Okaloosa County BOCC — February 18, 2014 — Insituform Technologies 14-14

CONTRACT This agreement, executed in Crestview, Florida _ this day of 2014 between the County, of Okaloosa, Florida, the Owner, hereinafter called the Party of the First Part, and ti rm jeehho UL. or its successors, executors, administrators and assigns, hereinafter called the Party of the Second Part. WITNESSETH: That for and in consideration of payments, hereinafter mentioned, to be made by the Party of the First Part, the Party of the Second Part agrees to furnish alll equipment, machinery, tools and labor; to furnish and deliver all materials required to be furnished and delivered in and about the improvement and to do and perform all work relating to Bid # RD 14-14, Stormwater Pipe Rehabilitation Cured-In-Place Pipe in strict conformity with the provisions of this Contract, the Notice to Contractors, the Specifications approved by the Owner. The said Plans, Specifications, the Notice to Contractors, and the Proposal are hereby made a part of this agreement as fully and to the same effect as if the same had been set forth at length in the body of this agreement. In consideration of the foregoing promises, the Party of the First Part agrees to pay to the Party of the Second Part such unit prices for the work actually done as are set out in the accompanying proposal in the manner provided in the said Specifications. The Contractor/Consultant shall be prepared to begin work to be performed under the contract as he set forth in his proposal, but will not proceed until the Contract has been executed. This contract shall be in effect upon signatures by both parties and shall run through | the length of the project. This contract shall commence effective upon execution by both parties and extend through September 30, 2014 and may be renewed for two (2) additional 12 month periods if in agreement with both parties. The contract may be terminated by either partly without cause with 30 day written notice. REPRESENTATIVES: The authorized representative of the County shall be: Clay Simmons, P.E. 1759 S. Ferdon Blvd. Crestview FL 32536 850-689-5772 E-Mail: csimmons@co.okaloosa.fl.us The authorized representative for__| wer}udorm Fechrologies Ue shail be: Contracts: Diane Partridge, Contracting and Attesting Officer 17988 Edison Avenue Chesterfield, MO 63005 (636) 530-8000 Project Manager: Tad Powell (205) 281-2555 tpowell@insituform.com EMail: dpartridge@insituform.com All notices required by this agreement shall be in writing to the representative listed above with a courtesy copy to the following: Joanne Kublik Contracts & Leases Okaloosa County Purchasing Department 602-C North Pearl Street Crestview, FL 32536 850-689-5960 / 850-689-5032 (FAX) E-Mail: jkublik@co.okaloosa.fl.us IN WITNESS WHEREOF, the Chairman of the Board of County Commissioners, by authority vested in him, has hereunto subscribed his name on behalf of the County of Okaloosa, Florida, the Owner, and the said has hereto fixed his signature, the day and year above written. WITNESS: / Swine t” Dre ane Insituform Technologies, LLC Debra . Jasper, Contracting and Attesting Officer CONTRACTO BY Ke. ate iohe Diane Partridge Contracting and Attesting Officer TITLE STATE OF FLORIDA COUNTY OF OKALOOSA This contract is accepted this day of 2014 and is effective on the day of 2014, ATIEST: COUNTY OF OKALOOSA, FLORIDA BY Gary Stanford Charles K. Windes, Jr. Chairman Deputy Clerk of Court INSITUFORM TECHNOLOGIES, LLC Assistant Secretary’s Certificate The undersigned, being the Assistant Secretary of Insituform Technologies, LLC, a Delaware limited liability company, hereby certifies that: 1. The following is a true and correct excerpt from the Limited Liability Company Agreement of the Company: Appointments by the President. The President of the Company may from time to time appoint officers of the Company’s operating divisions, and such contracting and attesting officers of the Company as the President may deem proper, who shall have such authority, subject to the control of the Board of Managers, as the President may from time to time prescribe. 2. The President of the Company has, pursuant to the above authority, duly appointed H. Douglas Thomas, Vice President — Global Procurement/Operations Support, and has appointed Joann Smith, Denise L. Carroll, Debra Jasper, Jana Lause and Diane Partridge as Contracting and Attesting Officers of the Company. Each of the foregoing have been fully authorized and empowered by the President of the Company (i) to certify and to attest the signature of any officer of the Company, (ii) to enter into afid to bind the Company to perform pipeline rehabilitation activities of the Company and all matters related thereto, including the maintenance of one or more offices and facilities of the Company, (iii) to execute and to deliver documents on behalf of the Company, and (iv) to take such other action as is or may be necessary and appropriate to carry out the project, activities and work of the Company. IN WITNESS WHEREOF, I have hereunto affixed my name as Assistant Secretary this 1* day of January, 2014, INSITUFORM TECHNOLOGIES, LLC . — tf Th Tod O’Donogtitfe Assistant Secretary , we ACORD CERTIFICATE OF LIABILITY INSURANCE,,,,,, | “™imponr THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: /f the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Lockton rompanies LLC St Louis tal x Three City Place Drive, Suite 900 Ext): FA . St. Louis MO 63141-7081 7 in No: (314) 432-0500 ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : Liberty Mutual Fire Insurance Company (64) 23035 INSURED , netvtorm Technologies, LLC INSURER B : Liberty Insurance Corporation (64) 42404 1347989 17988 Edison Avenue ; Chesterfield MO 63005 WSURERC: INSURER D : LINSURER E: INSURER F : COVERAGES INSTE02 CERTIFICATE NUMBER: 12756073 REVISION NUMBER: XXXXXXX THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ADDL |SUBR OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below INSF TYPE OF INSURANCE ADDL |SUBR POLICY NUMBER MADD yy MKS) LIMITS A | GENERAL LIABILITY Y | N | TB2-641-004218-033 7/1/2013 | 7/1/2014 — [EACH OCCURRENCE s_ 2,000,000 X | commerciat GENERAL LIABILITY PREMISES (Es oettonce 350,000 A BROAD FORM PD/CONTRACTUAL 2 A CLAIMS-MADE| X | OCCUR PER PROJECT AGG. CAP $20M MED EXP (Any one person) _{s 10,000 |_X | Independt Contractor PERSONAL & ADV INJURY _|$ 2,000,000 |X |xcu GENERAL AGGREGATE $ 4,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - comP/oP AGG] $_ 4,000,000 pouicy! X | 58S Loc $ A | AUTOMOBILE LIABILITY Y | N | AS2-641-004218-023 7/1/2013 | 7/1/2014 |@QMBINED SINGLE LIMIT T 7 000,000 X | ANY AUTO BODILY INJURY (Per person) |$ KX XXXXKK ma ALL RWNED SCHBQULED BODILY INJURY (Per accident] $ KK XXXXX HIRED AUTOS AgToS NED COE AMAGE $ XXXXKXX $ XXXXXXX UMBRELLA LIAB OCCUR EACH OCCURRENCE § XXXXXXX | | EXCESS LIAB CLAIMS-MADE| NOT APPLICABLE AGGREGATE $ XXXXXXX DED RETENTION $ B | WORKERS COMPENSATION VIN N | wA7-64D-009004-443 7/1/2013 | 712014 [|X LWSSTAI] Orr B ] any PROPRIETOR/PARTNERIEXECUTIVE NIA WC7-641-0042 18-013 (wD 7/1/2013 7/1/2014 E.L. EACH ACCIDENT 3 1 000,000 E.L. DISEASE - EA EMPLOYEE $ 1 .000,000 E.L. DISEASE - POLICY LIMIT $ 1,000 000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES {Attach ACORD 101, Additional Remarks Schedule, if more space is required) RE: BID # RD 14-14, STORMWATER PIPE REHABILITATION CURED-IN-PLACE PIPE. OKALOOSA COUNTY IS ADDITIONAL INSURED UNDER GENERAL LIABILITY AND AUTOMOBILE LIABILITY AS REQUIRED BY WRITTEN CONTRACT, BUT ONLY WITH RESPECT TO LIABILITY ARISING OUT OF THE NAMED INSURED’S OPERATIONS. **SEE ATTACHED ENDORSEMENTS** CERTIFICATE HOLDER CANCELLATION See Attachment 12756073 OKALOOSA COUNTY 602-C NORTH PEARL STREET CRESTVIEW FL 32536 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ! ACORD 25 (2010/05) ©1988- ORD CORPORAMION. All rights reserved The ACORD name and Iogo are registered marks of ACORD Policy Number TB2-641-004218-033 Issued by LIBERTY MUTUAL FIRE INSURANCE COMPANY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY, NOTICE OF CANCELLATION TO THIRD PARTIES This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE PART MOTOR CARRIER COVERAGE PART GARAGE COVERAGE PART TRUCKERS COVERAGE PART EXCESS AUTOMOBILE LIABILITY INDEMNITY COVERAGE PART SELF-INSURED TRUCKER EXCESS LIABILITY COVERAGE PART COMMERCIAL GENERAL LIABILITY COVERAGE PART EXCESS COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART COMMERCIAL LIABILITY - UMBRELLA COVERAGE FORM Schedule Name of Other Person(s) / Email Address or mailing address: Number Days Notice: Organization(s): Per schedule on file with 60 company A. If we cancel this policy for any reason other than nonpayment of premium, we will notify the persons or organizations shown in the Schedule above. We will send notice to the email or mailing address listed above at least 10 days, or the number of days listed above, if any, before the cancellation becomes effective. In no event does the notice to the third party exceed the notice to the first named insured. B. This advance notification of a pending cancellation of coverage is intended as a courtesy only, Our failure to provide such advance notification will not extend the policy cancellation date nor negate cancellation of the policy. All other terms and conditions of this policy remain unchanged. LIM 99 01 05 11 © 2011 Liberty Mutual Group of Companies. All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office, inc., with its permission. Policy No: AS2-641-004218-023 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GARAGE COVERAGE FORM MOTOR CARRIER COVERAGE FORM TRUCKERS COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modi- fied by this endorsement. This endorsement identifies person(s) or organization(s) who are “insureds” under the Who Is An Insured Provi- sion of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form. SCHEDULE Name of Person(s) or Organization(s): Any person or organization whom you have agreed in writing to add as an additional insured, but only to coverage and miminum limits of insurance required by the written agreement, and in no event to exceed either the scope of coverage or the limits of insurance provided in this policy. For designated insured added under this policy, and where a written agreement requires the insured to provide liability insurance on a primary, excess, contingent, or any other basis, this policy will apply soley on the basis of such written agreement (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to the endorsement.) Each person or organization shown in the Schedule is an “insured” for Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured Provision contained in Section Il of the Coverage Form. Issued By: Liberty Mutual Fire Insurance Co. Effective Date: 07/01/2013 Expiration Date: 07/01/2014 Sales Office: 0442 CA 20 48 02 99 Copyright, Insurance Services Office, Inc., 1998 Page 1 of 1 NOTICE OF CANCELLATION TO THIRD PARTIES A. If we cancel this policy for any reason other than nonpayment of premium, we will notify the persons or organizations shown in the Schedule below. We will send notice to the email or mailing address listed below at least 10 days, or the number of days listed below, if any, before cancellation becomes effective. In no event does the notice to the third party exceed the notice to the first named insured. B. This advance notification of a pending cancellation of coverage is intended as a courtesy only. Our failure to provide such advance notification will not extend the policy cancellation date nor negate cancellation of the policy. Schedule Name of Other Person(s) / Email Address or mailing address: Number Days Notice: Organization(s): Per schedule on file with 60 company All other terms and conditions of this policy remain unchanged. Issued by Liberty insurance Corporation 21814 For attachment to Policy No. WA7-64D-009004-443 Effective Date 07/01/2013 Premium $ Issued to | Aegion Corporation WM 90 18 06 11 © 2011, Liberty Mutual Group. All Rights Reserved. Ed. 06/01/2011 Page 1 of 1 STORMWATER PIPE REHABILITATION Cured-In-Place Pipe BID #: RD 14-14 BID OPENS: December 4, 2013 @ 3:15 P.M. ee —— SSS Page | NOTICE TO BIDDERS Notice is hereby given that the Board of County Commissioners of Okaloosa County, FL, will accept sealed bids until 3:15 p.m. (local time) December 4, 2013, for Stormwater Pipe Rehabilitation. Pursuant to copies of bid provisions, bid forms, and specifications may be obtained from the Okaloosa County Purchasing Department, 602-C North Pearl Street, Crestview, FL 32536; 850-689-5960 or they may be downloaded from our website at www.co.okaloosa.fl.us (Departments, Purchasing, Vendor Registration & Opportunities). At 3:15 p.m. (local time), December 4, 2013, the bids will be opened and read aloud. All bids must be in sealed envelopes reflecting on the outside thereof the bidder's name and "Bid on Stormwater Pipe Rehabilitation to be opened at 3:05 p.m., December 4, 2013". The Board of County Commissioners will consider all bids properly submitted at its scheduled Bid Opening in the Conference & Training Room #305 located at 302 N. Wilson St, Crestview, FL 32536. Bids may be submitted in the Conference & Training Room #305, prior to Bid Opening or delivered to the Clerk of Circuit Court, 302 N. Wilson St., #203, Crestview, FL 32536. There is no obligation on the part of the County to award the bid to the lowest bidder, and the County reserves the right to award the bid to the bidder submitting a responsive bid with a resulting negotiated agreement which is most advantageous and in the best interest of Okaloosa County, and to waive any irregularity or technicality in bids received. Okaloosa County shall be the sole judge of the bid and the resulting negotiating agreement that is in its best interest and its decision shall be final. Any bidder failing to mark outside of envelope as set forth herein may not be entitled to have their bid considered. All bids should be addressed as follows: Clerk of Circuit Court Attn: Gary Stanford Newman C. Brackin Bldg. 302 N. Wilson St. #203 Crestview FL 32536 Richard L Brannon Date Purchasing Director BOARD OF COUNTY COMMISSIONERS OKALOOSA COUNTY Don R. Amunds Chairman Page 2 STORMWATER PIPE REHABILITATION Cured-In-Place Pipe SPECIFICATIONS 1. General — The intent of this specification is to provide a recommended set of guidelines for the reconstruction of pipelines and conduits through the use of cured-in-place pipe (CIPP). In this specification recommended references, prequalification requirements, materials, pre- and post installation inspection tests have been provided. The process generally consists of inserting a resin impregnated fabric tube into an existing pipe or conduit, expanding the tube against the existing pipe, and curing the tube to form a pipe within a pipe. The tube may be inserted into the pipe by direct inversion or pulling in place. Curing is accomplished by either circulating heated water or steam or ambient temperature air or water to affect the desired cure throughout the pipe from access point to access point. Although the Contractor may have an approved or licensed process, No material changes or design changes shall be undertaken unless approved by the Department specifying the project. 2. Time of Acceptance - No bid may be withdrawn until 60 days after bid opening date. Awarding will be made at the earliest possible date. 3. Bids are to be submitted for a period of time beginning upon completion of signatures by both parties through September 30, 2014. 4. Bid prices shall be firm for a minimum of 12 months, with price increases Upon approval annually during the life of the contract. 5. Materials to be provided under this solicitation shall comply with the following: ASTM F1216 - Standard Practice for rehabilitation of existing pipelines and conduits by the inversion and curing of aresin impregnated tube. ASTM F1743 - Standard practice for the rehabilitation of existing pipelines and conduits by the pulled-in-place installation of cured-in-place thermosetting resin pipe (CIPP). ASTM D5813 - Standard specification for cured-in-place thermosetting resin sewer pipe. Page 3 ——— ASTM C581 - Standard practice for determining chemical resistance of thermosetting resins used in glass fiber reinforced structures, intended for liquid service. ASTM D790 - Test methods for flexural properties of Unreinforced and reinforced plastics and electrical insulating materials. 6. Plans, drawing and profiles of lines to be rehabilitated are included, as available. Videotapes may also be available for review. It is the Contractor’s responsibility to visit the site and investigate the project, as necessary, for preparation of any proposal. 7. In the event of a conflict, documents shall have the following priorities: (1) Specifications for CIPP, (2) General conditions, (8) ASTM F1216, F1743, and D5813 {as appropriate). PREBID PREQUALIFICATION SUBMITTALS 8. Submittals shall be made according to the guidelines as required by the Okaloosa County Purchasing Department. a. Please provide a list of similar projects completed for municipalities within the last 3 years. Vendor should have demonstrable experience in pipe lining of no less than 250,000 linear feet of pipe lined in place. Resin 9. Submit technical data sheets showing physical properties of the products modified for the CIPP process. 