MEETING DATE: April 19, 2004 DEPARTMENT ID NUMBER: PW 04-036 On February 17, 2004, the City Council authorized the advertisement for bids, which were received on March 30, 2004. Staff has reviewed the bids and they are summarized below in order of increasing bid amounts: Bidding Contractor Bid Amount 1. Sancon Technologies, Inc. $977,723.55 2. lnsituform Technologies, Inc. $1,114,218.50 3. PPR $1,174,375.31 4. Wesco Infrastructure $1,378,377.20 5. Southwest Pipeline $1,398,776.25 Staff completed the reference check for Sancon Technologies, Inc. and received favorable results from past clients. Additionally, Sancon Technologies, Inc. has performed similar jobs successfully for the City. Staff recommends award of the project to Sancon Technologies, Inc. Public Works Commission: The Public Works Commission reviewed and recommended the action on January 21, 2004, with a vote of 6-0-1. (Commissioner Mason abstained) Environmental Status: This project is categorically exempt pursuant to Class 1, Section 15301 of CEQA. Attachment(s): City Clerk's Page Number No. Description 1 Location Map 2 Sample Construction Contract G:1R C A12004104-036 April 19 Krieger(Award Sewer Rehabilitation cc1231).doc -2- 31311200410:43 AM ATTACHMENT # 1 BDLSA AVE. 1po L N 0 N N Me ADDS VE. -EDINGER J+N{ AVE. tj ZNEIL 8 f AVE. WAR �gy NER "' ® $ AVE. SLA R AVE 405 ,O T ERT AVE. PACIFlC �Q 'C^ ELWUs A NOT TO SCALE GAR ELD AVE. N W N CO YTc NN AVE. W. ADAMS AVE '- A INDIANAP US AVE- t TA AVE- = A L AVE. OCEAN Ix Q a / J H O a z = c� Q irr � scNoa Cp J HAMILTON LEGEND ULI BANNING PROJECT AREA CI co qsT LOCATION MAP CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBLIC WORKS ATTAC H M E N T #2 • • CITY FUNDED CONSTRUCTION CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND FOR THIS AGREEMENT ("Agreement") made and entered into this day of _ 20 by and between the City of Huntington Beach, a municipal corporation of the State of California, hereinafter referred to as "CITY," and a California , hereinafter referred to as "CONTRACTOR." WHEREAS, CITY has solicited bids for a public works project, hereinafter referred to as "PROJECT," more fully described as in the City of Huntington Beach; and CONTRACTOR has been selected to perform said services, NOW, THEREFORE, in consideration of the promises and agreements hereinafter made and exchanged, the parties covenant and agree as follows: 1. STATEMENT OF NVORK: ACCEPTANCE OF RISK CONTRACTOR shall complete and construct the PROJECT pursuant to this Agreement and the Contract Documents (as hereinafter defined) and furnish, at its own cost and expense, all labor, plans, tools, equipment, supplies, transportation, utilities and all other items, services and facilities necessary to complete and construct the PROTECT in a good and workmanlike manner. CONTRACTOR agrees to fully assume the risk of all loss or damage arising out of the nature of the PROTECT, during its progress or prior to acceptance by CITY, from agrcdfarns'ciry consu4-03 I • • the action of the elements, from any unforeseen difficulties which may arise or be encountered in the prosecution of work, and for all other risks of any description in connection with the work, including, but not limited to, all expenses incurred by or in consequence of the suspension or discontinuance of work, except such as are herein expressly stipulated to be borne by CITY, and for well and faithfully completing the work within the stipulated time and in the manner shown and described in this Agreement, and in accordance with the requirements of CITY for the compensation set forth in the accepted bid proposal. 2. ACCEPTANCE OF CONDITIONS OF WORK, PLANS AND SPECIFICATION'S CONTRACTOR acknowledges that it is fully familiar with all the terms, conditions and obligations of this Agreement and the Contract Documents (as defined below in this Section), the location of the job site, and the conditions under which the work is to be performed, and that it enters into this Agreement based upon its thorough investigation of all such matters and is relying in no way upon any opinions or representations of CITY. It is agreed that the Contract Documents are incorporated into this Agreement by this reference, with the same force and effect as if the same were set forth at length herein, and that CONTRACTOR and its subcontractors, if any, shall be bound by the Contract Documents insofar as they relate in part or in any way, directly or indirectly, to the work covered by this Agreement. "Contract Documents" as defined herein mean and include: A. This Agreement; B. Bonds covering the work herein agreed upon; agredforms'city const4-03 2 • C. The CITY's standard Plans and Specifications and special contractual provisions, including those on file in the office of the Director of Public Works of CITY and adopted by the City Council, and any revisions, amendments or addenda thereto; D. The current edition of Standard Specifications for Public Works Construction. published by Builders' News, Inc., 10801 National Boulevard, Los Angeles, CA 90064. and all amendments thereto, written and promulgated by the Southern California chapter of the American Public Works Association and the Southern California District Associated General Contractors of the California Joint Cooperative Committee; E. Bid documents including the Notice Inviting Bids, the Special Instructions to Bidders and the CONTR.ACTOR's proposal, (which is attached hereto as Exhibit "A" and incorporated herein by this reference); F. The particular Plans, Specifications, Special Provisions and Addenda applicable to the PROJECT. Anything mentioned in the Specifications and not indicated in the Plans or indicated in the Plans and not mentioned in the Specifications, shall be of like effect as if indicated and mentioned in both. In case of a discrepancy between any Plans, Specifications, Special provisions, or Addenda, the matter shall be immediately submitted by CONTRACTOR to the Department of Public Works of CITY (hereinafter referred to as "DPW"), and 8gme/foms(GtY einst,4-03 3 • • CONTRACTOR shall not attempt to resolve or adjust the discrepancy without the decision of DPW, save only at its own risk and expense. Should there be any conflict between the terns of this Agreement and the bid or proposal of CONTRACTOR, then this Agreement shall control and nothing herein shall be considered as an acceptance of the terns of the bid or proposal which is in conflict herewith. 