10. Submit one year chemical resistance tests of flexural properties and weight change evaluations that have been carried out with the submitted resin(s}) and the fabric tube material(s) to be used on the project. The edges or surfaces of the test specimens shall not be sealed or coated unless it can be conclusively proven that these modifications can be successfully completed in the field and that these product modifications will remain intact throughout the expected life of the product. The chemicals evaluated should be consistent with those specified in ASTM F1216 and/or ASTM D5813. These tests shall be run in a manner consistent with ASTM C581 with flexural property and weight change data available at intervals of 1, 3, 6 and 12 months en Page 4 11. to establish a trend of product performance. Tests should be carried out by an accredited lab and preferably through an independent third party lab. At any point in the project, Okaloosa County may request dated certificates of analysis for each delivery of resin during the project to confirm that the specified resin is being used on the given project. Tube Materials 12. 13. Submit technical data sheets showing that the physical properties of the tube materials meet the requirements of ASTM D5813. Submit tabular summary of calculated sewer segment design thickness and recommended dry tube thickness for each installation. Dry tube thickness shall exceed calculated design thickness for all cases. Post-Installation Submittals 14, Submit pre-installation videos of the line segments being rehabilitated in a format specified by Okaloosa County Public Works (i.e. full pipe circumference, resolution, color, etc.). 15. Submit post-installation videos of the completed CIPP and reinstated laterals in a format specified by Okaloosa County Public Works. 16. Submit flexural property test data from an independent third party testing lab of each line segment installed. 17. Submit installed CIPP thickness measurements from an independent third party testing lab of each line segment installed. MATERIALS Flexible Tube 18. The flexible tube shall be manufactured and fabricated under quality controlled conditions set by the process manufacturer. The tube shall be manufactured of a size that when installed it will fit snuggly to the internal circumference of the pipe or conduit being rehabilitated and have minimal wrinkling. 19. The tube thickness shall also be specified such that the installed thickness meets the requirements of the bid specifications. 20. The tube length shall be manufactured such that it will soan the entire length of the access points. When the product is installed between manholes, the CIPP shall extend beyond and seal the end of each manhole. 21. The specified tube material shall have a minimum tensile strength in the longitudinal and transverse directions as specified in ASTM D5813. 22. Wall thickness design calculations must be submitted for each diameter of pipe to be rehabilitated with all qualified bids. Resin 23. Provide a liquid thermosetting resin that will properly saturate the tube without draining out and will produce a properly cured pipe, which is resistant to abrasion and the effluent passing through the CIPP. 24, The approved polyester resin shall be made by a “reaction of isophthalic/terathalic acid, maleic anhydride, and a glycol characterized by reactive unsaturation located along the molecular chain, or approved equivalent. This resin is compounded with a reactive styrene monomer and reacted together with initiators/oromoters to produce cross-linked copolymer matrices, or approved equivalent. 25. Use of recycled polyethylene terephthalic (PET) resins shall not be allowed. In addition, only branched glycol chemistry shall be allowed in the composition of the polyester resin, or aoproved equivalent. 26. The approved vinyl ester shall be made by a reaction of epoxy resin with methacrylic acid and characterized by reactive unsaturation located in terminal positions of the molecular chain. This resin is compounded with a reactive styrene monomer and reacted together with initiators/opromoters to produce cross- linked copolymer matrices, or approved equivalent. 27. The approved epoxy resin shall be made by a reaction of bisohenol A and epichlorhydrin producing glycidyl ether reactive sites at the terminal positions of the molecular chain, or approved equivalent. This resin is cross-linked with the reactive equivalent of a curing agent suitable for the CIPP process. Page 6 Minimum Physical Properties 28. The minimum physical properties of the installed CIPP shall meet the following requirements. Property Reference Minimum Flexural Modulus ASTM D790 250,000 psi Flexural Strength ASTM D790 4,500 psi PRE-INSTALLATION 29. After the contract is awarded and prior to commencing work, the Contractor will attend a pre-construction meeting with Okaloosa County Public Works. At the meeting it is recommended that the work schedule, traffic controls, materials and other submittals, major sub-contractors, by-pass pumping plan, and certificates of insurance be submitted at that time. 30. Prior to installation, the following activities are required: Receipt and approval of all required submittals Verification of line condition and any obstructions by video inspection Verification of existing connection to the pipe (in-flow and outflow}. Cleaning of the line (recorded by video). Construct and complete all point repairs deemed necessary in order to line the pipe. These shall receive approval from Okaloosa County Public Works prior to completion. oa2o059 TRAFFIC CONTROL 31. lf deemed necessary, a traffic control plan shall include detailed diagrams showing the location of all traffic control devices and the length of time for all lane closures, as well as location of any flaggers, as necessary. One lane of traffic in each direction must be maintained at all times, and local streets may only be closed with prior approval of the Traffic Engineer. 32. A written method of handling traffic for each different phase of the project shall be submitted and include both vehicular and pedestrian traffic. 33. The name and number of the Contractor representative responsible for traffic control shall be made available to solve traffic problems at each job site location. nt Page 7 PERMITS 34. Depending on the project and location, there may be a number of required permits that must be obtained prior to commencement of the work. An example of permits that might be required includes projects within State Highway right of ways, water permits, industrial waste permits, etc. PUMPING AND BY-PASS PUMPING 35. The contractor shall submit a written plan at the preconstruction conference outlining the by-pass pumping scheme. The plan shall describe in writing and with diagrams the logistics of by-passing each pipe segment to be rehabilitated. Typically the Contractor or Sub-Contractor will provide the pumps for a given project. The by-pass shall be designed to handle peak flows with additional capacity in the event of a rainstorm. The by-pass shall be watertight and not leak. The plan should address contingencies in the event of a major rainfall or equipment malfunction. CLEANING OF SEWER LINES 36. 37. 38. 39. The Contractor, when required, shall remove all internal debris out of the pipe prior to installing the CIPP. The Contractor shall be responsible for disposing of all the debris in accordance with Agency requirements. Any hazardous waste encountered during a project, unless otherwise specified, is considered a changed condition. Payments — The contractor shall be paid upon submission of invoices, in duplicate, to the Okaloosa County Board of Commissioners, Finance Department, 302 N. Wilson Street, RM 203, Crestview, FL 32536. The prices stipulated herein for articles delivered and accepted. Invoices must show the contract number. Term — The term of this bid shall be from completion of signatures by both parties to September 30, 2014 and may be renewed for two additional 12 month periods upon agreement in writing by both parties and upon advance notice of ninety (90) days. Material Acceptance - Delivery of material to Okaloosa Board of County Commissioners does not constitute acceptance for the purpose of payment. Final acceptance and authorization of payment shall be given only after a thorough inspection indicates that the material meets contract specifications and conditions as listed. Snould the delivered material differ in any respect from specifications, payment will be withheld until such time as the supplier takes necessary corrective action. The Purchasing Department shall be notified of the errr Page 8 deviation in writing within 10 days and the provisions of the delivery paragraph shall prevail. If the proposed corrective action is not acceptable to Okaloosa County, the final acceptance of the material shall remain the property of the supplier and the county shall not be liable for payment for any portion thereof. Page 9 BID PROPOSAL Stormwater Pipe Rehabilitation (County wide) Place: Okaloosa County Date: December 4 , 2013 Project: Stormwater Pipe Rehabilitation (County wide) Proposal No. Proposal by _Insituform Technologies, LLC (hereinafter called "Bidder’) Limited Liability Company *Q gexperetion, organized and existing under the laws of the State of _Delaware *q partnership, or an individual doing business as To the Board of County Commissioners, Okaloosa County, Florida (hereinafter called “Owner'’). 1. The undersigned Bidder proposes and agrees, if this bid is accepted, to enter into an agreement with OWNER in the form included in the contract documents to perform and furnish all work as specified or indicated in the contract documents for the bid price and within the bid times indicated in contract documents. 2. The Bidder accepts all of the terms and conditions of the advertisement or invitation to Bid and Special Bid Conditions, including, without limitation, those dealing with the disposition of bid security. This bid will remain subject to acceptance for one hundred twenty (120) days after the day of bid opening. The Bidder will sign and deliver the required number of counterparts of the agreement with the bonds, insurance, and other documents required by the bidding requirements within ten (10) days after the date of OWNER's Notice of Award. 3. In submitting this bid, the Bidder represents, as more fully set forth in the agreement, that: (a) The Bidder has examined and carefully studied the bidding documents and the following addenda receipt of all which is hereby acknowledged: {List addenda by Addendum Number and Date) (b} The Bidder has reviewed the bid documents and become familiar with and is satisfied as to the general, local and site conditions that affect cost, progress, performance, and furnishing of the material; (c) The Bidder is familiar with and is satisfied as to all Federal, State and local laws and regulations that affect cost, progress, performance and furnishing of the work; ({d) The Bidder is aware of the general nature of work to be performed by OWNER and others at the site that relates to work for which this bid is submitted as indicated in the contract documents. ————E——————————— IE EEEE—————EEEo=o=o=~o~Ee {e) The Bidder has correlated the information known to the Bidder, information and observations obtained from the contract documents. (f) The Bidder has given Engineer written notice of all conflicts, errors, ambiguities or discrepancies that the Bidder has discovered in the contract documents and the written resolution thereof by Engineer is acceptable to the Bidder, and the contract documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the materials for which this bid is submitted. The Bidder understands that there is no obligation on the part of the County to award the bid to the lowest Bidder and the County reserves the right to award the bid to the Bidder submitting a responsive bid with a resulting negotiated agreement which is most advantageous and in the best interest of Okaloosa County and to waive any irregularity or technicality in bids received. Okaloosa County shall be the sole judge of the bid and the resulting negotiated agreement that is in its best interest and its decision shall be final. The Bidder understands that the Board, in its absolute discretion, may reject any bid of a Bidder that has failed, in the opinion of the Board, to complete or perform an Okaloosa County contracted project in a timely fashion or has failed in any other way, in the opinion of the Board, to perform a prior contract in a satisfactory manner, and has directed the Okaloosa County Purchasing Director to emphasize this condition to potential Bidders. Terms used in this bid which are defined in the General Conditions or Special Bid Conditions will have the meaning indicated in the General Conditions or Special Bid Conditions. The Bidder agrees to provide all of the materials specified at the price shown on the following Bid Schedule: Page 11 BID SHEET BID #: RD 14-14 BID ITEM: Stormwater Pipe Rehabilitation BID PRICE Pipe Liner Bypass Spot Diameter Cleaning Thickness Pumping Repairs (In.) (If) Lining (if) (mm) (per day) (ea) 12 LAS | SOLE | ZA LIL. L0\ EF0O. 00 15 GoLe “to, ga| G.d TEt Op |7ZLO- a 18 [nee \4o.co| jv.F | Foo-e0 | Koda 21 (3.00 |S 700 | 7Z. PLS 700 IF0b 24 40.00 |E00-00 /3-S | P5600 |9te¢ vo 30 09.00 |7FFS OO fS” F500 -OO\| Otte 36 23,00 FPO 90 1/9. 5 |0C0 dd |ysto, 40 2H45 |fosp-ve 22-5 | 500.0) yavp.vca 42 Fh:0E0 Voges | 22... FT |5G00 -ePv525 oh 48 37-40 \|j276- ig \_ 2,7 6500 -of|/ | Minimum dollar amount that contractor is willing to mobilize tor Zz 5,000 - Ol! Remarks: ANTI-COLLUSION STATEMENT: The below signed bidder has not divulged to, discussed or compared his bid with other bidders and has not colluded with any other bidder or parties to bid whatever. (Note: No premiums, rebates, or gratuities permitted either with, prior to, or after any delivery of materials. Any such violation will result in the cancellation and/or return of material (as applicable) and the removal from bid list(s). Insituform Technologies, LLC Liane D bee Authorized Signature - Manual Bidder’s Company Name Diane Partridge Authorized Signature — Typed 17988 Edison Avenue Contracting and Attesting Officer Chesterfield, MO 63005 Address Title (636) 530-8000 (636) 530-8701 Phone # Fax # 13-3032158 dpartridge@insituform.com E-mail address Federal ID # or SS # ——E—————— EEE EEE rr Page |2 IF Bidder IS: A Corporation By Insituform Technologies, LLC (SEAL) (COMRSSKGHSH Name) Limited Liability Company Delaware (State of Incorporatio By bane "or oled Cr-— (SEAL) (Name of person authorized to sign) Diane Partridge Contracting and Attesting Officer (Title) (CORPORATE SEAL] ATTEST (DY (Secretary) Debra Jasper, Céntracting and Attesting Officer Date of Qualification to do business is ___ 5/15/98 Business Adaress: 17988 Edison Avenue, Chesterfield, MO 63005 A Partnership By N/A (Firm Name) (General Partner) Business Address: (SEAL) Phone No. A Joint Venture By N/A (SEAL) (Name) By (Name ) Phone number and address for receipt of official communications: (SEAL) (Each joint venturer must sign. The manner of signing for each individual, partnership and corporation that is a party to the joint venture should be in the manner indicated above.) | RG em nS ST TPE NAAN SE IC A TS ASSIS SENSE eee ree errr eee Ei Page 13 INSITUFORM TECHNOLOGIES, LLC Assistant Secretary’s Certificate The undersigned, being the Assistant Secretary of Insituform Technologies, LLC, a Delaware limited liability company, hereby certifies that: 1, The following is a true and correct excerpt from the Limited Liability Company Agreement of the Company: Appointments by the President. The President of the Company may from time to time appoint officers of the Company’s operating divisions, and such contracting and attesting officers of the Company as the President may deem proper, who shall have such authority, subject to the control of the Board of Managers, as the President may from time to time prescribe. The President of the Company has, pursuant to the above authority, duly appointed H. Douglas Thomas, Vice President — Global Procurement/Operations Support, and has appointed Joann Smith, Denise L. Carroll, Debra Jasper, Jana Lause and Diane Partridge as Contracting and Attesting Officers of the Company. Each of the foregoing have been fully authorized and empowered by the President of the Company (i) to certify and to attest the signature of any officer of the Company, (ii) to enter into and to bind the Company to perform pipeline rehabilitation activities of the Company and all matters related thereto, including the maintenance of one or more offices and facilities of the Company, (iii) to execute and to deliver documents on behalf of the Company, and (iv) to take such other action as is or may be necessary and appropriate to carry out the project, activities and work of the Company. IN WITNESS WHEREOF, | have hereunto affixed my name as Assistant Secretary this 22™ day of February, 2013. INSITUFORM TECHNOLOGIES, LLC » ME Tod O’Donoghtle Assistant Sec COMPANY DATA Bidder’s Company Name: Insituform Technologies, LLCThat's Physical Address : 17988 Edison Avenue Chesterfield, MO 63005 Contact Person (typed or printed) Diane Partridge, Contracting and Attesting Officer Phone Number: (636) 530-8000 Cellular Number: N/A Federal ID Number or SS Number: 13-3032158 Contractor's License No.: CGC061125 Fax Number: (636) 530-8701 Emergency Number After Hours: Tad Powell, P.M. (205) 281-2555 Emergency Number for Weekenas: Tad Powell, P.M. (205) 281-2555 Emergency Number for Holidays: Tad Powell, P.M. (205) 281-2555 Page 14 SPECIAL CONDITIONS Bid Price - The bid price shall include all equipment, labor, materials, permit(s), freight, taxes, required insurance, Public Liability, Property Damage and Workers' Compensation, etc., to cover the materials called for in the Bid Sheet. Applicable Laws and Regulations - The bidders attention is directed to the fact that all