3. COMPENSATION CITY agrees to pay and CONTRACTOR agrees to accept as full compensation for the faithfiil performance of this Agreement, subject to any additions or deductions made under the provisions of this Agreement or the Contract Documents, a sum not to exceed Dollars ($ ), as set forth in the Contract Documents, to be paid as provided in this Agreement. 4. C011-1MENCEIVIEVT OF PROJECT CONTRACTOR agrees to commence the PROJECT within ten (10) working days after the Notice To Proceed is issued and diligently prosecute the PROJECT to completion within consecutive from the day the Notice to Proceed is issued by DPW, excluding delays provided for in this Agreement. 5. TIME OF THE ESSENCE The parties hereto recognize and agree that time is of the essence in the performance of this Agreement and each and every provision of the Contract Documents. CONTRACTOR shall prepare and obtain approval as required by the Contract Documents for all shop drawings, details and samples, and do all other things necessary and incidental to the prosecution of its work in conformance with the progress schedule set forth in the Contract Documents. CONTRACTOR shall coordinate its work with the work of all egrc-`foraWciry consd4-03 4 • i other contractors, subcontractors, and CITY forces working on the PROJECT in a manner that will facilitate the efficient completion of the PROJECT and in accordance with the terms and provisions of this Agreement. CITY shall have complete control of the premises on which the work is to be perfonned and shall have the right to decide the time and order in which the various portions of the work shall be performed and the priority of the work of other contractors, subcontractors and CITY forces and, in general, all matters concerning the timely and orderly conduct of the work of CONTRACTOR on the premises. 6 CHANGES CONTRACTOR shall adhere strictly to the plans and specifications set forth in the Contract Documents unless a change therefrom is authorized in writing by DPW. CONTRACTOR agrees to make any and all changes, furnish materials and perform all work necessary within the scope of the PROJECT as DPW may require in writing. Under no condition shall CONTRACTOR make any changes without the prior written order or acceptance of DPW, and CITY shall not pay any extra charges made by CONTRACTOR that have not been agreed upon in writing by DPW. When directed to change the work, CONTRACTOR shall submit immediately to DPW a written cost proposal reflecting the effect of the change. Should DPW not agree to such cost proposal, the work shall be performed according to the changes ordered in v&Titing by DPW and the proper cost thereof shall be negotiated by the parties upon cost and pricing data submitted by CONTRACTOR; thereupon, CITY will promptly issue an adjusted change order to CONTRACTOR and the contract price will be adjusted upward or downward accordingly. agrcc'formS.'ci[v con9u4.03 5 • i 7. NOTICE TO PROCEED No work, services, material, or equipment shall be performed or furnished under this Agreement unless and until a Notice to Proceed has been given to CONTRACTOR by CITY. CITY does not warrant that the work will be available on the date the Notice to Proceed is issued. In the event of a delay in commencement of the work due to unavailability of the job site, for any reason, relief to CONTRACTOR shall be limited to a time extension equal to the delay due to such unavailability. 8. BONDS Only bonds issued by California admitted sureties will be accepted. CONTRACTOR shall, prior to its performance of this Agreement, furnish the following two (2) bonds approved by the City Attorney: One in the amount of one hundred percent (100%) of the contract price to guarantee the CONTRACTOR's faithful perfonnance of the work. and one in the amount of one hundred percent of the contract price to guarantee payment of all claims for labor and materials furnished. In addition, CONTRACTOR shall submit to CITY a bond in the amount of one hundred percent (100%) of the final contract price, including all change orders, to warrant such performance for a period of one (1) year after CITY's acceptance thereof within ten (10) days of filing of the Notice of Completion. 9. WARRANTIES CONTRACTOR unconditionally guarantees all work done under this Agreement including, but not limited to, any workmanship, installation, fabrication, material or structural facilities constructed. CONTRACTOR, within ten (10) days after notice by CITY of any defect in the work, shall have the option to make appropriate repairs or replace ageelformslciry com/4.03 6 the defective item or items. Upon expiration of such ten (10) day period, CITY may then make appropriate repair or replacement at CONTRACTOR's risk and own cost and expense. 10. NDEPENDENT CONTRACTOR It is understood and agreed that CONTRACTOR is, and shall be, acting at all times hereunder as an independent contractor and not an employee of CITY. CONTRACTOR shall secure at its own cost and expense, and be responsible for any and all payment of all taxes, social security, state disability insurance compensation, unemployment compensation and other payroll deductions for CONTRACTOR and its officers, agents and employees and all business licenses, if any, in connection with the PROJECT and/or the services performed hereunder. 11. L LTIDATED DAMAGES/DELAYS It is agreed by the parties hereto that in case the total work called for hereunder is not in all parts and requirements finished or completed within the number of calendar days as set forth herein, damage will be sustained by CITY; and that it is, and would be, impractical and extremely difficult to ascertain and determine the actual damage which CITY would sustain in the event of and by reason of such delay. It is, therefore, agreed that CONTRACTOR will pay to CITY, as liquidated damages and not as a penalty, the sum of Dollars (S_ ) per day for each and every working day's delay in completing the work in excess of the number of working/calendar days set forth herein, which represents a reasonable endeavor by the parties hereto to estimate a fair compensation for the foreseeable damages CITY would sustain in the event of and by reason of such delay; and CONTRACTOR agrees to pay these damages herein provided, and agredforrns/eiry consV4-03 7 further agrees that CITY may deduct the amount thereof from any monies due or that may become due to CONTRACTOR hereunder. CONTRACTOR will be granted an extension of time and will not be assessed damages for any portion of the delay in the completion of the work due to unforeseeable causes beyond the control and without the fault or negligence of CONTRACTOR, including, but not limited to, acts of God or of the public enemy, fire. floods, epidemics; quarantine restrictions, strikes, unsuitable weather, or delays of subcontractors due to such causes. CONTRACTOR shall, within fifteen (15) days from the beginning of any such delay (unless DPW shall grant a further period of time), notify DPW in writing of the cause of the delay and CITY shall extend the time for completing the work if, in its judgment, the findings of fact thereon justify the delay; and the decision of DPW shall be conclusive on the parties hereto. Should CONTRACTOR be delayed in the prosecution or completion of the work by the act, neglect or default of CITY, or should CONTRACTOR be delayed by waiting for materials required by this Agreement to be furnished by CITY, or by damage caused by fire or other casualty at the job site for which CONTRACTOR is not responsible, or by the combined action of the workers, in no way caused by or resulting from default or collusion on the part of CONTRACTOR, or in the event of a lockout by CITY, then the time herein fixed for the completion of the work shall be extended by the number of days CONTRACTOR has thus been delayed, but no allowance or extension shall be made unless a claim therefor is presented in writing to CITY within fifteen(15) days of the commencement of such delay. No claims for additional compensation or damages for delays, irrespective of the cause thereof, and including without limitation the furnishing of materials by CITY or agre-dfommIciry cons&14-03 $ delays by other contractors or subcontractors, will be allowed and an extension of time for completion shall be the sole remedy of CONTRACTOR. 12. DIFFERING SITE CONDITIONS A. Notice: CONTRACTOR shall promptly, and before such conditions are disturbed, notify DPW in writing of. (1) Subsurface or latent physical conditions at the job site differing materially from those indicated in this Agreement or the Contract Documents: or (2) Unknown physical conditions at the job site, of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent to work of the character to be performed under this Agreement. DPW shall promptly investigate the conditions and if it finds that such conditions do materially so differ and cause an increase or decrease in the time required for perfonnance of any part of the work under this Agreement, whether or not changed as a result of such conditions, an equitable adjustment shall be made and the agreement modified in writing accordingly. B. Time Extension: No claim of CONTRACTOR under this Section shall be allowed unless CONTRACTOR has given the notice required hereunder provided, however, the time prescribed therefor may be extended by CITY. agree!forms/ei:y cansc*03 9 13. VARIATIONS N ESTIMATED QUANTITIES The quantities listed in the bid schedule will not govern final payment. Payment to CONTRACTOR will be made only for the actual quantities of contract items used in construction of the PROJECT, in accordance with the plans and specifications. Upon completion of the PROJECT, if the actual quantities used are either more than or less than the quantities listed in the bid schedule, the bid price shall prevail subject to the provisions of this Section. DPW may, at its sole discretion, when warranted by the facts and circumstances, order an equitable adjustment, upwards or downwards, in payment: to CONTRACTOR where the actual quantities used in construction of the PROJECT are in variation to the quantities listed in the bid schedule. No claim by CONTRACTOR for an equitable adjustment in price or time for completion shall be allowed if asserted after final payment under this Agreement. If the quantity variation is such as to cause an increase in the time necessary for completion, DPW shall ascertain the facts and circumstances and make such adjustment for extending the completion date as in its sole judgment the findings warrant. 14. PROGRESS PAYMENTS Each month DPW will make an estimate in writing of the work performed by CONTRACTOR and the value thereof From each progress estimate, ten percent (10%) will be deducted and retained by CITY and the remainder of the progress estimate, less the amount of all previous payments since commencement of the work, will be paid to CONTRACTOR. When CONTRACTOR has, in the judgment of DPW, faithfully executed fifty percent (50%) or more of the value of the work as determined from the bid schedule, and if DPW finds that satisfactory progress has been and is being made, CONTRACTOR may be paid such sum as will bring the payments of each month up to one hundred percent(100%) of agrec7orms/eiry constl4.03 10 • 0 the value of the work completed since the commencement of the PROTECT, as determined in its sole discretion by DPW, less all previous payments and Iess all previous retained amounts. CITY`s final payment to CONTRACTOR, if unencumbered, or any part thereof unencumbered, shall be made thirty-five (35) days after the acceptance of the work and the filing of a Notice of Completion by CITY. Payments shall be invade on demands drawn in the manner required by law, each payment to be accompanied by a certificate signed by DPW, affinring that the work for which payment is demanded has been performed in accordance with the terms of the Agreement and that the amount stated in the certificate is due under the terms of the Agreement. Partial payments on the contract price shall not be considered as a acceptance of any part of the work. 15. WITHHELD CONTRACT FUNDS. SUBSTITUTION OF SECURITIES At the request and at the sole cost and expense of CONTRACTOR, who shall retain beneficial ownership and receive interest, if any thereon, CITY shall permit the substitution and deposit therewith of securities equivalent to the amount of any monies withheld by CITY to ensure performance under the terms of this Agreement. 