applicable state laws, county municipal ordinances, orders, rules and regulations of all authorities having jurisdiction over project shall apply to the bid throughout, and they will be deemed to be included in the contract the same as though they are written out in full herein. Bid Information — For information relating to bid specifications, contact Jack Allen at the Okaloosa County Purchasing Department, 602-C North Pearl St, Crestview FL 32536; 850-689- 5960. Right to Waive and Reject A. The Board, in its absolute discretion, may reject any proposal of a proposer that has failed, in the opinion of the Board, to complete or perform an Okaloosa County contracted project in a timely fashion or has failed in any other way, in the opinion of the Board, to perform a prior contract in a satisfactory manner, and has directed the Okaloosa County Purchasing Director to emphasize this condition to potential proposers. B. There is no obligation on the part of the County to award the proposal to the lowest proposer, and the County reserves the right to award the proposal to proposer submitting a responsive proposal with a resulting negotiated agreement which is most advantageous and in the best interest of Okaloosa county, and to reject any and all proposals or to waive any irregularity or technicality in proposals received. Okaloosa County shall be the sole judge of the proposal and the resulting negotiated agreement that is in its best interest and its decision shall be final. Cc. The Board of County Commissioners reserves the right to waive any informalities or reject any and all proposals, in whole or part, to utilize any applicable state contracts in lieu of or in addition to this proposal and to accept the proposal that in its judgment will best serve the interest of the County. D. The Board of County Commissioners specifically reserves the right to reject any conditional proposal and will normally reject those that made if impossible to determine the true amount of the proposal. Disqualification of Proposers - Any of the following reasons may be considered as sufficient for the disqualification of a proposer and the rejection of his proposal or proposals: A. More than one proposal for the same work from an individual, firm or corporation under the same or different name. B. Evidence that the proposer has a financial interest in the firm of another proposer for the same work. on Evidence of collusion among proposers. Participants in such collusion will receive no recognition as proposers for any future work of the County until such participant shall have been reinstated as a qualified proposer. D. Uncompleted work that in the judgment of the County might hinder or prevent the prompt completion of additional work if awarded. E. Failure to pay or satisfactorily settle all bills due for labor and material on former contracts in force aft the time of advertisement of proposals. F, Default under previous contract. G. The Board, in its absolute discretion, may reject any proposal of a proposer that has failed, in the opinion of the Board, to complete or perform an Okaloosa County contracted project in a timely fashion or has failed in any other way, in the opinion of the Board, to perform a prior contract in a satisfactory manner, and has directed the Okaloosa County Purchasing Director to emphasize this condition to potential proposers. 6. Conditional and Incomplete Bids - The Board of County Commissioners specifically reserves the right to reject any conditional bid and will normally reject those that make it impossible to determine the true amount of the bid. 7. Investigation of Bidder - The owner may make such investigations as he deems necessary to determine the stability of the bidder to perform the work and that there is no conflict of interest as it relates to the project. The bidder shall furnish to the owner any additional information and financial data for the purpose as the owner may request. The data shall include a detailed and up-to-date list of plant equipment and materials which bidder proposes to use, indicating which portions he already possesses and a detailed description of the method and program or work to be done. 8. Preparation of Bids - Bids must be submitted upon the prescribed forms provided herein. All blank spaces must be filled in as noted in ink or typed in both words and numbers with the amounts extended and totaled. No changes shall be made in phraseology of the form or in the items mentioned therein. In case of any discrepancy between the written amount and the figures, the written amounts shall govern. Any bid may be rejected which contains any omissions, erasures, alterations, additions, irregularities of any kind, or items not called for or which shall in any manner fail to conform to the conditions of published notice inviting bids. 9, Indemnification & Hold Harmless - To the fullest extent permitted by law, Contractor shall indemnify and hold harmless COUNTY, its officers and employees from liabilities, damages, losses, and costs including but not limited to reasonable attorney fees, to the extent caused by the negligence, recklessness, or intentional wrongful conduct of the Contractor and other persons employed or utilized by the Contractor in the performance of this contract 10. Conflict of Interest - The award hereunder is subject to the provisions of Chapter 112, Florida Statutes. All resoondents must disclose with their proposal the name of any officer, director, rr Page 16 or agent who is also a public officer or an employee of the Okaloosa Board of County Commissioners, or any of its' agencies. Furthermore, all resoondents must disclose the name of any County officer or employee who owns, directly or indirectly, an interest of five percent (5%) or more in the firm or any of ifs branches. Furthermore, the official, prior to or at the time of submission of the proposal, must file a statement with the Clerk of Circuit Court of Okaloosa County if he is an officer or employee of the County, disclosing his or spouses or child's interest and the nature of the intended business. Note: For bidder's convenience, this certification form is enclosed and is made a part of the bid package. 11. Identical Tie Proposal - Preference shall be given to businesses with drug-free workplace programs. Whenever two or more proposals that are equal with respect to price, quality and service are received by the County for the procurement of commodities or contractual services, a proposal received from a business that certifies that it has implemented a drug- free workplace program shall be given preference in the award process (see attached certification form). Established procedures for processing tie proposals will be followed if none of the tied vendors have a drug-free workplace program. Note: For bidder's convenience, this certification form is enclosed and is made a part of the bid package. 12. Local Preference - Okaloosa County reserves the right to grant a preference to in-county bidders only when bids are received from firms located in states, counties, municipalities or other political subdivisions which offer preference to bidders located in such political subdivisions. The amount of preference given to local bidders will be the same as that given by the state, county, municipality or other political subdivisions in which a bidder is located. If the political subdivision in which a bidder is located offers a preference to its local firms, that bidder must plainly state the extent of such preference to include the amount and type preference offered. Any bidder failing to indicate such preference will be removed from the County bid list and any all bids from that firm will be rejected. Note: For bidder's convenience, this certification form is enclosed and is made a part of the bid package. 13. Recycled Content Information - In support of the Florida Waste Management Law, bidders are encouraged to supply with their bid any information available regarding recycled material content in the products bid. The County is particularly interested in the type of recycled material used (such as paper, plastic, glass, metal, etc.) and the percentage of recycled material contained in the product. The County also requests information regarding any known or potential material content in the product that may be extracted and recycled after the product has served its intended purpose. Note: For bidder's convenience, this certification form is enclosed and is made a part of the bid package. Pe Page 17 15. 16. 17. 18. 19. Public Entity Crime Information - A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid ona contract to provide any goods or services to a public entity, may not submit a bid on a contract with a public entity for the construction or repair of a public building or public work, may not submit bids on leases of real property to a public entity, may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity, and may not transact business with any public entity in excess of the threshold amount provided in Section 287.017, for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list. Discrimination - An entity or affiliate wno has been placed on the discriminatory vendor list may not submit a bid on a contract to provide goods or services to a public entity, may not submit a bid on a contract with a public entity for the construction or repair of a public building or public work, may not submit bids on leases of real property to a public entity, may not award or perform work as a contractor, supplier, subcontractor, or consultant under contract with any public entity, and may not transact business with any public entity. Authority to Piggyback - Ail bidders submitting a response to this Invitation to Bid agree that such response also constitutes a bid to all governmental agencies under the same conditions, for the same contract price, and for the same effective period as this bid, should the bidder feel it is in their best interest to do so. Each governmental agency desiring to accept these bids and make an award thereof shall do so independently of any other governmental agency. Each agency shall be responsible for its own purchases and each shall be liable only for materials and/or services ordered and received by it, and no agency assumes any liability by virtue of this bid. This agreement in no way restricts or interferes with the right of any governmental agency to bid any or all items. Bid Opening Information - Bid Opening shall be public, on the date and time specified on the bid form. It is the bidder's responsibility to assure that his bid is delivered at the proper time and place. Offers by telegram, facsimile, or telephone are NOT acceptable. NOTE: Crestview, Florida is "not a next day guaranteed delivery location" by delivery services. Payments — The contractor shall be paid upon submission of invoices, in duplicate to the Okaloosa County Public Works Dept, 1759 S. Ferdon Blvd, Crestview FL 32536; Attn: Clay Simmons. The invoices must conform to the prices stipulated herein for articles delivered and accepted. Invoices must show Contract #. Protection of Resident Workers — The Okaloosa County Board of County Commissioners actively supports the Immigration & Nationality Act (INA) which includes provisions addressing employment eligibility, employment verification, and nondiscrimination. Under the INA, employers may hire only persons who may legally work in the United States, (i.e., citizens and nationals of the U.S.) and aliens authorized to work in the U. S. the employer must verify the identity and employment eligibility of anyone to be hired, which includes completing the Employment Eligibility Verification. The contractor shall establish appropriate procedures and controls so no services or products under the contract documents will be performed or manufactured by any worker who is not legally eligible to perform such services or employment. Okaloosa County reserves the right to request documentation showing compliance with the requirement. Page 18 20. No Contact Clause - The Okaloosa County Board of County Commissioners have established a solicitation silence policy (No Contact Clause) that prohibits oral and written Communication regarding all formal solicitations for goods and services (formal bids, Request for Proposals, Requests for Qualifications) issued by the Board through the County Purchasing Department. The period commences when the procurement document is received and terminates when the Board of County Commissioners approves an award. “NO CONTACT CLAUSE” The Okaloosa County Board of County Commissioners have established a solicitation silence policy (No Contact Clause) that prohibits oral and written communication regarding all formal solicitations for goods and services (formal bids, Request for Proposals, Requests for Qualifications) issued by the Board through the County Purchasing Department. The period commences when the procurement document is received and terminates when the Board of County Commissioners approves an award. When the solicitation silence period is in effect, no oral or written Communication is allowed regarding the solicitation between prospective bidders/proposers and members of the Board of County Commissioners, the County Administrator or members of the Board Approved Review Committee. All questions or requests for information regarding the solicitation must be directed to the designated Purchasing Representative listed in the solicitation. Any information thought to affect the committee or staff recommendation submitted after bids are due, should be directed to the Purchasing Director or his appointed representative. It shall be the Purchasing Director's decision whether to consider this information in the decision process. Any attempt by a vendor/proposer to influence a member or members of the aforementioned shall be grounds to disqualify the proposer from consideration during the selection process. All proposers must agree to comply with this policy by signing the following statement and including it with their submittal. hla the es — representing Insituform Technologies, LLC Signature Diane Partridge Company Name Contracting and attest’ ing Officer Hereby agree to abide by the County’s “No Contact Clause” and understand violation of this policy shall result in disqualification of my proposal/submittal. INSURANCE REQUIREMENTS Contractor's Insurance A. The CONTRACTOR shall not commence any work in connection with this Agreement until he has obtained all required insurance and such insurance has been approved by the Okaloosa County Risk Management Director. B. All insurance policies shall be with insurers licensed to do business in the State of Florida, and any insuring company is required to have a minimum rating of A, Class X in the Best Key Rating Guide published A. M. Best & Co., Inc. C. All insurance shall include the interest of all entities names in and its respective agenis, consultants, servants and employees of each and all other interests as may be reasonably required by Okaloosa County as Additional Insured. The coverage afforded the Additional Insured under this policy shall be primary insurance. If the Additional Insured have other insurance that is applicable to the loss, such other insurance shall be on an excess or contingent basis. The amount of the company's liability under this policy shall not be reduced by the existence of such other insurance. D. The County of Okaloosa shall be listed as Additional Insured by policy endorsement on all insurance contracts applicable to this Agreement except Workers’ Compensation and Professional Liability. E. The County of Okaloosa shail be furnished proof of coverage by certificates of insurance (COl) and endorsements for every applicable insurance contract required by this Agreement. The COl's and policy endorsements must be delivered to the County Representative not less than ten (10) days prior to the commencement of any and all contractual agreements between the County of Okaloosa and the CONTRACTOR. F. The County shall retain the right to reject all insurance contracts that do not meet the requirement of this Agreement. Further, the County reserves the right to change these insurance requirements with 60-day notice to the CONTRACTOR. G. The insurance definition of Insured or Additional Insured shall include Subcontractor, Sub-subcontractor, and any associated or subsidiary companies of the CONTRACTOR, which are involved, and which is a part of the contract. H. The County reserves the right at any time to require the CONTRACTOR to provide certified copies of any insurance policies to document the insurance coverage specified in this Agreement. I. The designation of CONTRACTOR shall include any associated or subsidiary company which is involved and is a part of the contract and such, if any associated or subsidiary company involved in the project must be named in the Workers’ Compensation coverage. J. All policies shall be written so that the County will be notified of cancellation or restrictive amendments at least thirty (30) days prior to the effective date of such —>E>—>—E—————— EEE Page 21 cancellation or amendment. Such notice shall be given directly to the County Representative. Workers’ Compensation Insurance 1. The CONTRACTOR shall secure and maintain during the life of this agreement Workers’ Compensation insurance for all of his employees employed for the project or any site connected with the work, including supervision, administration or management, of this project and in case any work is sublet, with the approval of the County of Okaloosa, the CONTRACTOR shall require the Subcontractor similarly to provide Workers’ Compensation insurance for all employees employed at the site of the project, and such evidence of insurance shall be furnished the County of Okaloosa not less than ten (10) days prior to the commencement of any and all subcontractual agreements which have been approved by the County of Okaloosa. Such insurance shall comply with the Florida Workers’ Compensation Law. No class of employee, including the CONTRACTOR himself, shall be excluded from the Workers’ Compensation insurance coverage. The Workers’ Compensation insurance shall also include Employer's Liability coverage. Business Automobile and Commercial General Liability Insurance 1. The CONTRACTOR shall maintain Business Automobile Liability insurance coverage throughout the life of this Agreement. The insurance shall include Owned, Non- owned & Hired Motor Vehicle coverage. The CONTRACTOR shall carry other Commercial General Liability insurance against all other Bodily Injury, Property Damage and Personal and Advertising Injury exposures. The coverage shall include both On-and Off-Premises Operations, Contractual Liability, Board Form Property Damage, and Professional Liability. All liability insurance (other than Professional Liability) shall be written on an occurrence basis and shall not be written on a claim-made basis. if the insurance is issued with an aggregate limit of liability, the aggregate limit of liability shall apply only to the locations included in this Agreement. If, as the result of any claims or other reasons, the available limits of insurance reduce to less than those stated in the Limits of Liability, the CONTRACTOR shall notify the County representative in writing. The CONTRACTOR shall purchase additional liability insurance to maintain the requirements established in this Agreement. Umbrella or Excess Liability insurance can be purchased to meet the Limits of Liability specified in this Agreement. Commercial General Liability coverage shall be endorsed to include the following: 1.) Premises — Operation Liability 2.) Occurrence Bodily Injury and Property Damage Liability Page 22 3.) Independent Contractor's Liability 4.) Completed Operations and Products Liability 5. CONTRACTOR shall agree to keep in continuous force Commercial General Liability coverage including Completed Operations and Products Liability for two (2) years beyond acceptance of project. Limits of Liability The insurance required shall be written for not less than the following, or greater if required by law and shall include Employer's liability with limits as prescribed in this contract: LIMIT A. Worker's Compensation 1.) State Statutory 2.) Employer's Liability $1,000,000 each accident B. Business Automobile & Commercial $1,000,000 each occurrence General Liability Insurance (A combined single limit) C. Personal and Advertising Injury $250,000 Notice of Claims or Litigation The CONTRACTOR agrees to report any incident or claim that results from performance of this Agreement. The County representative shall receive written notice in the form of a detailed written report describing the incident or claim within ten (10) days of the CONTRACTOR’s knowledge. In the event such incident or claim involves injury and/or property damage to a third party, verbal notification shall be given the same day the CONTRACTOR becomes aware of the incident or claim followed by a written detailed report within ten (10) days of verbal notification. indemnification & Hold Harmless To the fullest extent permitted by law, CONTRACTOR shall indemnify and hold harmless COUNTY, its officers and employees from liabilities, damages, losses, and costs including but not limited to reasonable attorney fees, to the extent caused by the negligence, recklessness, or intentional wrongful conduct of the CONTRACTOR and other persons employed or utilized by the CONTRACTOR in the performance of this contract. Certificate of Insurance A. Certificates of insurance, in duplicate, indicating the job site and evidencing all required coverage must be submitted to and approved by Okaloosa County prior to the commencement of any of the work. The certificate holder(s) shall be as follows: Okaloosa County 602-C North Pearl Street Crestview, Florida 32536 B. All policies shall expressly require 30 days written notice to Okaloosa County at the Page 23 address set out above, or the cancellations of material alterations of such policies, and the Certificates of Insurance, shall so provide. C. All certificates shall be subject to Okaloosa County’s approval of adequacy of protection and the satisfactory character of the Insurer. County reserves the right to approve or reject all deductible/SIR above $10,000. D. The Certificates of Insurance shall disclose any and all deductibles or self-insured retentions (SIRs). County requests that all deductibles or SIRs be no greater than $10,000. However, CONTRACTORS having insurance with higher deductibles may submit a bid without penalty reflecting the pricing for their deductible provided that CONTRACTOR also submits a brief company financial statement. E. All deductibles or SIRs, whether approved by Okaloosa County or not, shall be the CONTRACTOR’s full responsibility. In particular, the CONTRACTOR shall afford full coverage as specified herein to entities listed as Additional Insured. F. In no way will the entities listed as Additional Insured be responsible for, pay for, be damaged by, or limited to coverage required by this schedule due to the existence of a deductible or SIR. Specific written approval from Okaloosa County will only be provided upon demonsiration that the CONTRACTOR has the financial capability and funds necessary to cover the responsibilities incurred as a result of the deductible or SIR. G. In the event of failure of the CONTRACTOR to furnish and maintain said insurance and to furnish satisfactory evidence thereof, Okaloosa County shall have the right (but not the obligation) to take out and maintain insurance on the project. All costs for the coverage will be paid by CONTRACTOR upon presentation of a bill. General Terms Any type of insurance or increase of limits of liability not described above which the CONTRACTOR required for its own protection or on account of statute shall be its own responsibility and at its own expense. The carrying of the insurance described shall in no way be interpreted as relieving the CONTRACTOR of any responsibility under this contract. Should the CONTRACTOR engage a subcontractor or sub-subcontractor, the same conditions will apply under _ this agreement to each subcontractor and sub- subcontractor. The CONTRACTOR hereby waives all rights of subrogation against Okaloosa County and its Consultants and other indemnities of the CONTRACTOR under all the foregoing policies of insurance. Umbrella Insurance The CONTRACTOR shall have the right to meet the liability insurance requirements with the purchase of an umbrella insurance policy. In all instances, the combination of primary and umbrella liability coverage must equal or exceed the minimum liability insurance limits stated in this agreement. Page 24 E-VERIFY COMPLIANCE CERTIFICATION In accordance with Okaloosa County Policy and Executive Order Number 11-116 from the office of the Governor of the State of Florida, Bidder hereby certifies that the U.S. Department of Homeland Security's E-Verify system will be used to verify the employment eligibility of all new employees hired by the contractor during the contract term, and shall expressly require any subcontractors performing work or providing services pursuant to the contract to likewise utilize the U.S. Department of Homeland Security's E-Verify system to verify the employment eligibility of all new employees hired by the subcontractor during the contract term; and shall provide documentation of such verification to the OWNER Upon request. As the person authorized to sign this statement, | certify that this company complies/will comply fully with the above requirements. DATE: December 4, 2013 SIGNATURE: taal Poa COMPANY: Insituform Technologies, LLC NAME: Diane Partridge (Typed or Printed) ADDRESS: 17988 Edison Avenue TITLE: Contracting and Attesting Officer Chesterfield, MO 63005 E-MAIL: dpartridge@insituform.com PHONE NO.: (636) 530-8000 re Page 25 INDEMNIFICATION AND HOLD HARMLESS To the fullest extent permitted by law, CONTRACTOR shall indemnify and hold harmless COUNTY, its officers and employees from liabilities, damages, losses, and costs including but not limited to reasonable attorney fees, to the extent caused by the negligence, recklessness, or intentional wrongful conduct of the CONTRACTOR and other persons employed or utilized by the CONTRACTOR in the performance of this Agreement. Insituform Technologies, LLC Bidder’s Company Name 17988 Edison Avenue Chesterfield, MO 63005 Physical Address 17988 Edison Avenue Chesterfield, MO 63005 Mailing Address (636) 530-8000 Phone Number N/A Cellular Number December 4, 2013 Authorized Signature — Manu) Diane Partridge Authorized Signature — Typed Contracting and Attesting Officer Title (636) 530-8701 FAX Number Tad Powell, P.M. (205) 281-2555 DATE After-Hours Number(s) Page 26 CONFLICT OF INTEREST DISCLOSURE FORM For purposes of determining any possible conflict of interest, alll bidders/proposers, must disclose if any Okaloosa Board of County Commissioner, employee(s), elected Officials(s), of if any of its agencies is also an owner, corporate officer, agency, employee, etc., of their business. Indicate either “yes” (a county employee, elected official, or agency is also associated with your business), or “no”. If yes, give person(s) name(s) and position(s) with your business. YES NO__ xX NAME(S) POSITION(S) FIRM NAME: Insituform Technologies, LLC BY (PRINTED): Diane Partridge ~ BY (SIGNATURE): Lbianc Sindy Age TITLE: Contracting and Attesting Officer ADDRESS: 17988 Edison Avenue Chesterfield, MO 63005 PHONE NO. (636) 530-8000 ee Page 27 DRUG-FREE WORKPLACE CERTIFICATION THE BELOW SIGNED BIDDER CERTIFIES that it has implemented a drug-free workplace program. In order to have a drug-free workplace program, a business shall: 1. Publish a statement notifying employees that the unlawful manufacture, distribution, dispensing, possession, or use of a controlled substance is prohibited in the workplace and specifying the actions that will be taken against employees for violations of such prohibition. 2. Inform employees about the dangers of drug abuse in the workplace, the business's policy of maintaining a drug-free workplace, any available drug counseling, rehabilitation and employee assistance programs, and the penalties that may be imposed upon employees for drug abuse violations. 3. Give each employee engaged in providing the commodities or contractual services that are under quote a copy of the statement specified in subsection 1. 4. In the statement specified in subsection 1, notify the employees that, as a condition of working on the commodities or contractual services that are under quote, the employee will abide by the terms of the statement and will notify the employer of any conviction of, or plea of guilty or nolo contendere to, any violation of Chapter 893 or of any controlled substance law of the United States or any state, for a violation occurring in the workplace no later than five (5) days after such conviction. 5. Impose a sanction on, or require the satisfactory participation in, drug abuse assistance or rehabilitation program if such is available in employee's community, by any employee who is convicted. 6. Make a good faith effort to continue to maintain a drug-free workplace through implementation of this section. As the person authorized to sign this statement, | certify that this firm complies fully with the above requirements. ~ DATE: December 4, 2013 SIGNATURE: LVeapre f A f~ COMPANY: Insituform Technologies, LLC NAME; Diane Partridge (Typed or Printed) ADDRESS: 17988 Edison Avenue TITLE; Contracting and Attesting Officer Chesterfield, MO 63005 E-MAIL: dpartridge@insituform.com PHONE NO.: (636) 530-8000 Page 28 RECYCLED CONTENT FORM 1. ls the material in the above: Virgin__X or Recycled (Check the applicable blank). if recycled, what percentage %. Product Description: _A new Cured-in-Place (CIPP), Insitupipe using fluid or air pressure to install a flexible felt tube saturated with a liquid thermosetting resin. The water is then heated, or steam introduced to harden the resin. the process results in a continuous tight-fitting plastic pipe. 2. Ils your product packaged and/or shipped in material containing recycled content? Yes No x Specify: 3. Is your product recyclable after it has reached its intended end use? Yes No__ x Specify: The above is not applicable if there is only a personal service involved with no product involvement. Name of Bidder: Insituform Technologies, LLC LOCAL PREFERENCE DATA SHEET Okaloosa County grants a preference to in-county bidders only when bids are received from firms located in states, municipalities or other political subdivisions which offer preference to bidders located in such political subdivisions. The amount of preference given to local bidders will be the same as that given by the state, county, municipality or other political subdivisions in which the out-of-county bidder is located. If the political subdivision in which a bidder is located offers a preference to its local firms, that bidder must plainly state the extent of such preference to include the amount and type preference offered. Any bidder failing to indicate such preference will be removed from the County bid list and any and all bids from that firm will be rejected. Does the state, county, municipality or political subdivision in which your firm is located offer a preference to their local bidders2 If “YES,” list below the extend of such preference. (If your firm is located in Okaloosa County, you will check “YES"-reciprocal only.) YES NO Xx If yes, you must identify how you confirmed this information or who you spoke with within your area of business location below: ——— - (sf / ¢ Insituform Technologies, LLC a nual Bidder’s Company Name Authorized Signature — Ma Diane Partridge Contracting and Attesting Officer Printed Name December 4, 2013 Date Page 30 LIST OF SUBCONTRACTORS The BIDDER expressly agrees that: 1. If awarded the contract as a result of the proposal, the subcontractors used in the prosecution of the work will be those listed below. 2, The following list includes all subcontractors who will perform work on this project. 3s The subcontractors listed below are financially responsible and are qualified to do the work required. 4. Use of any of the subcontractors is subject to the approval of the County and Engineer. CATEGORY NAME OF SUBCONTRACTOR ADDRESS ; _ | aoe) West E-45 Seavitd FM. Vv. CLEAN AND cor | Sovth SNousTR al Seog M6BIE PL. bb) 2195 wesTonte Prekulay JpOT Repaias |Riawkenshys (out ReacTNg DoTHAN AL. 26% Insituform Technologies, LLC be a: < Abts CONTRACTOR'S NAME AUTHORIZED SIGNATURE Diane Partridge Contracting and Attesting Officer TITLE Page 31 >, STATE OF FLORIDA : \ DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION 25) CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 HOWTON, RICHARD TAYLOR INSITUFORM TECHNOLOGIES LLC 1860 FREEMAN PARKWAY MABELTON GA 30126 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida’s economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www. myfloridalicense.com. : There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. ‘ Our mission at the Departmentis: License Efficiently, Regulate Fairly. We. constantly strive to serve you better so that you can serve your customers. . Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE . SEQ# 112070301059 INSITUFORM: THCHNOLOGT: 17988 EDISON AVENUE” CHESTERFIELD KEN LAWSON SECRETARY FE January 18, 2012 BECKY PEIRCE CSC ; TALLAHASSEE, FL Qualification documents for INSITUFORM TECHNOLOGIES, LLC were filed on January 18, 2012, and assigned document number M12000000304. Please refer to this number whenever corresponding with this office. Your limited liability company is authorized to transact business in Florida as of the file date.. To mainiain "active" status with the Division of Corporations, an annual report must be filed yearly between January ist and May ist beginning in the year following the file daie or effective date indicated above. ff the annual report is not filed by May isi, a $400 late fee will be added. A Federal Employer Identification Number (FEI/EIN) will be required when this report is filed. Contact the IRS at 1-800-829-4933 for an SS-4 form or go to www.irs.gov. , Please notify this office if the limited liability company address changes. Should you have any questions regarding this maiter, please contact this office at the address given below. Buck Kohr Regulatory Specialist ll Regisiration/Qualification Section Division of Corporations Letier Number: 712A00001262 Account number: 120000000195 Amount charged: 125,00 www.sunbiz.org Division of Corporations - £.0, BOX 6327 -Tallahassee, Morida $2314 TRANSACTE HUSINES J oT <LORDA- IN COMPLIANCE WITTE SECTION 608503, RLORIDA STATUTES THE FOLLOWING IS SURMITTED TO REGISTER A FOREIGN a LIMITED LIA BIL Y COMPANY TO TRANSACT BUSINESS IN THE STATE OF FLORIDA: j, INSITUFORM TECHNOLOGEES, LLC (Name of Foreign Limited Liability Company; must iicInds “Limited Liability Company,” "L.L.C,” or “LEC (fname unavailable, enter alternate name adopted for the purpose of transacting business in Florida and attach a copy of the written consent of the managers or managing members adopting the alternate name. The altemate name must include “Limited Liability Company,” “L.L.C,” “LLC.”