16. AFFIDAVITS OF SATISFACTION OF CLAIMS After the completion of the work contemplated by this Agreement, CONTRACTOR shall file with DPW its affidavit stating that all workers and persons employed, all firms supplying materials and all subcontractors working upon the PROJECT have been paid in full and that there are no claims outstanding against the PROJECT for either labor or material, except certain items, if any, to be set forth in CONTRACTOR's affidavit covering disputed claims, or items in connection with Notices to Withhold, which have been filed under the provisions of the statutes of the State of California. agmelfomm.'city const-4-03 1 1 17. WAIVER Of CLAIMS The acceptance by CONTRACTOR of the payment of the final certificate shall constirute a waiver of all claims against CITY under or arising out of this Agreement, 18. INDEMNIFICATION DEFENSE HOLD HARMLESS CONTRACTOR hereby agrees to protect, defend, indemnify and hold harmless CITY, its officers, elected or appointed officials, employees, agents, and volunteers from and against any and all, claims, damages, losses, expenses,judgments, demands defense costs, and consequential damage or liability of any kind or nature, however caused, including those resulting from death or injury to CONTRACTOR's employees and damage to CONTRACTOR's property, arising directly or indirectly out of the obligations or operations herein undertaken by CONTRACTOR, caused in whole or in part by any negligent act or omission of the CONTRACTOR, any subcontractors, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, including but not limited to concurrent active or passive negligence, except where caused by the active negligence, sole negligence, or willful misconduct of the CITY. CONTRACTOR will conduct all defense at its sole cost and expense and CITY shall approve selection of CON-TRACTOR's counsel. This indemnity shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by CONTRACTOR. 19. WORKERS' COMPENSATION AND EMPLOYER'S LIABILITY INSURANCE Pursuant to California Labor Code Section 1861, CONTRACTOR acknowledges awareness of Section 3700 et seq. of this Code, which requires every employer agm dformsicity consv4-03 12 to be insured against liability for workers' compensation; CONTRACTOR covenants that it will comply with such provisions prior to commencing performance of the work hereunder. CONTRACTOR shall obtain and furnish to City workers' compensation and employer's liability insurance in an amount of not less than the State statutory limits. CONTRACTOR shall require all subcontractors to provide such workers' compensation and employers liability insurance for all of the subcontractors' employees. CONTRACTOR shall furnish to CITY a certificate of waiver of subrogation under the terms of the workers' compensation and employer's liability insurance and CONTRACTOR shall similarly require all subcontractors to waive subrogation. 20. INSURANCE In addition to the workers' compensation and employer's liability insurance and CONTRACTOR's covenant to defend. hold hannless and indemnify CITY, CONTRACTOR shall obtain and furnish to CITY, a policy of general public liability insurance, including motor vehicle coverage covering the PROJECT. This policy shall indemnify CONTRACTOR, its officers, employees and agents while acting within the scope of their duties, against any and all claims arising out or in connection with the PROJECT, and shall provide coverage in not less than the following amount: combined single limit bodily injury and property damage, including products/completed operations liability and blanket contractual liability, of One Million Dollars (S1,000,000) per occurrence. If coverage is provided under a form which includes a designated general aggregate limit, the aggregate limit must be no less than One Million Dollars (S 1,000,000) for this PROJECT. This policy shall name CITY, its officers, elected or appointed officials, employees, agents, and volunteers as Additional Insureds, and shall specifically provide that any other insurance agrcelformsiciry conati4-03 13 coverage which may be applicable to the PROJECT shall be deemed excess coverage and that CONTRACTOR's insurance shall be primary. Under no circumstances shall said above-mentioned insurance contain a self-insured retention, or a "deductible"or any other similar form of limitation on the required coverage. 21. CERTIFICATES OF INSURANCE: .ADDITIONAL NSURED ENDORSEMENTS Prior to commencing performance of the work hereunder, CONTRACTOR shall furnish to CITY certificates of insurance subject to approval of the City Attorney evidencing the foregoing insurance coverages as required by this Agreement; the certificates shall: 1. provide the name and policy number of each carrier and policy; 2. state that the policy is currently in force; and 3. promise to provide that such policies will not be canceled or modified without thirty (30) days' prior written notice of CITY. CONTRACTOR shall maintain the foregoing insurance coverages in force until the work under this Agreement is fully completed and accepted by CITY. The requirement for carrying the foregoing insurance coverages shall not derogate from the CONTRACTOR's defense, hold harmless and indemnification obligations as set forth under this Agreement. CITY or its representative shall at all times have the right to demand the original or a copy of all the policies of insurance. CONTRACTOR shall pay, in a prompt and timely manner, the premiums on all insurance hereinabove required. CONTRACTOR shall provide a separate copy of the additional insured endorsement to each of CONTRACTOR's insurance policies, naming CITY, its officers, agredformsicity consL14-03 14 • elected and appointed officials, employees, agents and volunteers as Additional Insureds, to the City Attorney for approval prior to any payment hereunder. 22. NOTICE OF THIRD PARTY CLAIM Pursuant to Public Contracts Code §9202, CITY shall provide notice to CONTRACTOR of receipt of any claim filed with CITY or a court of competent'urisdiction which arises out of perfonnance of this agreement within ten (10)days of receipt of such claim or claims. 23. DEFAULT AND TERMINATION If CONTRACTOR fails or refuses to prosecute the work hereunder with diligence, or fails to complete the work within the time specified, or is adjudged bankrupt or makes an assignment for the benefit of creditors or becomes insolvent, or violates any provision of this Agreement or the Contract Documents, CITY may give CONTRACTOR notice in writing of its intention to terminate this Agreement. Unless the violation is cured within ten (10) days after such Notice of Intention has been served on CONTRACTOR, CITY may, without prejudice to any other remedy it may have, tenminate this Agreement upon the expiration of that time. Upon such default by CONTRACTOR, CITY may elect not to terminate this Agreement; in such event CITY may make good the deficiency in which the default consists and deduct the resulting costs from the progress payments then or to become due to CONTRACTOR. If it is subsequently determined by a court of competent jurisdiction that CITY's termination of this Agreement under this Section was wrongful, such termination shall be converted to a termination for convenience under Section 23 and any damages shall be assessed as set forth in Section 23. agm formsfeity co?nsU4-0; 15 i i 24. TERIVITNATION FOR CONVENIENCE CITY may terminate this Agreement for convenience at any time with or without cause, and whether or not PROJECT is fully complete upon seven (7) calendar days written notice to CONTRACTOR. In the event of termination, under this Section CITY shall pay CONTRACTOR for value of work in place on the PROJECT through the termination period plus seven and one-half percent (7 % %) for overhead and profit less all such payments already made. Such payment by CITY shall be CONTRACTOR's sole and exclusive remedy for termination by CITY for its convenience and CITY shall have not further obligation to CONTRACTOR. 25. DISPOSITION OF PLANS, ESTIMATES AND OTHER DOCUMENTS CONTRACTOR agrees that upon completion of the work to be performed hereunder, or upon expiration or earlier termination of this Agreement, all original plans, specifications, drawings, reports, calculations, maps and other documents pertaining to this Agreement shall be delivered to CITY and become its sole property at no further cost. 26. NONASSIGNABILITY CONTRACTOR shall not sell, assign, transfer, convey or encumber this Agreement, or any part hereof, or any right or duty created herein, without the prior written consent of CITY and the surety. 27. CITY EMPLOYEES AND OFFICIALS CONTRACTOR shall employ no CITY official nor any regular CITY employee in the work performed pursuant to this Agreement. No officer or employee of CITY shall have any financial interest in this Agreement in violation of the California Government Code. agrcc'fam-Wcity const-4-03 16 28. STOP NOTICES• RECOVERY OF ADMINISTRATIVE COSTS CITY shall be entitled to all reasonable administrative costs and necessary disbursements arising out of the processing of Stop Notices, Notices to Withhold, or any similar legal document. This obligation shall be provided for in the labor and materials payment bond required of CONTRACTOR. CITY may charge an administrative fee of One Hundred Dollars (S 100) for every Stop Notice filed in excess of two (2), regardless of whether or not CITY is named in an action to enforce such stop notices. CITY may set off any unreimbursed cost or expense so incurred against any sum or sums owed by CITY to CONTRACTOR under this Agreement. 29, NOTICES Any notices, certificates, or other communications hereunder shall be given either by personal delivery to CONTRACTOR's agent (as designated in Section I hereinabove) or to CITY as the situation shall warrant, or by enclosing the same in a sealed envelope, postage prepaid, and depositing the same in the United States Postal Service, to the addresses specified below; provided that CITY and CONTRACTOR may designate different addresses to which subsequent notices, certificates or other communications will be sent by notifying the other party via personal delivery, reputable overnight carrier or U. S. certified mail-return receipt requested: TO CITY: TO CONTRACTOR: City of Huntington Beach ATTN: 2000 Main Street Huntington Beach, CA 92648 agree/forms/eiry consd4-03 17 30. SECTION HEADINGS The titles, captions, section, paragraph and subject headings, and descriptive phrases at the beginning of the various sections in this Agreement are merely descriptive and are included solely for convenience of reference only and are not representative of maters included or excluded from such provisions, and do not interpret, define, limit or describe, or construe the intent of the parties or affect the construction or interpretation of any provision of this Agreement. 31. IMMIGRATION CONTRACTOR shall be responsible for full compliance with the immigration and naturalization laws of the United States and shall, in particular, comply with the provisions of United States Code Section 1324a regarding employment verification. 32. LEGAL SERVICES SUBCONTRACTING PROHIBITED CONTRACTOR and CITY agree that CITY is not liable for payment of any subcontractor work involving legal services, and that such legal services are expressly outside the scope of services contemplated hereunder. CONTRACTOR understands that pursuant to Huntington Beach City Charter Section 309, the City Attorney is the exclusive legal counsel for CITY; and CITY shall not be liable for payment of any legal services expenses incurred by CONTRACTOR. 33. ATTORNEY'S FEES In the event suit is brought by either party to construe, interpret and/or enforce the terms and/or provisions of this Agreement or to secure the performance hereof, each party agree farmsicity const-4-03 18 shall bear its own attorney's fees, such that the prevailing party shall not be entitled to recover its attorney's fees from the non-prevailing parry. 