} 2,_DE . (Jurisdiction under the law of which foreign limited Mability (FEI nwuher, if applicable) conapany is organized) 4, 03/27/1980 5. Perpetual (Date of Organization) (Duration: ‘Year limited i Mabilty company will cease ta exist or “perpetual”) 6, Upon Filing (Date first transacted business in Florida, if prior to registration.) (See sections 608.501 & 608.502 F.S, to determine penalty lability) 7, 17988 Edison Ave, Chesterfield MO 63005 (Street Address of Principal Office) 8. If limited liability company is a manager-managed company, check here 9. The namie and usual business addresses of the managing members or managers are as follows: Joe Burgess 17988 Edison Ave. Chesterfield MO 63005 Dayid Martin 17988 Edison Ave. Chesterfield MO 63005 David F, Morris 17988 Edison Ave. Chesterfield MO 63005 10, Attached isan ciginal cevitficate of existence, no more than 90 days old, duly authenticated by the official haying custody ofrecords in the jurisdiction. unda the law of which itis onganized. (A. photocopy isnot acceptable. TEthe ontificae isin a foreign langage, a translation ofthe certificate under cath ofthe translater mast be submitted) 11. Nature of business or purposes to be conducted or promoted in Florida: Any la lawful business, PUIpese OF 2 activity. OU Ono “4 Signature of a member or an authorized representative of a member. (tn accordance with section 608.408(3), F.S_, the execution of this docnment conslitttes an affirmation mder the penalties of perjury that the facts siated herein are tue I am aware that eny false information submitted in a document io ihe Department of State constitutes a third degree felony as provided f for in 5.817.155, F.S.) David F. Moris, Manager Typed or orinted name of signee CERTIFICATE OF DESIGNATION Off¢ REGISTERED AGENT/REGISTERED OFFICE PURSUANT TO THE PROVISIONS OF SECTION 608.415 or 608.507, FLORIDA STATUTES, THE UNDERSIGNED LIMITED LIABILITY COMPANY SUBMITS THE FOLLOWING STATEMENT TO DESIGNATE A REGISTERED OFFICE AND REGISTERED AGENT IN THE STATE OF FLORIDA, . 1. The name of the Limited Liability Company is: Insituform Technologies, LLC Ifunavailable, the alternate to be used in the state of Florida is: 2. The name and the Florida street address of the registered agent and office are: Corporation Service Company (Name) 1201 Hays Street Florida Street Address (P.O. Box NOT ACCEPTABLE) Tallahassee ry, 32301 Cily/State/Zip Having been named as registered Agent ATi 10 GCCepE SEFVICE Of PrOCESS JOF ThE above siaed ionied: liability company at the place designated in this certificate, I hereby accept the appointment as registered agent and agree to act in this capacity. I further agree to comply with the provisions of all statutes relating to the proper gnd complete performance of my duties, and f am feamiliar with and accept the obligations of my Dositlon as registered ageni\as provided for in Chapter 608, Florida Statutes. Corporation Service Co By. \((Signature) Dawn Frantz, Assistant Secretary $160.00 Hiling Fee for Application § 25.00 Designation of Registered Agent $ 30.00 Certified Copy (optional) 3 3.60 Certificate of Sietus (optional) i, JEEEREY W. BULLOCK, SECRETARY OF STATE OF THE STATE OF DELAWARE, DO HEREBY CERTIFY "INSITUFORM TECHNOLOGIES, ELC" TS DULY FORMED UNDER THE LAWS OF THE STATE OF DELAWARE AND Ig Ty GOOD STANDING AND HAS A LEGAL EXISTENCE SO FAR AS THE RECORDS OF THES OFFICE SHOW, AS O38 THE SEVENTEENTH DAY OF JANUARY, A.D. 2042. AND I DO HEREBY FURTHER CERTIFY THAT THE SAID "INSITUFORM TECHNOLOGIES, LEC" WAS FORMED ON THE peaks Can ae Jeffrey W Bullock, Secretary of State AUTHEH TERCADT. ON: 9301204 ch be Np DELAWARE DO HEREBY CHRT iY THAT THE ATTACHED ITs a ERUE ANF * ORREOT copy Bm iPiesae RRP ETA iT * Parte CORRECT COPY OF TuE CERTIFICATE OF CONVERSION OF A DELAWARR CORPORATION UNDER THR ATA 4h OB “INSITUFORIM THCE NOROGIBRS “FNC " oaO THCHE GIS, ING." ¥ A DELAWARE LIMITE BIABTLTTY COMPANY, CHANGING TVS Nana FROM ‘af 4 eee etd 5 ¥i a [x You may ve, at coxp.de State of Dad aware Secretary of Stata Vision of Corporations vexed 17:40 AM 12/30/2011 LED 11:28 aM 12/30/2017 ITL358499 - 0889565 FIER Di Be is 5 a) f t by Fie SPY mon i cA at a etal =| © 12 mS » LAWARE 120 CONYE / BRSION ‘ORPOR ATION TC A ' if t = 3 tok — 2g > ey ey > LIMITED LIABILITY COMPANY PURSUANT TO SECTION 18-214 OF THE LIMITED LIABILITY COMPANY ACT 1} | The jurisdiction whete the Corporation first formed is Delaware, 2.) Thejurisdiction immediately prior to filing this Cestificate is Delawere, 3.) The date the Corporation fixst formed is March 27, 1980, 4.) The name of the Coiporation immediately prior to filing this Certificate js tusitaform Technologies, Ino, 5.) The name of the Limited Liability Company as set forth in the Catificate of Formation is Insitefomm Technologies, LLC, 6.) The effective time of the conversion shall be 11:58 pom. EST on December 31, 2011. IN WITNESS WHEREOF, the undersigned has executed this Certificate on the 27" day of December, 2011. INSTYUFORM TECHNOLOGIES, INC. r Le pul LI vam "a sprit 4 Al Greet Assistant Secretary i, JEFFREY WB JELOCK, SHCRETARY oF STATE OF THE sTare op / ) : KISS Sa \ <n! Ww. auibae ‘Secretary of State — SS TNT CCA ATELOM: 9244043 State of Delaware _ cecretary of Stats Division of Corporations ced 11:40 Ail 12/30/2011 11:28 au 12/30/9011 GRY LLIS5549B — 0889565 FILE “I TY COMPANY CERTIPECATE of FORMATION ® Bist: The name of this limiied liability company is Insitutom Techaglogies, Delaware is ® Second: The address of its registered office in the State of t Center, 1209 Orange Street in the City of Wilmington, Corporation T Delaware 1980 The name of ifs registered agent at such address is The Corporation Trust Company. eo ‘Vhirds This filing shall be effective 11:58 pm. EST on December 31 2011. IN WIENESS WHEREON, the undersigned has executed this Certificate on the 27" day of December, 2011. Jrct lh. Lo _ April A! Greer Organizer owns - fe ah on ei Sows ren sey Sm te fi ay sz Go = 2 wt Aotae Tae ~ vay . cane ane eed ary) ey ve aera] if mt ¢ ae oa ia m= as cone Ad ra ee ne Nome? a Pa) ans S aw] ~~ Al tet 7 <e; fee wut Uys Pa gee <2 Ble SOM «ty woe ES a i fey Rie - ie HaCccog Te f of way fey ey PoRary ay ow oer oo we ¢ rtaee Hee ve fo a we ‘ om = oie ‘a Seas Rat 2 io mz Your ¢ as of the 27264 ‘ 00 x6) K A 98 ay ae r Number: tg 2 by 18 £ tt I be dus ill g c nual “in \ hae Neen m OL oom ie a rs Babee . rad oe fet cae we AS ve ot “ ra f | ie; 2 Yer FOL £ OWING {S BUOSIME LaiNG 3 tone) ; Shal AEP EE we . andrea at +f Hite , catheters exes eee ' ; Oras OF anoreviations af Hee HHpor tr lar WyWSChs AS wld c gaily cesta inet it iss oumoratian iistsad of a natura persary mH parineship (Phot so eoniained fn the rane 2 present.) ras sy . “ee anton hid ae epg saree oa ame, “4 intry under ihe law of cited Ht ig i 4 3 a, G. Y tipen Qual LeLoation Wale first transacted busin 1, G07-4507, snd at? TARE, eee) 13 i. 902 Spirit 40 Paxk Drige Misseuxt 63005 men ee ant #2 ste gms @urrent 4 : -Ony_dawiil At anvanhiaity for whieh -a co (Pupose 2(8) af comoration ¢ authorized in home state or coun Florida} Naina: ¢: 2 corporation svaten . . e/o C € Corporation System, 1200 South Pine Office Address: 7 af Land Road ¥ — . ef%=> ca | $ cee Sl ened uh ae Bhovy SLC OODG eqn’ aad age to act in wns CE] apacity. i ify. joor and caniplaete nerfornance of my duties, des! sian eted din this app ica fe fa COmIpy with fhe pea: earns Bed fan faailiar vith are acon i Of oars corporat: Lon ay ae (Ep LS Gate g Insituform An Aegion: Company CORPORATE BACKGROUND Insituform Technologies, LLC is a diversified, international corporation specializing in trenchless reconstruction of municipal and industrial pipelines of all types - sewer, storm drain, water, gas oil, chemical process, slurry and nuclear power pipelines. Application sizes range from under 6-inches to over 96-inches in diameter. Based on size, experience, technology, capability and resources, INSITUFORM is the worldwide leader in full-spectrum piping reconstruction contracting. Insituform’s expertise is based on over 40 years of experience spent in the reconstruction of more than 20,000 miles (over 100,000,000 ft.) of pipe. Currently, INSITUFORM offers a full spectrum of trenchless rehabilitation products including Insituform’s flagship cured-in-place pipe (CIPP), iPlus Infusion®, iPlus® Composite, Tit Liner® HDPE systems for industrial pipelines and our Insituform Blue® product line for potable water renewal including the InsituMain® System and InsituGuard® HDPE rehabilitation system for transmission and distribution mains, robotic service reinstatement. The corporate history that encompasses today’s worldwide Insituform Technologies, LLC organization derives from a host of resources, people, technology and experience merged from former licensees and affiliates of the original Insituform® pipe reconstruction process. INSITUFORM is a leader in quality management, becoming the first specialty piping corporation to receive ISO 9000 quality installation certification in 1995 Insituform Technologies is one of the largest trenchless technology companies in the world, with annual revenues exceeding $914 million in 2010. As of 2011, Insituform is now a wholly owned subsidiary or Aegion Corporation. Aegion stock is publicly held on the NASDAQ exchange under the symbol “AGN”. PERSONNEL Insituform Technologies, LLC’s worldwide organization consists of over 3,000 employees. Every specialty and function associated with an international, technology-driven business is incorporated. Outside of manufacturing operations, the predominance of INSITUFORM personnel engage in project crew duties for pipeline reconstruction. INSITUFORM maintains and staffs an extensive Research and Development facility engaged in new product and technical installation development. Experts are available to assist operations units in developing specialized solutions to particular client needs for underground piping system analysis and reconstruction. INSITUFORM maintains a centralized design team at the world headquarters in St. Louis, Missouri with responsibility for ensuring that service conditions are met by products in each application. When necessary, special industrial design considerations and constraints such as corrosion, abrasion, unusual loading, pressure, temperature, etc. are fully included in specific application designs. INSITUFORM has assigned technical market managers to specific segments who have intimate knowledge of process and facility operations and are able to provide advice and field technical assistance in special applications as may be required to meet critical or unusual client needs. By nature, field applications of pipeline service, assessment and reconstruction activities are highly regionalized. In the United States, INSITUFORM meets the needs of local municipal, industrial and military clients for responsive service by deploying personnel at strategic locations to minimize the cost and burden to clients of extensive mobilization. As an integrated company, sharing of expert personnel and specialized equipment between locations in response to client and project needs is part of normal operations. « QUALITY ASSURANCE A strategy goal of Insituform Technology is operational excellence. This goal of quality assurance is being achieved on two fronts. Best Practices Program: First, INSITUFORM has completed its long-term goal of merging all licensees throughout the United States and solidifying relationships with worldwide subsidiaries and affiliates. Achieving uniform high standards of quality across all operating units is essential to ensure long-term service to client needs. In doing so, INSITUFORM has developed comprehensive bench-marking studies to identify the “Best Practices” of the most efficient and best quality manufacturing and installation procedures for each product line, and can therefore share these best practices with INSITUFORM’s regional offices, subsidiaries, and licensees throughout the world. INSITUFORM believes that the only way to guarantee quality is to integrate product development, manufacturing and installation under a best practices program, coupled with ISO 9001 Quality Management Programs. ISO 9001 Quality Assurance Program: INSITUFORM’s second long-term goal is to maintain ISO 9001 quality certification for its manufacturing facilities. This certification process was completed in 1995. ISO certification is not only consistent with the goal of achieving operational excellence for the municipal market, it is an essential requirement for the industrial market, where ISO certification has become an increasingly greater requirement for acceptance as a qualified supplier. Quality Assurance Inspection Program and Training: A pilot program for the detection and recording of internal non- conformance was established. Persons were selected and trained for conducting internal auditing, probably the most important aspect of ISO because it provides ongoing self-evaluation of the effectiveness of the quality system. Every member of the organization is familiar with, and fully committed to the company’s “Quality Policy” and non-conformance identification program. Internal Audit Findings: Predetermined elements of the quality system are audited each month, and at year’s end every ISO 9001 requirement will have been reviewed at least once. Findings are reported to the manager responsible for the appropriate department for resolution. Management Review and Client Review: At least twice a year, Managers meet to review and assess the quality system as a whole. Quality objectives are evaluated and amended or increased as appropriate. Resource needs are identified and action plans formulated. Once a project is completed, the client receives a Customer Survey form. This comprehensive form is INSITUFORM’s report card which identifies project success, as well as areas where improvement is suggested. INSITUFORM The rehabilitation processes offered by Insituform were developed to provide a means of reconstructing existing pipe, conduit or passageways without extensive excavation. Some typical applications include: 1. Halting settlement by stopping the infiltration of soil and bedding material which often accompanies groundwater infiltration and can cause soil voids and shifting ground in gravity pipelines. 2. Eliminating infiltration of groundwater through joints, breaks and missing sections of gravity pipeline. 3. Increasing the capacity of existing pipelines by smoothing the interior surface and providing smooth transitions over joints and protrusions. 4. Reducing maintenance and increasing capacity by reducing deposits and eliminating root intrusions into gravity pipelines. 5. Protecting the pipe from attack by corrosive chemical effluent and vapors. 6. Eliminating the exfiltration of pollutants and chemicals into surrounding groundwater aquifers through joints and cracks in pipelines. 7. Strengthening the existing pipe by the installation of a tight fitting Insituform® CIPP within the old, thereby bridging joints, cracks and disconnected pipes into a single continuous conduit. ry Briefly, here are just a few of the benefits realized from the reconstruction of pipelines using the Insituform® cured-in-place pipe (CIPP) process: Virtually eliminates excavation problems - Depending on the type of pipe or passageway to be reconstructed (sewers, drains, or conduits), excavation can virtually be eliminated. Existing access (sewer manholes) is usually sufficient. Side connections can generally be 'reinstated' by cutting out from within. Bends can be negotiated. Restores full size capacity, reduces maintenance - These tight-fitting pipes are continuous over pipe joints, openings and faults, and the capacity is nearly always increased. The smoothness also reduces deposits because there are no places for deposits to form, thereby reducing maintenance. Builds corrosion-resistant pipe, resists chemical attack - In the case of the Insituform process, various thermosetting resins can be selected to resist the corrosive effects of the effluent. Builds a continuous pipe - (a new pipe within the old) - Insituform® CIpP bridges breaks and missing sections of pipe eliminating infiltration, exfiltration or loss of product in pressure pipes. Insituform fits tightly and bridges disconnected pipes into a single continuous pipe. Reconstructs unusually shaped pipes without loss of capacity - Elliptical, egg-shaped, flat bottom horseshoe or rectangular conduits can be reinstated to their existing shape by the tight fitting Insituform process. Accomplishes these things in sizes from 6- to 96-inches in diameter — Insituform® cIpp has been constructed in these sizes and may be applicable to those beyond. Solves difficult jobs - in addition to negotiating bends, it is possible to reconstruct remote sections inaccessible to wheeled vehicles (e.g. inside building) with the Insituform process. In addition to being installed without excavation, Insituform® CIPP has been installed where access to only one end is feasible (vertical wells). Also, it is possible to reconstruct pipelines with reducers or only a portion of a pipeline. Solves stringent time restraints - Preparation time is reduced by eliminating street openings and risk of damage to other utilities. Insituform® CIPP can generally be installed and completed in less on-the-job time than traditional open cut construction methods. Offers more convenience to commerce and public - Little inconvenience is caused to the public, commercial business or existing utility operations because excavations are generally eliminated. Little work space is needed for installation. This alone means fewer restrictions on access to property and shops and greater assurance of safety. Longevity - For normal applications, such