34. INTERPRETATION OF THIS AGREEMENT The language of all parts of this Agreement shall in all cases be construed as a whole, according to its fair meaning, and not strictly for or against any of the parties. If any provision of this Agreement is held by an arbitrator or court of competent jurisdiction to be unenforceable, void, illegal or invalid, such holding shall not invalidate or affect the remaining covenants and provisions of this Agreement. No covenant or provision shall be deemed dependent upon any other unless so expressly provided here. As used in this Agreement, the masculine or neuter gender and singular or plural number shall be deemed to include the outer whenever the context so indicates or requires. Nothing contained herein shall be construed so as to require the commission of any act contrary to law, and wherever there is any conflict between any provision contained herein and any present or future statute, law, ordinance or regulation contrary to which the parties have no right to contract, then the latter shall prevail, and the provision of this Agreement which is hereby affected shall be curtailed and limited only to the extent necessary to bring it within the requirements of the law. 35. GOVERNING LAW This Agreement shall be governed and construed in accordance with the laws of the State of California. 36. DUPLICATE ORIGINAL The original of this Agreement and one or more copies hereto have been prepared and signed in counterparts as duplicate originals, each of which so executed shall, agredfor nslcity consu4.03 19 • • irrespective of the date of its execution and delivery, be deemed an original. Each duplicate original shall be deemed an original instrument as against any party who has signed it. 37. CONSENT Where CITY's consent/approval is required under this Agreement, its consent/approval for one transaction or event shall not be deemed to be consent/approval to any subsequent occurrence of the same or any other transaction or event. 38. SURVIVAL Terins and conditions of this Agreement, which by their sense and context survive the expiration or termination of this Agreement shall so survive. 39. MODIFICATION No waiver or modification of any language in this Agreement shall be valid unless in writing and duly executed by both parties. 40. ENTIRETY The parties acknowledge and agree that they are entering into this Agreement freely and voluntarily following extensive arm's length negotiation, and that each has had the opportunity to consult with legal counsel prior to executing this Agreement. The parties also acknowledge and agree that no representations, inducements, promises, agreements or warranties, oral or otherwise, have been made by that party or anyone acting on that party's behalf, which are not embodied in this Agreement, and that that party has not executed this Agreement in reliance on any representation, inducement, promise, agreement, warranty, fact or circumstance not expressly set forth in this Agreement. This Agreement, and the attached Exhibit "A", contain the entire agreement between the parties respecting the subject matter agredforms/dry consV4.03 20 of this Agreement, and supersede all prior understandings and agreements whether oral or in writing between the parties respecting the subject matter hereof. IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by and through their authorized offices the day, month -and year first above written. CONTRACTOR CITY OF HUNTINGTON BEACH, a municipal corporation ofthe Statc of California Mayor By: ATTEST: print name ITS: (circle one)Chairman/PresidentNice President City Clcrk AND By: APPROVED AS TO FORM: print name ITS: (circle one) Secretary.Chief Financial OfliceriAsst. City Attorney Secretary-Treasurer INITIATED AND APPROVED: REVIEWED AND APPROVED: Director ol'Public Works City Administrator agrect 3rtnvcity cong.M-03 21 CITY FUNDED CONSTRUCTION CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND FOR TABLE OF CONTENTS Page No. 1. STATE OF WORK;ACCEPTANCE OF RISK 1 2. ACCEPTANCE OF CONDITIONS OF WORK;PLANS 2 3. COMPENSATION 4 4. COMMENCEMENT OF PROJECT 4 S. TIME OF THE ESSENCE 4 6. CHANGES 5 7. NOTICE TO PROCEED 6 8. BONDS 6 9. WARRANTIES 6 10. INDEPENDENT CONTRACTOR 7 IL LIQUIDATED DAMAGES/DELAYS 7 12. DIFPERING SITE CONDITIONS 9 13. VARIATIONS IN ESTIMATED QUANTITIES 10 14. PROGRESS PAYMENTS 10 15. WITHHELD CONTRACT FUNDS,SUBSTITL:TION OF SECURITIES I 1 16. AFFIDAVITS OF SATISFACTION OF CLAIMS 1 I IT WAIVER OF CLAIMS 12 18. INDEMNIFICATION, DEFENSE, HOLD HARMLESS 12 19. WORKERS' COMPENSATION INSURANCE 13 20. INSURANCE 13 21. CERTIFICATES OF INSURANCE; ADDITIONAL INSURED 14 22. NOTICE OF THIRD PARTY CLAIM 15 23. DEFAULT&TERMINATION 15 24. TERMINATION FOR CONVENIENCE 16 25. DISPOSITIO-N OF PLAITS,ESTIMATES AND OTHER l6 26. NON-ASSIGNABILITY 16 27. CITY EMPLOYEES AND OFFICIALS 16 28. STOP NOTICES 17 29. NOTICES 17 30. SECTION HEADINGS 18 31. IMMIGRATION l8 32. LEGAL SERVICES SUBCONTRACTING PROHIBITED 18 33. ATTORNEY'S FEES 18 34 INTERPRETATION OF THIS AGREEMENT 19 35. GOVERNING LAW l9 36. DUPLICATE ORIGINAL 19 37. CONSENT 20 38. SURVIVAL 20 39. MODIFICATION 20 40. ENTIRETY 20 • RCA ROUTING SHEET INITIATING DEPARTMENT: PUBLIC WORKS SUBJECT: Award Contract for 03-04 Sewer Rehabilitation CC-1231 COUNCIL MEETING DATE: Aril 19, 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 Attached Contract/Agreement (w/exhibits if applicable) (Signed in full b the City Attome Attached Subleases, Third Party Agreements, etc. (Approved as to form by City Attome Not Applicable Certificates of Insurance (Approved by the City Atfome ) Not Applicable Financial Impact Statement (Unbud et, over $5,000) Not Applicable Bonds if applicable) Not Applicable Staff Report If applicable) Not Applicable Commission, Board or Committee Report If applicable) Not Applicable Findings/Conditions for Approval and/or Denial Not Applicable EXPLANATION FOR MISSING ATTACHMENTS REVIEWED RETURNED FO DED Administrative Staff Assistant City Administrator Initial City Administrator Initial City Clerk EXPLANATION FOR RETURN OF ITEM: Only)(Below Space For City Clerk's Use RCA Author:SEK REQUEST FOR COUNCIL ACTION MEETING DATE: April 19, 2004 DEPARTMENT ID NUMBER: PW 04-036 On February 17, 2004, the City Council authorized the advertisement for bids, which were received on March 30, 2004. Staff has reviewed the bids and they are summarized below in order of increasing bid amounts: Siddin Contractor Sir! Amount 1. Sancon Technologies, Inc. $977,723.55 2. Insituform Technologies, Inc. $1,114,218.50 3. PPR $1,174,375.31 4. Wesco Infrastructure $1,378,377.20 5. Southwest Pipeline $1,398,776.25 Staff completed the reference check for Sancon Technologies, inc. and received favorable results from past clients. Additionally, Sancon Technologies, Inc. has performed similar jobs successfully for the City. Staff recommends award of the project to Sancon Technologies, Inc. Public Works Commission: The Public Works Commission reviewed and recommended the action on January 21, 2004, with a vote of 6-0-1. (Commissioner Mason abstained) Environmental Status: This project is categorically exempt pursuant to Class 1 , Section 15301 of CEQA. - Attachment s : City Clerk's Paqe Number No. Description 1 Location Map 2 Sample Construction Contract GAR C Ai200404-036 April 18 Krieger(Award Sewer Rehabilitation cc1231).doc -2- 31311200410:43 AM i elected and appointed officials, employees, agents and volunteers as Additional Insureds, to the City Attorney for approval prior to any payment hereunder. 22. NOTICE OF THIRD PARTY CLAIM Pursuant to Public Contracts Code§9202, CITY shall provide notice to CONTRACTOR of receipt of any claim filed with CITY or a court of competent jurisdiction which arises out of performance of this agreement within ten (10)days of receipt of such claim or claims. 23. DEFAULT AND TERMINATION If COI TRACTOR fails or refuses to prosecute the work hereunder with diligence, or fails to complete the work within the time specifier!, or is adjudged bankrupt or makes an assignment for the benefit of creditors or becomes insolvent, or violates any prevision of this.Agreement or the Contract Documents, CITY may give CONTRACTOR . notice in writing of its intention to terminate this Agreement. Unless the violation is cured within ten (10) days after such Notice of Intention has been served on CONTRACTOR, CITY may, without prejudice to any other remedy it may have, terminate this Agreement upon the expiration of that time. Upon such default by CONTRACTOR, CITY may elect not to terminate this Agreement; in such event CITY may make good the deficiency in which the default consists and deduct the resulting costs from the progress payments then or to become due to CONTRACTOR. If it is subsequently determined by a court of competent jurisdiction that CITY's termination of this Agreement under this Section was wrongful, such termination shall be converted to a termination for convenience under Section 23 and any damages shall be assessed as set forth in Section 23. L--f,o-�e— C)rN�r v-0V-%. agedfcrmscity coosv4-03 15 i • 24. TE&VMATION FOR CONVENIENCE CITY may terminate this Agreement for convenience at any time-with or. without cause,-and whether:or not PROJECT is fully'complete upon seven (7)calendar days. written notice to CONTRACTOR In the event of termination,under this Section CITY shall pay CONTRACTOR for value of work in place on the PROJECT through the termination period plus seven and one-half percent(7 % %) for overhead and profit less all such payments already made. Such payment by CITY shall be CONTRACTOR's sole and exclusive remedy for termination by CITY for its convenience and CITY shall have not further obligation to CONTRACTOR. 25. DISPOSITION OF PLANS,ESTIMATES AND OTHER DOCUMENTS CONTRACTOR agrees that upon completion of the work to be performed :.hereunder, or'upon expiration or earlier termination 'of this Agreement,.all original.plans, specifications, drawings, reports, calculations, maps and other documents pertaining to this Agreement shall be delivered to CITY and become its sole property at no further cost. 26. NONASSIGNABILITY CONTRACTOR shall not sell, assign, transfer, convey or encumber this Agreement, or any part hereof, or any right or duty created herein, without the prior written consent of CITY and the surety. - = 27. CITY EMPLOYEES AND OFFICIALS CONTRACTOR shall employ no CITY official nor any regular CITY employee in the work performed pursuant to this Agreement. No officer or employee of CITY shall have any financial interest in this Agreement in violation of the California Government Code. • r agmdfomisleiry consN4•03 16 i CC- BID DATE: 0 3 3 o ,�o q- TLVIE Z Engineer's Estimate: $ BID LIST BIDDER'S NAME I RAND i TOTAL BID"Ofl VT oRwL $ ��, z 2. OFF 91 3. 3 Zf �f b. $ 7. $ S. $ 9. 10. $ 11. $ 12. $ 13, $ 14. $ 15. $ CITY OF HUNTINGTON BEAK-' 2000 Main Street P . O . Box 190 1904 FE8 18 A I I: -'; Huntington Beach , CA 92648 LETTER OF TRANSMITTAL Fax (714) 374-1573 Attention: Connie Brockway Date: February 18. 2004 To: City Clerk's Office ProjectIC.C.No.: C.C. No. 1231 2000 Main Street Regarding: 03-04 Sewer Rehabilitation Protect Huntington Beach, CA 92648 ❑ We are sending you: ❑ By Mail ❑ By Fax Mall(Number of pages Including this sheet:) ZWe are hand delivering: ❑ Attached ❑ Under a separate cover via —the following items: ❑ Shop drawings ❑ Prints 0 Plans E] Samples ❑ Specifications ❑ Copy of letter ❑ Change Order Other Notice Invitina Sealed Bids item# Copies Pages Description 1 2 1 Notice lwitihg Sealed Bids 2 3 4 5 These are transmitted as chocked below: ❑ For approval ❑ Approved as submitted E] Resubmit copiesfor approval For your use ❑ Approved as noted E] Submit copies for distribution For your action ❑ Returned for corrections 11 Return corrected prints ElFor review/comment F-1 Other: Remarks: On February 17, 2004, the City Council authorized the advertisement of the 03-04 Sewer Rehabilitation Project, CC-1231. Please find attached the Notice Inviting Sealed Bids for this project. Please have this advertised for the following three (3) days: 02/26, 03/04, and 03/11. The bid opening is scheduled for 03130. Please contact me at extension 5259 with any questions you may have. C: By: <' Steve Krieger, Civil Engineering Assistant