as gravity sewers, the service life of Insituform® CIPP can be expected to approach fifty years. Service life of Insituform® CIPP is a function of the temperature, pressure, velocity, and chemical and abrasive properties of the materials being carried. Custom-Engineered — Insituform® tubes are custom-engineered to optimize total life performance using time-proven formulas. These take into account requirements for diameter, length, condition of pipe, flow rates, temperature, pressure and corrosiveness of the materials being carried. INSITUFORM, STANDARD INSTALLATION PROCESS The standard Insituform® process has been used throughout the world for the rehabilitation of over 20,000 miles, of pipe ranging in size from 6” to 96”. The process uses a resin-impregnated, flexible felt tube which is installed into and through an existing pipe using water or air pressure. While the liner is held tightly against the host pipe, hot water or steam is circulated through a heat exchanger to cure the thermostat resin. The flexible resin tube can accommodate various pipe shapes — round, square, rectangular, oval or arched. The Insituform® tube can negotiate bends, elbows, missing sections, offset joints, misalignment and steep slopes. Standard applications include process and sanitary sewer, storm drains, process lines, slurry lines, force mains and siphons. Resin systems used include polyester, vinyl ester and epoxy, designed to meet service requirements. installation lengths typically range from 250 feet to over 2,500 feet, depending on pipe size and condition. Service laterals are re-opened internally using robotic cutters. a Eg Insituforny Worldwide Pipeline 17999 Edison Avenue Tel: — 636,530,8000 An Aegion- C , Rehabilitation Chesterfield, MO 63005 Fax: 636.530.8744 "Aegon: Company www. insituform.com CERTIFICATE OF COMPLIANCE Date: June 17, 2013 Re: INSTALLER CERTIFICATION To Whom It May Concern This letter shall serve to certify that Insituform Technologies, LLC is authorized to install Insituform products supplied by Insituform Technologies, LLC Please contact us directly with any questions you may have. Sincerely, INSITUFORM TECHNOLOGIES, LLC ‘ Eugene Zaltsman Sr. Apglications Engineer ad Y Insi tu for, mn J Worldwide Pipeline 17999 Edison Avenue Tel: 636.530.8000 An Aegion’ C , Rehabilitation Chesterfield, MO 63005 Fax: 636.530.8744 "1 Aegion* Company www.insituform.com CERTIFICATE OF COMPLIANCE Date: June 17, 2013 Re: INSITUFORM TUBE MANUFACTURING To Whom It May Concern This letter certifies that the Insituform tube for the above referenced project is manufactured in the United States of America by Insituform Technologies, LLC and meets all relevant specifications for a cured-in-place pipe product! ASTM D 5813, ASTM F 1216, and ASTM F 1743. The Insituform tube has been manufactured in USA since 1981. In addition, the quality system used by Insituform Technologies, LLC is ISO 9001 certified. Please contact us directly with any questions you may have. Sincerely, INSITUFORM TECHNOLOGIES, LLC Eugene Zaltsman Sr. Appligations Engineer Certification Awarded To INSITUFORM TECHNOLOGIES, LLC HQ - 17988 EDISON AVE, CHESTERFIELD, MO, 63005 USA SEE APPENDIX PAGE FOR ADDITIONAL CERTIFIED LOCATIONS Bureau Veritas Certification North America, Inc. certifies that the Management system of the above organization has been audited and found to be in accordance with the requirements of the management system standards and scope of supply detailed below STANDARDS ISO 9001:2008 SCOPE OF SUPPLY DESIGN, DEVELOPMENT, MANUFACTURING AND INSTALLATION OF PRODUCTS FOR THE REHABILITATION OF PIPELINES USING TRENCHLESS TECHNOLOGY. Original Approval Date: 24 November 1995 Subject to the continued satisfactory operation of the Organization’s Management System, this certificate will remain valid until: 8 March 2014 Further clarifications regarding the scope of this certificate and the applicability of the management system requirements may be obtained by consulting the organization. Certificate No: US003759-1 Issue Date: 9 March 2011 Revision Date: 11 April 2012 SRA [ Mae ? wala «WV, : ; . For Burd4u Veritas Certification North America, Inc. 390 Benmar Drive, Houston, Texas, USA www.us.bureauveritas.com /bve ACCREDITED Certification Awarded To INSITUFORM TECHN OLOGIES, LLC. HQ — 17988 EDISON AVE, CHESTERFIELD, MO, 63005 USA APPENDIX TO CERTIFICATE NUMBER: US003759-1 Bureau Veritas Certification North America, Inc. certifies that the management system of the above organization (including the locations listed below) has been audited and found to be in accordance with the requirements of the management system standards detailed below STANDARDS ISO 9001:2008 CERTIFIED LOCATIONS Site 2 (R&D Quality/Part of HQ Campus): Site 3 (Manufacturing): 160 Corporate Drive, Batesville, MS 38606 17999 Edison Ave, Chesterfield, MO 63005 Site Scope: Manufacturing Site Scope: Design & Development, Applications Engineering, validation/Testing, video Site 4 (Wetout): 7605 18th Street, Edmonton, Alberta T6P 1N9, Site 5 (Wetout): 2130 Stout Field West Drive, Indianapolis, IN 46241 Canada Site Scope: Manufacturing Site scope: Manufacturing Site 6 (Wetout): 912 Stanton Road, Olyphant, PA 18447 Site 7 (Wetout): 3061 Dublin Circle, Bessemer, AL 35022 Site Scope: Manufacturing Site Scope: Manufacturing Site 8 (Wetout): 468 Cypress Road, Ocala, FL 34472 Site 9 (Wetout): 6526 Bluebonnet Parkway, McGregor, TX 76657 Site Scope: Manufacturing Site Scope: Manufacturing Site 10 (Wetout): 2255 West 85 North Cedar City, UT 84721 Site 11 (Wetout): 91-255 Kalaeloa Boulevard, Kapolei, HI 96707 Site Scope: Manufacturing Site Scope: Manufacturing Site 12 (Installation East): 1860 Freeman Parkway, Mableton, Site 13 (Installation Central): 580 Goddard Ave, Chesterfield, MO GA 30126 63005 Site Scope: Preparation and Installation Site Scope: Preparation and Installation Site 14 (Installation West): 9654 Titan Court, Littleton, CO Site 15 (Installation Canada): 7605 18 Street Northwest, Edmonton, 80125 Alberta T6P 1N9, Canada Site Scope: Preparation and Installation Site Scope: Preparation and Installation Subject to the continued satisfactory operation of the Organization’s Management System, this appendix will remain valid until: 8 March 2014 Issue Date: 9 March 2011 Revision Date: 11 April 2012 For Bute) Veritas Certification North America, Inc. 390 Benmar Drive, Houston, Texas, USA Wwww.us. bureauveritas.com/bvc ACCREDITED . Independent Test Results Product tested: Cured-in-Place Pipe Insituform® Process Test: Design Life Conducted hy: Trenchless T Center at Louisi INNOVATIVE METHODS OF TESTING the long-term Toon Unversity tuned by US Army Corps of structural behavior of Cured-in-Place Pipe (CIPP) Engineers demonstrates that the Insituform product design — life exceeds 50 years and that ASTM F-1216 Report Date: . ‘ . August 1994 design recommendations for physical properties are conservative for the Insituform product. The research was conducted by the Trenchless Technology Center (TTC) at Louisiana Tech University and funded by the U.S. Army Corps of Engineers. The purpose was to provide, for the first time, an independent assessment of manufacturer’s claims | The research included both experimental and regarding long-term buckling behavior of their analytical studies related to the application of pipeline rehabilitation products. CIPP and Fold-and-Formed Pipe (FFP) technologies In partially deteriorated, gravity pipeline applications Research conducted by the where onding dd not exist between the plastic Trenchless Technology Center Five manufacturers participated in the test program. Seven different products, including at Lo uIs tana Tech U; TIVE. Ss ity six CIPP products and one FFP product, were evaluated in approximately 200 tests. Insituform ; ? conjir. ms Insituform S products that were tested included Insituform? ° . . Standard, which is a widely used polyester resin 50-year design life. Insitupipe® material, and Insituform® Enhanced, which contains an additive to the polyester resin The expected design [lfe and Jong-term behavior —_to increase the flexural properties of the finished of trenchless pipeline rehabilitation products is Insituform product. — important to owners and engineers in evaluating The plastic pipes were encasad in steel pipes, . the various systems available in the marketplace, with hydrostatic pressure applied between the especially since none of these systems have been =. pipes. To measure long-term performance, in actual service for the design lives claimed. each test remained under constant pressures This becomes even more critical considering for up to 10,000 hours or until failure, whichever the recent growth of the trenchless pipeline occurred first. The test results were plotted and rehabiltation industry and that many products extrapolated beyond the test period to estimate have less than five years of experience. behavior up to 50 years. Standardized material tests (flexure, tensile and pipe stiffness tests) were also conducted to characterize the fundamental properties of the product materials. Figure 1 Figure 2 PUTTING CLAIMS TO THE TEST Overview of Test System and Procedures The installation of all products used in the test was performed by the manufacturers on the Louisiana Tech University campus under close monitoring by TT¢ personnel. Forty specimens each of Insituform x Standard and Insituform Enhanced were tested. Each test specimen was installed to fit snugly inside a 1.83 m (6 ft.) long, 3065 mm (42 in.) internal diameter, schedule 40 steel casing pipe. Each casing pipe was fitted with short, bolted pipe segments (clamshells) at each end. {See Figure 1). " Preparing the specimens for testing involved trim- ming the ends flush with the clamshells, removing the clamshelts, and cleaning the ends of the speci- mens. This resulted in the plastic pipe extending beyond the ends of the steel casing pipes. The specimens were then fitted with end seals applied externally, span- ning the casing pipe and plastic pipe. (See Figure 2). The end seals contained the water at the prescribed pressure, which was Table 1 Material Characterization Tesis (Short. term) supplied between the plastic and casing pipes from a pressurized water distribution system. At least three specimens of each product were used for short-term buckling tests to determine the upper pressure jimit for the long-term tests. A regulator was used to raise the pressure on the specimen, and the rate of load application was kept constant until failure occurred. For the long-term tests, each specimen was pressurized at a controlled rate of 10 psi/minute (69 kPa/minute) until a selected pressure was reached, A minimum of five pressure ievels were selected for each product to cause the specimens to fail at various times over a 10,000-hour test period. Specimens were monitored at least once a day for evidence of buckling. Failures that occurred during normal work hours were monitored Manually, After normal work hours, failures were detected electronically. terial Characterizati ti Numerous tests, including flexural modulus, flexural strength and tensile strength, were conducted on each product according to ASTM standards. On each of these tests, the results found that both Insituform products far surpassed the design values. (See Table 1). SITUFORK - w MANUFACTURER'S “THC TEST : Flexural Strength .: ov Fram TG Technet Report 4302, Tab 42 PRODUCT. =... > VTEST =°—siws:s.. DESIGNYALUE == RESULTS ae ars METHOD _psl (MPa) nsl (MPa) ~~ Flexural Modulus. Standard. = -D790. «= 800,000.” 448,630.” (2070) 2 (8080) Enhanced “D790... 400,000. *.”. 538,620 « Standard DTD SHORT-TERM TEST RESULTS GREEP FACTOR Short-ferm buckling tests demonstrate that Creep factor reflects the reduction in buckling resistance of a plastic pipe over Insituform design is conservative in terms of time, typically 50 years. The creep factor, C,, Is the ratio of Experimental E, to both the enhancement factor, K, and the predicted the measured flexural modulus reported in Table 1 and represents the retention buckling pressures using the following ASTM of buckling resistance at 50 years {i.e., E, = C, E). A value of C, greater than F-1216 design model: the manufacturer's recommended value Is desirable. As shown in Table 2, ihe reported creep factor confirms the conservative nature of the 50% creep ps 2KE, e 1 ° C (1) reduction factor applied to flexural modulus in the Insituform product design. (FA) * (DR-T)" N rebte 2 able where, P = Buckling pressure, psi (MPa) Creep Factor K = Enhancement factor I ene E, = Long-term (time-corrected) modulus of elasticity, ps! (MPa) 11 = Polsson’s ratio DR= Dimension ratio (outside diameter divided by thickness) C = Ovality factor = 1 (for test program) N = Safety factor = 7 (for analysis of test data) LONG-TERM TEST RESULTS The enhancement factor, K, is a measure of the Regression analysis was used to extrapolate long-term buckling pressures restraining action of the host pipe that encases beyond the 10,000-hour test period to 50 years. (See Figure 3, next page). the Insituform product and greatly increases the allowable external buckling pressure. A Flexural Modu conservative enhancement factor of 7 Is Test results supported the flexural modulus reduced to account for typically recommended for design. The tests long-term effects, F,, used in the Insituform product design, by comparing measured the average enhancement factor, it to the experimentally derived apparent long-term flexural modulus for a K, of the Insituform Standard at 9.8 and the 50-year design lifé. The tested value greatly exceeded the conservative Insituform Enhanced product at 10.5. value used in the Insituform product design. (See Table 3). Table 3 Flexural Modulus (Long-term) “TTC Bmptimental E, Manutecturer . 0 2 pst (MPayo Recommended Design Os psi(MPa) - Insituform Standard: “269,990... 450,000, FBO) 1080) Insituform Enhanced - 393,965 200,000. From TTC Tehieal Report #202, Tale 4:8 a in as Boe es LONG-TERM BUCKLING BEHAVIOR It is important that the design procedures used for a rehabilitation product accurately predict . the long-term structural behavior of the product. The TIC data analysis compared the Jong-term buckling test data to that predicted by Equation 1. This comparison indicated that Equation 1 conser- vatively predicts long-term hydrostatic buckling behavior of both insituform products. Regression ia © TIMETO FAILURE, t (hour) (Report #802, Tale 6 Figure 3. Long-term Test and Regression flasulis for insituform Enhanced Product. AB1248 7/01 © 2001 tnsituform Technotogles, Inc. 50 - PLUS YEARS DESIGN LIFE One of the primary goals of the TTC test program - was to evaluate the design lives of various reha- bilitation products. This was accomplished by comparing the 50-year extrapolated test pressure to the design 50-year buckling pressure calculated using Equation 1 with manufacturer's recommended design values for E,. An Insituform design life in excess of 50 years was contirmed. WITHSTANDING THE TESTS OF TIME The most rigorous, innovative and Independent tests ever conducted on pipeline rehabilitation products clearly demonstrates that service life beyond 50 years can be expected with properly designed and Installed Insituform products. A copy of “Long-Term Structural Behavior of Pipeline Rehabilitation Systems” (TTC Technical Report #302) may be obtained by writing: Trenchless Technology Center Louisiana Tech University P.O. Box 10348 Ruston, Louisiana 71272 or by calling (318) 257-4072. © Insituform Technologies, Inc. Worldwide Pipeline Rehabilitation 702 Spirit 40 Park Drive Chesterfield, MO 63005 Toll Free: 800-234-2992 Phone: 636-530-8000 Fax: 636-519-8010 - Independent Test Results ; Product tested: insituform® Cured-In-Place Pipe {CIPP) Test: Flexural Properties An Insituforn’ cured-in-place pipe (CIPP) continues to exceed industry performance standards afer 30 years IN) SErVice. Conducted by: Bodycote Materials Testing Ltd. Report Date: November 2001 SUMMARY OF RESULTS ¢ After 30 years of service in a London sewer carrying both domestic and industrial effluent, an Insituform® CIPP was found to have a flexural modulus exceeding the nearest contemporary UK Water Industry Specification by 50%, and the current US standard by more than 90%. * The 30-year-old pipe’s flexural modulus was an improvement over test data obtained after 20 years In service. * There was no apparent deterioration in the overall performance of the Insituform® CIPP between its 20th and 30th year in service. INTRODUCTION In October 2001, tests were conducted by Bodycote Materials Testing Ltd. to determine - the flexural properties of the samples taken from an Insituform® CIPP that had been in service for 30 years. The pipe samples were taken from a 1,170 mm X 600 mm (46 in. X 24 in.} egg-shaped sewer at Riverside Close in Hackney, London. This is the same Insituform® CIPP that was sampled and tested in 1991; after 20 years in service, by Bodycote’s predecessor MTS Pendar Ltd. Supervising removal of the samples were representatives from both Bodycote and the sewer Owner, Thames Water Utilities Limited. PROCEDURE Two panels, approximately 300 mm (12 in.) Square, were taken from a side wall of the sewer, approximately four meters downstream from a manhole. Three test pieces were cut from each panel as shown in the diagram below. The flexural properties of each test piece were determined by the method of BS EN ISG 178, in accordance with current UK Water Industry Specification (WIS) 4-34-04. Panel A (lest pleces 1-3) Panel B (test pieces 4-6) RESULTS AND CONCLUSIONS standards, and further, the pipe showed no After 30 years in service, the insituform® CIPP significant deterioration in overall performance continues to exceed industry performance between its 20th and 30th years of service. Table 1 30-Year Test Results Sample __ Flexural Modulus Flexural Strength Panel A ~*. 8,400 MPa . "39 MPa ae oe ~*~ 450,000 psi §,700 psi Panel B 2 8.500 MPa 47 MPa a a 500,000 psi - 6,800 psi Mean . 3,800 MPa 43 MPa View of inside face of 480,000 psi . 6,200 psi sample panel and a test , piece cut from it. Table 2 _ Comparison af Mean Flexural Properties After 30 and 20 Years of Service Flexural Samples Industry Standards Property 30-year 20-year WIS 4-34-04 ASTM F 1216 Modulus coe MPa 3,300 2,900 2,200* — psi 480,000 - 420,000 — 250,000 Strength MPa 43 46 25 ~ - psi 6,200 6,700 _ 4,500 * As Specified in Issue 1 of the WIS. Issue 2 refers to declared.values but does not specify a minimum tlexural modulus, & an ABi307 §/02 © 2002 Insituform Technologies®, tne. REFERENCES: 1. WIS 4-34-04 April 1986: Issue 1, “Specification for Polyester Insituform Sewer Linings.” . WIS 4-34-04 March 1995: Issue 2, “Specification for Renovation of Gravity Sewers by Lining with Gured-in-Piace Pipes," , BS EN ISO 178: 1996, “Plastics-Determination of Flexurai Properties.” . ASTM F 1216, “Standard Practice for Rehabilitation of Existing Pipefings and Conduits by the Inversion and Curing of a Resin-Impregnated Tube.” . MTS Pendac Report 46204, September 19, 1991 (20-year test) . Bodycote Report 8110254, November 15, 2001 {30-year test) © insituform Technologies, Inc. Worldwide Pipeline Rehabilitation 702 Spirit 40 Park Drive Chesterfield, MO 63005 Tolt Free: 800-234-2992 Phone: 636-530-8000 Fax: 636-519-8010 World Leader in Resin Technology Product Information 102 T Filled Polyester Resin isophthalic Based Resin for Underground Sewer Pipe Liners TYPICAL LIQUID RESIN PROPERTIES Nominal Test Method Flexural Strength, psi/MPa 4,500/31.5 ASTM D790 Flexural Modulus, psi/GPa 400,000/2.7 ASTM D790 *Typical properties are not to be construed as specifications. SSS SSeS esses DESCRIPTION AOC’s 102 T Filled is a high molecular weight isophthalic unsaturated polyester resin that was developed for Insituform Technologies, Inc. and their licensees. 102 T Filled provides the corrosion resistance, durability and toughness that is required in this demanding application. Using recommended catalyst systems and temperatures, up to 50 hours of catalyzed pot life may be obtained. 102 T Filled thixotropic properties reduce resin pooling while providing superior PET felt wet-out. FEATURES APPLICATION m Excellent catalyzed pot life Wi Sewer pipe liners @ Superior mechanical properties w High molecular weight m@ High heat distortion tempature North America northamerica @aoc-resins.com ® Toll Free: +1 (866) 319-8827 World Leader in Resin Technology weyrws.aoc-resins.com The information contained in this data sheet Is based on laboratory data and field experience. We believe this information to be reliable, but do not guarantee its applicability to the user's process or assume any liability for occurrences arising out of its use. The user, by accepting the products described herein, agrees to be responsible for thoroughly testing each such product before committing to production. Global Contacts Middle East Our recommendations should not be taken as inducements to infringe any patent or violate any law, Safety code or insurance regulation. Pub. No. F-AOC-102 T Copyright © 2009, AOC L.L.C. PERFORMANCE GUIDELINES Consistent shop conditions contribute to consistent gel times. STORAGE STABILITY Resins are stable for three months from date of production when stored in the original containers away from sunlight at no more than 70°F/21°C. After extended storage, some drift may occur in gel time. During the hot summer months, no more than two months stability at 86°F/30°C should be anticipated. SAFETY See appropriate Material Safety Data Sheet for guidelines. ISO 9001:2000 CERTIFIED The Quality Management Systems at every AOC manufacturing facility have been certified as meeting ISO 9001:2000 standards. This certification recognizes that each AOC facility has an internationally accepted model in place for managing and assuring quality. We follow the practices set forth in this model to add value to the resins we make for our customers. Effective Date: May 2009 Soul © Insi tu form Worldwide Pipeline 17988 Edison Avenue Rehabilitation 300z Material - 6mm Plain Chesterfield, MO 63005 Tel: (636) 530-8000 Fax: (636) 530-8744 www. insituform.com Felt CD MD Thickness | Tensile | Tensile Work (ASTM (ASTM | (ASTM Roll Line | Material | Order Date D5199) 5035) | 5035) 8124 1 3000069 369020 12/21/2011 6.5 1121 1059 8125 1 3000069 369020 12/21/2011 6.5 1126 1122 8126 1 3000069 369020 12/21/2011 6.4 1092 1039 8127 1 3000069 369020 12/21/2011 6.5 1045 1044 8128 1 3000069 369020 12/21/2011 6.5 1109 1076 8129 1 3000069 369020 12/21/2011 6.3 1069 1065 8130 1 3000069 369020 12/21/2011 6.3 1071 1132 8131 1 3000069 369020 12/21/2011 6.6 1096 1100 8132 1 3000069 369020 12/21/2011 6.4 1155 1083 8133 1 3000069 369020 12/21/2011 6.5 1050 1090 240z Material - 4.5mm Plain Felt CD MD Thickness | Tensile | Tensile Work (ASTM (ASTM | (ASTM Roll Line | Material | Order Date D5199) 5035) | 5035) 7849 1 3000064 369019 12/13/2011 4.9 1137 1063 7850 1 3000064 369019 12/13/2011 4.8 1071 1012 7851 1 3000064 369019 12/13/2011 4.8 1050 1068 7852 1 3000064 369019 12/13/2011 4.7 1057 1060 7853 1 3000064 369019 12/13/2011 4.7 1116 1005 7854 1 3000064 369019 12/13/2011 4.7 1074 1047 7855 1 3000064 369019 12/13/2011 4.8 1167 1027 7856 1 3000064 369019 12/13/2011 5.1 1218 1132 7857 1 3000064 369019 12/13/2011 5.0 1190 1059 7858 1 3000064 369019 12/13/2011 49 1084 1051 March 26, 2007 Page 1 of 2 Test Report: 64464-1B TEST REPORT CLIENT: Insituform Technologies, Inc. 702 Spirit 40 Park Drive Chesterfield, MO 63005 Attention: Bill Moore Re: P.O. #1269731 SAMPLES: One sample of cured in place plastic pipe (CIPP) material was submitted and identified by the client as 05-024 (102TA polyester resin). TESTING: The sample was tested in accordance with ASTM D543-95(01), Evaluating the Resistance of Plastics to Chemical Reagents, at 23°C using the guidelines set by ASTM F1216-05, Appendix X2 (modified). Modifications consisted of the specimens being exposed for one year instead of the 30 days as specified in ASTM F1216-05, Appendix X2. Solution Concentration Tap Water 100% Nitric acid 5% Phosphoric acid 10% Sulfuric acid 10% Gasoline 100% Vegetable Oil 100% Detergent 0.1% Soap 0.1% RESULTS: The results of the testing are presented in Table 1. The sample passed the requirement of ASTM F1216-05, Appendix X2, Section X.2.1, which states: “During this period, the CIPP test specimens should lose no more than 20% of their initial flexural strength and flexural modulus”. Note that the required exposure period is 30 days, while the actual exposure period was one year. DATA REVIEWED AND REPORT WRITTEN BY: REPORT REVIEWED BY: —— a | / x ods, =F titi // uglas Bert Steve Ferry \ fofQ / cientist III Director, Hauser Laboratories COT } / \ \ This report applies only to the sample(s) tested or analyzed. This report may be copied only in its entirety, unless prior written consent has been granted by an authorized agent of the Hauser Laboratories Division of Microbac Laboratories, Inc. Microbac Laboratories, Inc., Hauser Laboratories Division www. hauserlabs.com 4750 Nautilus Court South, Unit A, Boulder, CO 80301 Ph: 720 406 4800 Fax: 303 581 0195 www.microbac.com March 26, 2007 Page 2 of 2 Test Report: 64464-1B TABLE 1 Maximum Flexural Strain @ Maximum Flexural Modulus Specimen Number Strength Flexural Strength (Tangent) psi % psi 05-024 Initial Control Average | 6980 | 3.1 | 670000 05-024 Tap Water Average 6390 5.0 623000 % Change from Initial Control -8.5% -7.0% 05-024 5% Nitric acid Average 6180 4.7 540000 % Change from Initial Control -11.5% -19.4% 05-024 10% Phosphoric acid Average 6960 4.9 633000 % Change from Initial Control -0.3% -5.5% 05-024 10% Sulfuric acid Average 6650 4.0 655000 % Change from Initial Control 4.7% -2.2% 05-024 100% Gasoline Average 6950 4.9 650000 % Change from Initial Control -0.4% -3.0% 05-024 100% Vegetable Oil Average 7030 3.0 734000 % Change from Initial Control 0.7% +9.6% 05-024 0.1% Detergent Average 6420 5.2 648000 % Change from Initial Control -8.0% -3.3% 05-024 0.1% Soap Average 6180 4.7 602000 % Change from Initial Control -11.5% -10.1% This report applies only to the sample(s) tested or analyzed. This report may be copied only in its entirety, unless prior written consent has been granted by an authorized agent of the Hauser Laboratories Division of Microbac Laboratories, Inc. Microbac Laboratories, Inc., Hauser Laboratories Division www.hauserlabs.com 4750 Nautilus Court South, Unit A, Boulder, CO 80301 Ph: 720 406 4800 Fax: 303 581 0195 www.microbac.com Eg Insi tu form Worldwide Pipeline 17988 Edison Avenue Tel: (636) 530-8000 Rehabilitation Chesterfield, MO 63005 Fax: (636) 530-8744 www. insituform.com January 24, 2012 To Whom It May Concern: The following material test records is a sample of actual test data results for non-woven fabrics (felt) used in the manufacture of Insituform tubes. The testing criteria for these materials meet the following standards: ASTM D-5199 — Standard Test Method for Thickness of Geotextile/Geomembranes ASTM D-5035 — Standard Test Method for Breaking Force & Elongation of Textile Fabrics This letter is conformation that all materials supplied by Insituform Technologies, Inc. are tested for product quality and fitness for use per the aforementioned ASTM guidelines with all test records maintained and made available at the customer’s request. Additionally, per ASTM D-5813 — Standard Specification for Cured-In-Place Thermosetting Resin Sewer Pipe, all supplied materials meet or exceed the 750 psi “Fabric Tube Strength” requirement as defined by paragraph 6.1 of the specification. The porosity of our fibers is approximately 85%. Thank you, Rit bnnsf - Richard Covington Manufacturing Quality Manager = EG Insi tu form Worldwide Pipeline 17988 Edison Avenue Chesterfield, MO 63005 Rehabilitation 160z Material - 3mm Plain Tel: (636) 530-8000 Fax: (636) 530-8744 www. insituform.com Felt CD MD Thickness | Tensile | Tensile Work (ASTM (ASTM | (ASTM Roll Line | Material | Order Date D5199) 5035) | 5035) 6771 2 3000003 365316 11/30/2011 3.2 1121 1135 6772 2 3000003 365316 11/30/2011 3:2 1186 1121 6773 2 3000003 365316 12/1/2011 3.1 1217 1087 6774 2 3000003 365316 12/1/2011 3.4 1183 1173 6775 2 3000003 365316 12/1/2011 3.1 1134 1073 6776 2 3000003 365316 12/1/2011 3.3 1128 1143 6777 2 3000003 365316 12/1/2011 3.2 1251 1074 6778 2 3000003 365316 12/1/2011 3.3 1167 1122 6779 2 3000003 365316 12/1/2011 3.3 1235 1136 6780 2 3000003 365316 12/1/2011 3.2 1226 1114 3mm Coated Felt CD MD Thickness | Tensile | Tensile Work (ASTM (ASTM | (ASTM Roll Line | Material | Order Date D5199) 5035) | 5035) 8433 3 3100183 369023 12/20/2011 3.4 1240 1292 8434 3 3100183 369023 12/20/2011 3.3 1290 1380 8436 3 3100183 369023 12/21/2011 3.2 1247 1324 8437 3 3100183 369023 12/21/2011 3.3 1263 1344 8438 3 3100183 369023 12/21/2011 3.2 1259 1347 8439 3 3100183 369023 12/21/2011 3.4 1155 1315 8440 3 3100183 369023 12/21/2011 3.3 1244 1247 8441 3 3100183 369023 12/21/2011 3.4 1213 1264 8442 3 3100183 369023 12/21/2011 3.2 1272 1339 8443 3 3100183 369023 12/21/2011 3.2 1245 1279 Report Date Range (Bid Date): 1/1/2008 - 5/1/2013 Diameter: 1 - ALL State:FL Project Status:Job Closed Product:01 - CIPP - Standard;10 - CIPP-ILS;14 - CIPP - Air Inversion Steam Project Number: ALL Project Manager: ALL Report Date Range (Completion Date): ALL Footage: 1- ALL Last Refresh Date: 5/22/13 14 Final Contract Value(<=): ALL Final Contract Value(>=):500000 Resin Type: ALL Proprietary Property and Trade Secret of Aegion, Inc. Unauthorized Use, Dissemination and Disclosure Strictly Prohibited. OE _SCO”SCSil ce Last Refresh Date: 5/22/13 1/15 Project: 141445 Customer: City of Atlantic Beach, FL Project Manager: Welsh, Kendall Status: Job Closed 1200 Sandpiper Lane Service Connections: 267 Proj Desc: Atlantic Beach, Install CIPP in North & West Atlantic Beach, FL 32233-4381 Face Contract Value: 819,272.27 Sections of the Royal Palms Subdivision, PO#081433, (904) 247-5834 Final Contract Value: 825,117.56 Bid Date: 2/26/08 Contact: Actual Completion Date: 11/10/08 JDE Owner: Atlantic Beach City of (FL) JDE Proj Desc: Atlantic Beach FL, Royal Palms Resin Type: AOC 102TA Diameter Totals: 20/9441 22,556 1,810 2,006 Product Totals:| 1,811 22,751 24,562 Project: 141450 Customer: City of Boynton Beach, FL Project Manager: Dalmau, Mark E Status: Job Closed 124 East Woolbright Road Service Connections: 857 Proj Desc: City of Boyton Beach, FL - 1&l Repairs Phase | Boynton Beach, FL 33435-6040 Face Contract Value: 1,498,517.09 Bid Date: 3/21/08 (561) 742-6402 Final Contract Value: 1,498,686.58 Actual Completion Date: 4/2/09 Contact: JDE Owner: Boynton Beach City of JDE Proj Desc: Boynton Beach FL, Phase! Resin Type: AOC 102TA Diameter Totals: 36,403 1,428 528 1,206 458 40,023 Product Totals: Proprietary Property and Trade Secret of Aegion, Inc. Unauthorized Use, Dissemination and Disclosure Strictly Prohibited. EE SESSSSSSOS:;“'S = cr a Project: 14145401 Status: Job Closed Proj Desc: City of Gainesville, FL - 2008 Sanitary Bid Date: 4/30/08 Actual Completion Date: 10/31/08 Resin Type: AOC 102TA Customer: Contact: JDE Owner: Gainesville Regional Utilities JDE Proj Desc: Gainesville REG.Util.PO#P43104 Diameter Totals: g894 4,894 114 114 A294. 231 322 1,355 60 1,415 pee: | ee : 429 640 640 AS vP420 : 420 Product Totals: 2,935 5,299 8,234 Project: 141458 Customer: City of Fort Lauderdale, FL Status: Job Closed 949 NW 38th Street Proj Desc: City of Fort Lauderdale, FL -2001 Waterworks, Fort Lauderdale, FL 33309-5920 D37 South, Project # 12 Bid Date: 1/16/08 Actual Completion Date: 3/19/09 Resin Type: AOC 102TA :280, (954) 828-7872 Contact: JDE Owner: Fort Lauderdale City of JDE Proj Desc: FT. Lauderdale FL,Basin D-37 S Diameter Totals: 21,280 Product Totals: 21,280 21,280 Proprietary Property and Trade Secret of Aegion, Inc. Unauthorized Use, Dissemination and Disclosure Strictly Prohibited. Last Refresh Date: 5/22/13 2/15 Project Manager: Welsh, Kendall Service Connections: 52 Face Contract Value: 471,422.99 Final Contract Value: 555,237.36 Project Manager: Welsh, Kendall Service Connections: 476 Face Contract Value: 830,183.76 Final Contract Value: 607,306 Last Refresh Date: 5/22/13 3/15 Project: 14150110 Customer: Project Manager: Kendrix, Frank A. Status: Job Closed Service Connections: 232 Proj Desc: County of Manatee, FL - Annual Combined : Face Contract Value: 707,528.95 Storm and Sanitary Bid for FY 09 Final Contract Value: 712,021.95 Bid Date: 7/18/08 Contact: Actual Completion Date: 3/27/09 JDE Owner: Manatee County (FL) JDE Proj Desc: Manatee CO.FL, R.O.#B0901157 Resin Type: AOC 102TA Diameter Totals: oo a) 1,148 Product Totals:| 1,148 1,148 Resin Type: AOC 108TA Diameter Totals: Bo 689 7,639 Product Totals: 7,639 7,639 Project: 141507 Customer: City of Fort Lauderdale, FL . Project Manager: Dalmau, Mark E Status: Job Closed 949 NW 38th Street Service Connections: 560 Proj Desc: City of Fort Lauderdale, FL - 2011 Waterworks - Fort Lauderdale, FL 33309-5920 Face Contract Value: 921,424.3 Basin A-29, Project #13 (954) 828-7872 Final Contract Value: 865,488.6 Bid Date: 10/1/08 Contact: Actual Completion Date: 2/26/09 JDE Owner: Fort Lauderdale City of JDE Proj Desc: FT. Lauderdale FL, Basin A-29 Resin Type: AOC 102TA Diameter Totals: 056 4,056 20,051 20,051 Product Totals:| 24,107 24,107 Proprietary Property and Trade Secret of Aegion, Inc. Unauthorized Use, Dissemination and Disclosure Strictly Prohibited. CE EIE'OS'SS ‘vs Project: 141526 Status: Job Closed Proj Desc: City of Boynton Beach, FL - I/f Repairs Phase Il Bid Date: 1/30/09 Actual Completion Date: 12/11/09 Resin Type: AOC 102TA Customer: City of Boynton Beach, FL 124 East Woolbright Road Boynton Beach, FL 33435-6040 (561) 742-6402 Contact: JDE Owner: Boynton Beach City of JDE Proj Desc: Boynton Beach FL, Phase I! Diameter Totals: 45 595.8 15,595.8 205 205 225 225 1,044 1,044 410 410 496 496 Product Totals:| 17,975.8 17,975.8 Project: 14152825 Customer: Status: Job Closed Proj Desc: City of Gainesville, FL - 2009 Sanitary/Storm ; Annual Contract Bid Date: 3/5/09 Contact: Actual Completion Date: 11/21/11 Resin Type: AOC 102TA JDE Owner: Gainesville City of DBA (GRU) JDE Proj Desc: Gainesville FL,Creek Crossings Product Totals: 10,920 Diameter Totals: 22615 3,740 92 7,112 : 675 607 11,527 Resin Type: PE-102T filled Diameter Totals: ee “434 434 148 148 oS 587 587 1,541 1,541 ne mi 2,650 2,650 Product Totals: 5,360 5,360 Proprietary Property and Trade Secret of Aegion, Inc. Unauthorized Use, Dissemination and Disclosure Strictly Prohibited. 