C.AC0NML:Cn0NC0,N7MCT5(CCS)\CC]231\123IT'FANsToCLERrDoc NOTICE INVITING SEALED BIDS for CC-1231 Notice is hereby given that sealed bids will be received by the City of Huntington Beach at the office of the City Clerk at City Hall, 2000 Main Street, Huntington Beach, CA 92648, until the hour of 2:00 PM on Tuesday, March 30, 2004, at which time bids will be opened publicly and read aloud in the Council Chambers for the 03-04 SEWER REHABILITATION PROJECT in the City of Huntington Beach. A set of plans, specifications, and contract documents may be obtained starting February 24, 2004, at City Hall, Department of Public Works upon receipt of a non-refundable fee of$25.00, sales tax included, if picked up or $35.00 if mailed. Each bid shall be made on the Proposal Form provided in the contract documents, and shall be accompanied by a certified or cashier's check or a bid bond for not less than 10% of the amount of the bid, made payable to the City of Huntington Beach. The Contractor shall, in the performance of the work and improvements, conform to the Labor Code of the State of California and other Laws of the State of California applicable thereto, with the exception only of such variations that may be required under the special statutes pursuant to which proceedings hereunder are taken and which have not been superseded by the provisions of the Labor Code. Preference to labor shall be given only in the manner provided by law. No bid shall be considered unless it is made on a form furnished by the City of Huntington Beach, Department of Public Works, and is made in accordance with the provisions of the proposal requirements. Each bidder must be licensed and also prequalified as required by law. The City Council of the City of Huntington Beach reserves the right to reject any or all bids. By order of the City Council of the City of Huntington Beach, California the 17th of February 2004. Connie Brockway City Clerk of the City of Huntington Beach 2000 Main Street. (714) 536-5431 1231 niv clerk ao.(ao o r ;q. , r9��.sL`y, PCJ CITY OF HUNTINGTON BEA MEETING DATE: February 17, 2004 DEPARTMENT ID NUMBER: PW 04-013 Council/Agency Meeting Held: — — DeferredlContinued to: i Approved ❑ Conditionally Approved ❑ Denied ,c City C rk's nature Council Meeting Date: February 17, 20047 Department ID Number: PW 04-013 CITY OF HUNTINGTON BEACH T REQUEST FOR ACTION Cu _ SUBMITTED TO: HONORABLE MAYOR AND CITY COUNCIL SUBMITTED BY: RAY SILVER, City Administrator ? } PREPARED BY: ROBERT F. BEARDSLEY, Director of Public Works (7> SUBJECT: Authorize Advertisement for 03-04 Sewer Rehabilitation Project-, CC - 1231 Statement of Issue,Funding Source, Recommended Action,Alternative Action(s),Analysis, Environmental Status,Attachment{s] Statement of Issue: Plans and specifications have been completed for the 03-04 Sewer Rehabilitation Project; CC-1231. Authorization to advertise the project for competitive bids is requested. Funding Source: Funds for this project are budgeted through the Sewer Service Fund, Sewer Line CIR 51189002.82600. The Engineer's cost estimate is $1,200,000. Recommended Action: Motion to: Approve the project plans and specifications and authorize the Director of Public Works to request public bids for the construction of the 03-04 Sewer Rehabilitation Project; CC-1231. Alternative Action(s): Deny approval and recommend an alternate action. Analysis: The Public Works Department is commencing a new citywide sewer rehabilitation program. The sewer main lines will be cleaned, videotaped and then lined to extend the life of the main line. Sewer manholes will also be cleaned and lined. The multi-year program goal is to rehabilitate the sewer system by systematically traversing the City by reporting districts. The 2003-04 program includes Districts 475, 485 and 486, located within the southeast area of the City. This area was chosen primarily due to the advanced age of the sewers. yyy /3 L� G:1R C A12004104-013 Feb 17 Krieger(Authorize Bid CC 1231).doc ylir 1/3012004 10:19 AM • REQUEST FOR ACTION MEETING DATE: February 17, 2004 DEPARTMENT ID NUMBER: PW 04-013 Public Works Commission Action: The Public Works Commission reviewed and recommended the action on January 21, 2004, with a vote of 6-0-1 . (Commissioner Mason abstained) Environmental Status: This project is categorically exempt pursuant to Class 1, Section 15301 of CEQA. Attachments): City Clerk's . - Number 1 Project Location Ma RCA Author: SE�K:jg G:IR C A12004104-013 Feb 17 Krieger(Authorize Bid CC 1231).doc -3= 1/29/2004 8:40 AM - ------------ ATTACHMENT # 1 / BOLSA AVE. 00 N N 1/c ADDEN VIE. r •EDINGER V N AVE. NEIL $ VIE, N WARNER 9 8 AVE. SLA R AVE. 405 +0 T ERT AVE. PACIFIC ELLIS IAVE. NOT TO SCALE SS'Q GARFlELD rr AVE. N N N C0 Y K 0AYE. AV ADAMS AVE. �- k INDIANAPOLJIS AVE. 0 TLANTA AVE. Z LT AVE. _ OCEAN h'Y Q O J � / Z = Q HISON IGH M SCHOOL m HAMILTON LEGEND BANNING PROJECT AREA p,QC`FiC ��DO C� 4Sp LOCATION MAP CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBLIC WORKS RCA ROUTING SHEET INITIATING DEPARTMENT: PUBLIC WORKS SUBJECT: Authorize Advertisement for 03-04 Sewer Rehabilitation Project; CC - 1231 COUNCIL MEETING DATE: February 17, 2004 RCA ATTACHMENTS STATUS Ordinance (w/exhibits & legislative draft if applicable)___ Not Applicable Resolution (w/exhibits & legislative draft if applicable) Not Applicable Tract Map, Location Map and/or other Exhibits Attached Contract/Agreement (w/exhibits if applicable) Signed Ln fuii by the City Attome Not Applicable Subleases, Third Party Agreements, etc. (Approved as to form bZ City Attome Not Applicable Certificates of Insurance (Approved by the Cit Attome Not Applicable Financial Impact Statement Unbud et, over $5,000 Not Applicable Bonds If applicable) Not Applicable Staff Report If applicable) Not Applicable Commission, Board or Committee Report If applicable) Not Applicable Findings/Conditions for Approval and/or Denial Not Applicable EXPLANATION FOR MISSING ATTACHMENTS REVIEWED RETURNED FORWARDED Administrative Staff Assistant City Administrator Initial City Administrator Initial tow City Clerk EXPLANATION FOR RETURN OF ITEM: Only)(Below Space For City Clerk's Use RCA Author SEK x 5259