7 Last Refresh Date: 5/22/13 Project Manager: Dalmau, Mark E Service Connections: 335 Face Contract Value: 825,956.5 Final Contract Value: 784,734.76 Project Manager: Curvel, Brandt Mitche Service Connections: 41 Face Contract Value: 1,124,487.2 Final Contract Value: 1,124,492.48 Project: 141530 Customer: City of Hialeah, FL Status: Job Closed 501 Palm Avenue Proj Desc: City of Hialeah, FL - Department of Water and Hialeah, FL 33010 Sewers, Basin 012 Pipeline Rehabilitation - 305-556-3800 Bid Date: 1/5/09 Contact: Actual Completion Date: 6/19/09 JDE Owner: Hialeah City of JDE Proj Desc: Hialeah FL,Sewer Basin 012 Resin Type: AOC 102TA Diameter Totals: "22,842 22,842 1,933 1,933 Ee, ATT, 477 Product Totals: 25,252 25,252 Project: 141554 Customer: City of Plantation, FL Status: Job Closed 400 NW 73rd Avenue Proj Desc: City of Plantation, Plantation Gardens & Fort Lauderdale, FL 33317-1678 Manor, PO#3505, Plantation FL (954) 797-2209 Bid Date: 6/12/09 Contact: Actual Completion Date: 12/7/09 JDE Owner: Plantation City of JDE Proj Desc: Plantation FL, Gardens & Manor Resin Type: AOC 102TA Diameter Totals: 12,451 12,451 Product Totals: 12,451 Project: 141562 Customer: Status: Job Closed Proj Desc: City Wide Sewer Rehabilitation Phase Il Rebid - ; City of Monticello, FL Bid Date: 7/23/09 Contact: Actual Completion Date: 5/2/11 JDE Owner: Monticello City of (FL) . JDE Proj Desc: Monticello FL, Phase Il Resin Type: AOC 102TA Diameter Totals: ee MA622[ 0 ee gs 49,122 2,164 235 2,399 Product Totals:| 49,664 1,622 235 51,521 Proprietary Property and Trade Secret of Aegion, Inc. Unauthorized Use, Dissemination and Disclosure Strictly Prohibited. ESS eae Last Refresh Date: 5/22/13 Project Manager: Dalmau, Mark E Service Connections: 411 Face Contract Value: 1,044,251.4 Final Contract Value: 950,067.35 Project Manager: Dalmau, Mark E Service Connections: 170 Face Contract Value: 1,039,446.25 Final Contract Value: 1,066,880,29 Project Manager: Curvel, Brandt Mitche Service Connections: 624 Face Contract Value: 4,171,883.5 Final Contract Value: 4,092,746.38 Project: 141563 Status: Job Closed Proj Desc: US17 Pipeline Rehabilitation, Wachula - Department of Transportation - State of Florida, FL Bid Date: 4/24/09 Actual Completion Date: 10/19/09 Resin Type: AOC 102TA Customer: Department of Transportation - State of Florida, - Divisi 605 Suwannee Street Tallahassee, FL 32399 (850) 414-4100 Contact: JDE Owner: Florida Dept of Transp.(Bartow) JDE Proj Desc: Rockline VAC System,Fdot#E1h21 Diameter Totals: 1,604 1,604 1,727 1,727 2,328 2,328 280 280 Product Totals: §,939 5,939 Project: 141575 Status: Job Closed Proj Desc: Town of Longboat Key, Reconstruction of Sanitary Sewers, Longboat Key, FL Bid Date: 10/16/09 Actual Completion Date: 12/21/10 Resin Type: AOC 102TA Customer: Town of Longboat Key, FL 501 Bay Isles Road Longboat Key, FL 34228 (813) 383-3721 Contact: JDE Owner: Longboat KEY Town of (FL) JDE Proj Desc: Longboat KEY FL, Various LOC. Diameter Totals: A he 19,839 9,839 Product Totals: 9,839 9,839 Proprietary Property and Trade Secret of Aegion, Inc. Unauthorized Use, Dissemination and Disclosure Strictly Prohibited. CC EIIIISOSSSSS;S =~ “=< a a Last Refresh Date: 5/22/13 6/15 Project Manager: Kendrix, Frank A. Service Connections: 0 Face Contract Value: 509,431.09 Final Contract Value: 559,302.67 Project Manager: Gerber, Brandon Way Service Connections: 118 Face Contract Value: 734,094.92 Final Contract Value: 725,457.97 Last Refresh Date: 5/22/13 715 Project: 141576 Customer: City of Fernandina Beach, FL Project Manager: Curvel, Brandt Mitche Status: Job Closed 1007 S 5th St Service Connections: 192 Proj Desc: City of Fernandina Beach, PO#352068, Sewer Fernandina Beach, FL 32034-4011 Face Contract Value: 515,915.08 Rehab Services, Fernandina Beach FL (904) 277-7380 Final Contract Value: 504,045.24 Bid Date: 10/30/09 Contact: Actual Completion Date: 2/1/10 JDE Owner: Fernandina Beach City of JDE Proj Desc: Fernandina Beach FL,PO#352068 Resin Type: AOC 102TA Diameter Totals: 7,268 6,472 Le whe 365 Product Total . 14,095 Project: 141580 Customer: City of Boynton Beach, FL Project Manager: Kendrix, Frank A. Status: Job Closed 124 East Woolbright Road Service Connections: 1,166 Proj Desc: City of Boynton Beach, | & | Project-Phase Ill & Boynton Beach, FL 33435-6040 Face Contract Value: 2,371,915.34 IV Repairs, PO#10051, Boynton Beach FL (561) 742-6402 Final Contract Value: 2,155,606.35 Bid Date: 7/23/09 Contact: Actual Completion Date: 11/5/10 JDE Owner: Boynton Beach City of JDE Proj Desc: Boynton Beach FL,Phase Ill&IV Resin Type: AOC 102TA Diameter Totals: A 953,035 53,035 4,750 4,750 Po BAS 515 439 439 pO ea oo BOF 501 Product Totals: 59,240 59,240 Proprietary Property and Trade Secret of Aegion, Inc. Unauthorized Use, Dissemination and Disclosure Strictly Prohibited. CS OSSSSSS~=~—**= a Last Refresh Date: 5/22/13 8/15 Project: 141587 Customer: City of Pompano Beach, FL Project Manager: Kendrix, Frank A. Status: Job Closed 1201 NE 3rd Avenue Service Connections: 333 Proj Desc: City of Pompano Beach, Sewer Lining Project, Pompano Beach, FL 33060 Face Contract Value: 551,419.7 NE 13th St. & NW 7th Ave., PO#1 00945, Pompano Beach (954) 786-4153 Final Contract Value: 555,803.9 FL Contact: Bid Date: 11/20/09 JDE Owner: Pompano Beach City of (Sanitary) Actual Completion Date: 8/20/10 JDE Proj Desc: Pompano Beach FL,Ne13th&NW 7TH Resin Type: AOC 102TA Diameter Totals: 2423532 12,532 324 324 Product Totals: 12,856 12,856 Project: 141595 Customer: Jacksonville Airport Authority Project Manager: Curvel, Brandt Mitche Status: Job Closed 13365 Aeronautical Cir Service Connections: 0 Proj Desc: APAC-Southeast, Cecil Field Rehab Runway Jacksonville, FL 32221-8105 Face Contract Value: 911,081 9R-272, Jacksonville FL (904) 741-2056 Final Contract Value: 891,473 Bid Date: 4/16/09 Contact: Actual Completion Date: 6/22/10 JDE Owner: Jacksonville Aviation Authority JDE Proj Desc: Apac-Southeast,Cecil Field REH Resin Type: AOC 102TA Diameter Totals: 469 604 1,306 1,906 635 : 1,280 Product Totals: 6,200 Proprietary Property and Trade Secret of Aegion, Inc. Unauthorized Use, Dissemination and Disclosure Strictly Prohibited. Last Refresh Date: 5/22/13 9/15 Project: 141602 Customer: Department of Transportation - State of Florida, Project Manager: Curvel, Brandt Mitche Status: Job Closed 605 Suwannee Street Service Connections: 1 Proj Desc: Edgewater Drive Pipeline Rehabilitation Tallahassee, FL 32399 Face Contract Value: 854,969 #E5M94 - Department of Transportation - State of Florida, (850) 414-4100 Final Contract Value: 854,969 FL Contact: Bid Date: 1/5/10 JDE Owner: Florida Dept. of Transp. (Deland) Actual Completion Date: 7/15/10 JDE Proj Desc: Florida DOT,Edgewater DR. Resin Type: AOC 102TA Diameter Totals: ae oe 25573 2,716 115 Product Totals:| 258 2,573 2,831 Project: 141627 Customer: City of Crystal River, FL Project Manager: Curvel, Branat Mitche Status: Job Closed 123 NW Hwy 19 Service Connections: 164 Proj Desc: City of Crystal River, CIPP Sewer Rehab, Crystal River, FL 34428 Face Contract Value: 532,939.2 Crystal River FL (352) 795-4216 Final Contract Value: 529,639.8 Bid Date: 3/26/10 Contact: Actual Completion Date: 7/9/10 JDE Owner: Crystal River City of JDE Proj Desc: Crystal River, FL Resin Type: AOC 102TA Diameter Totals: 16,704 16,704 Proprietary Property and Trade Secret of Aegion, Inc. Unauthorized Use, Dissemination and Disclosure Strictly Prohibited. 0 ESSSSSSSSSS OSS cc Project: 14163206 Status: Job Closed Proj Desc: Sanitary Sewer Rehabilitation with Cured In Place Pipelining PID 2040 County of Pinellas, FL Bid Date: 4/6/10 Actual Completion Date: 11/22/11 Resin Type: AOC 102TA Customer: Contact: JDE Owner: Pinellas County Board of CO Comm, FL JDE Proj Desc: Pinellas County,Release#6 Diameter Totals: 2 18,B43)0 gg 18,073 130 130 Product Totals: 15,973 2,230 18,203 Resin Type: PE-102T filled Diameter Totals: 12,409 3,365 110 15,884 Project: 141636 Status: Job Closed Proj Desc: City of Cape Coral, Gravity Sewer Main, Service Laterals & Manhole Rehab, ITB#PW10-33/PB, Cape Co Bid Date: 5/25/10 Actual Completion Date: 2/15/14 Resin Type: AOC 102TA Customer: City of Cape Coral, FL Not Available Cape Coral, FL 33915-0006 (239) 574-0748 Contact: JDE Owner: Cape Coral City of (FL) JDE Proj Desc: Cape Coral FL,ITB4#Pw10-33/PB Diameter Totals: 20;101|, 065 26,366 1,218 1,218 Product Totals:| 21,319 6,265 27,584 Proprietary Property and Trade Secret of Aegion, Inc. Unauthorized Use, Last Refresh Date: 5/22/13 Project Manager: Gerber, Brandon Way Service Connections: 611 Face Contract Value: 911,561.5 Final Contract Value: 977,448,5 Dissemination and Disclosure Strictly Prohibited. 10/15 Project Manager: Gerber, Brandon Way Service Connections: 383 Face Contract Value: 886,192.81 Final Contract Value: 938,812.2 Last Refresh Date: 5/22/13 11/15 Project: 141648 Customer: Department of Transportation - State of Florida, Project Manager: Gerber, Brandon Way Status: Job Closed 605 Suwannee Street Service Connections: 0 Proj Desc: Pipe Lining, Desilt, Video and Repair #E5P56 - Tallahassee, FL 32399 Face Contract Value: 555,088 Department of Transportation - State of F lorida, FL (850) 414-4100 Final Contract Value: 515,750.5 Bid Date: 6/1/10 Contact: Actual Completion Date: 10/22/40 JDE Owner: Florida Dept. of Transp. (Deland) JDE Proj Desc: Florida DOT, Cont#E5p56 Resin Type: AOC 102TA Diameter Totals: a . ce ASTOOF : 2,009 Product Totals:| 1,700 309 2,009 Project: 141658 Customer: City of Riviera Beach, FL Project Manager: Kendrix, Frank A. Status: Job Closed 600 West Blue Heron Bivd Service Connections: 17 Proj Desc: City of Riviera Beach Utilities District - A1A, West Palm Beach, FL 33404 Face Contract Value: 521,189.3 Park Ave & Surf Dr. Sewer Line (561) 845-4000 Final Contract Value: 570,187.38 Bid Date: 6/24/10 Contact: Actual Completion Date: 10/28/10 JDE Owner: Riviera Beach Util.City of JDE Proj Desc: Riviera Beach Util.D.A1A,Park Resin Type: AOC 102TA Diameter Totals: 396 3,521 oe 1,802 Product Totals:| 5,719 5,719 Proprietary Property and Trade Secret of Aegion, Inc. Unauthorized Use, Dissemination and Disclosure Strictly Prohibited. EDEL EE OE ee Project: 141687 Status: Job Closed Customer: City of Deerfield Beach, FL Proj Desc: City of Deerfield Beach, FL - RFP #2010-11/42 Bid Date: 11/30/10 Actual Completion Date: 4/22/14 Resin Type: AOC 102TA 290 Goolsby Bivd Deerfield Beach, FL 33442-3002 (954) 480-4270 Contact: JDE Owner: Deerfield Beach City of JDE Proj Desc: Deerfield Beach, FL Last Refresh Date: 5/22/13 Project Manager: Kendrix, Frank A. Service Connections: 1,089 Face Contract Value: 1,221,081.8 Final Contract Value: 1,233,556.8 Diameter Totals: 40,092 40,092 4,642 __ 4,642 “3,897. 3,897 32 32 Product Totals: 48,663 48,663 Resin Type: Other Diameter Totals: : BTA 571 Product Totals: 571 571 Project: 14169110 Customer: Project Manager: Gerber, Brandon Way Status: Job Closed Service Connections: 0 Proj Desc: Term Contract for Stormwater Sliplining y Face Contract Value: 536,077.2 Rehabilitation Il #Y11-170-J2 - County of Orange, FL Final Contract Value: 536,077.2 Bid Date: 1/27/11 Contact: Actual Completion Date: 8/29/12 Resin Type: PE-102T filled JDE Owner: Orange County (FL) JDE Proj Desc: Orange County,REL#10,WO#1-16 Diameter Totals: “2QB[ ee oo 185 430 615 1,126 1,741 2 BBQ oe “648 1,200 320 320 344!: 344 371 371 oe mae 305 305 Product Totals:| 2,447 2,264 4,711 12/15 Proprietary Property and Trade Secret of Aegion, Inc. Unauthorized Use, Dissemination and Disclosure Strictly Prohibited. EIESS I Last Refresh Date: 5/22/13 13/15 Project: 141696 Customer: Project Manager: Curvel, Brandt Mitche Status: Job Closed Service Connections: 0 Proj Desc: Department of Transportation - Headquarters - Florida, FL - Dept of Transportation-Volusia County Bid Date: 3/1/11 Contact: Actual Completion Date: 10/28/11 JDE Owner: Florida Dept. of Transp. (Deland) JDE Proj Desc: Florida Dept.OF Trans.,CT#E5p3 : Face Contract Value: 1,099,852 , Final Contract Value: 1 :068,552 Resin Type: AOC 102TA Diameter Totals: 1,959 5,310 Product Totals:| 7,269 7,269 Resin Type: PE-102TA filled Diameter Totals: 296 Pe 387 Product Totals: 683 683 Resin Type: PE-102T filled Diameter Totals: “604 601 1,064 1,064 a eee 2,141: 2,141 245 991 1,236 ee oh Puy we * 2.9343 313 Product Totals:| 245 5,110 5,355 Proprietary Property and Trade Secret of Aegion, Inc. Unauthorized Use, Dissemination and Disclosure Strictly Prohibited. SI SSESSSS:~Sé~<sSiO ee Last Refresh Date: 5/22/13 14/15 Project: 141709 Customer: Department of Transportation - State of Florida, Project Manager: Curvel, Brandt Mitche Status: Job Closed . 605 Suwannee Street Service Connections: 2 Proj Desc: Department of Transportation - Headquarters - Tallahassee, FL 32399 Face Contract Value: 1,81 8,177 Florida, FL - Dept of Transportation-Volusia County E5 (850) 414-4100 Final Contract Value: 1,818,177 Bid Date: 6/7/11 Contact: Actual Completion Date: 2/16/12 JDE Owner: Florida Dept. of Transp. (Detand) JDE Proj Desc: Florida Dept.OF Trans.CT#E5q01 Resin Type: PE-102TA filled Diameter Totals: 242 242 639 639 Product Totals:| 881 881 Resin Type: PE-102T filled Diameter Totals: 213,976 3,976 2,765 2,765 3,546 3,546 4,849 4,849 Ble ie Pd) :) eee 2,313 2,669 Product Totals: 356 17,449 17,805 Project: 14172402 Customer: Project Manager: Kendrix, Frank A. Status: Job Closed Service Connections: 299 Proj Desc: City of Pompano Beach, 2012, Parent, Reline : Face Contract Value: 526,997.8 Various Sewer Mains & Laterals, PO#121 045, Pompano Final Contract Value: §25,943.8 Beach Contact: Bid Date: 11/9/11 Actual Completion Date: 3/1/12 Resin Type: PE-102T filled JDE Owner: Pompano Beach City of (Sanitary) JDE Proj Desc: Pompano Beach FL,REL#2,VAR.LOC Diameter Totals: BUEee agaag 13,449 220 220 ee 520. 520 Product Totals: 14,189 14,189 Proprietary Property and Trade Secret of Aegion, Inc. Unauthorized Use, Dissemination and Disclosure Strictly Prohibited. EE" CL’ W —W_ Te Last Refresh Date: 5/22/13 15/15 Project: 14172501 Customer: Project Manager: Curvel, Brandt Mitche Status: Job Closed Service Connections: 0 Proj Desc: JEA Water & Sewer Division - Annual Contract : Face Contract Value: 680,027.03 Bid Date: 9/20/11 Final Contract Value: 680,027.03 Actual Completion Date: 3/9/12 Contact: JDE Owner: JEA JDE Proj Desc: JEA,Cont#116616, PO#118454 Resin Type: PE-102T filled Diameter Totals: Bee SP 605 1,605 Product Totals:| 1,605 1,605 Project: 14173901 Customer: Project Manager: Gerber, Brandon Way Status: Job Closed Service Connections: 127 Proj Desc: Wastewater Gravity Sewer Rehabilitation ; Face Contract Value: 602,951 Contract 12-C-00001 - City of Tampa, FL Final Contract Value: 601 ,424,7 Bid Date: 3/20/12 Contact: Actual Completion Date: 10/18/12 JDE Owner: Tampa City of (FL) JDE Proj Desc: Tampa FL-,CT#1 2-C-00001(WO#6) Resin Type: PE-102T filled Diameter Totals: a 3,948 87 os Weel Es QBS oo eee i “fees 233 2,541 2,541 8884) Te 334 476 1,464 1,940 Product Totals:| 7,619 1,464 9,083 Proprietary Property and Trade Secret of Aegion, Inc. Unauthorized Use, Dissemination and Disclosure Strictly Prohibited. NN —~=~—— Diameter: 1 - ALL State:FL Project Status:Job Closed Product:01 - CIPP - Standard;10 - CIPP- Project Manager: ALL Report Date Range (Completion Date}: ALL Footage: ALL Report Date Range (Bid Date): 1/1/2008 - 5/1/2013 ILS;14 - CIPP - Air Inversion Steam Diameter Totals: ) 865,975.8) 0 e526) "34/945 416,446.8 47,729 2,159 49,888 44333) 323 14,656 11,073 7,023 18,096 oT Bag] 441,869 19,418 410 410 fe 2679] - 8,827 11,506 604 604 9865): ‘99194 9,759 1,596 5,396 6,992 fe STA “9,906 2,277 1,700 1,529 3,229 ee 1,748 [20 3,853 5,601 115 115 Product Totals: 455,843.8 15,526 87,628 558,997.8 Proprietary Property and Trade Secret of Aegion, Inc. Unauthorized Use, Dissemination and Disclosure Strictly Prohibited. Last Refresh Date: 5/22/13 Report Date Range (Bid Date): 1/1/2008 - 5/1/2013 Diameter: 14 - ALL State:FL Project Status:Job Closed Product:01 - CIPP - Standard;10 - CIPP-ILS;14 - CIPP - Air Inversion Steam Project Number: ALL Project Manager: ALL Report Date Range (Completion Date): ALL Footage: 1- ALL Last Refresh Date: 5/22/13 1/1 Final Contract Value(<=): ALL Final Contract Value(>=):500000 Resin Type: ALL Proprietary Property and Trade Secret of Aegion, Inc. Unauthorized Use, Dissemination and Disclosure Strictly Prohibited. CC SE';=~=*CSC—COC Last Refresh Date: 5/22/13 1/15 Project: 141445 Customer: City of Atlantic Beach, FL Project Manager: Welsh, Kendall Status: Job Closed 1200 Sandpiper Lane Service Connections: 267 Proj Desc: Atlantic Beach, Install CIPP in North & West Atlantic Beach, FL 32233-4381 Face Contract Value: 819,272.27 Sections of the Royal Palms Subdivision, PO#081433, (904) 247-5834 Final Contract Value: 825,117.56 Bid Date: 2/26/08 Contact: Actual Completion Date: 11/10/08 JDE Owner: Atlantic Beach City of (FL) JDE Proj Desc: Atlantic Beach FL, Royal Palms Resin Type: AOC 102TA Diameter Totals: 22,556 : 2,006 Product Totals:| 1,811 22,754 24,562 Project: 141450 Customer: City of Boynton Beach, FL Project Manager: Dalmau, Mark E Status: Job Closed 124 East Woolbright Road Service Connections: 857 Proj Desc: City of Boyton Beach, FL - I&! Repairs Phase | Boynton Beach, FL 33435-6040 Face Contract Value: 1,498,517.09 Bid Date: 3/21/08 (561) 742-6402 Final Contract Value: 1,498,686.58 Actual Completion Date: 4/2/09 Contact: JDE Owner: Boynton Beach City of JDE Proj Desc: Boynton Beach FL, Phase! Resin Type: AOC 102TA Diameter Totals: 36,403 1,428 528 1,206 oe PROSE 458 Product Totals: 40,023 Proprietary Property and Trade Secret of Aegion, Inc. Unauthorized Use, Dissemination and Disclosure Strictly Prohibited. ESS ’~S=~=SZ_~_»-~~ Last Refresh Date: 5/22/13 2/15 Project: 14145401 Customer: Project Manager: Welsh, Kendall Status: Job Closed Service Connections: 52 Proj Desc: City of Gainesville, FL - 2008 Sanitary ; Face Contract Value: 471,422.99 Bid Date: 4/30/08 Final Contract Value: §55,237.36 Actual Completion Date: 10/31/08 Contact: JDE Owner: Gainesville Regional Utilities JDE Proj Desc: Gainesville REG.Util.PO#P43104 Resin Type: AOC 102TA Diameter Totals: 4,894 4,894 114 114 OTe ie 231 322 1,355 60 1,415 ee Doe 2Q]o : 429 640 640 oe ee A20f 420 Product Totals:| 2,935 5,299 8,234 Project: 141458 Customer: City of Fort Lauderdale, FL Project Manager: Welsh, Kendall Status: Job Closed 949 NW 38th Street Service Connections: 476 Proj Desc: City of Fort Lauderdale, FL -2001 Waterworks, Fort Lauderdale, FL. 33309-5920 Face Contract Value: 830,183.76 D37 South, Project # 12 (954) 828-7872 Final Contract Value: 607,306 Bid Date: 1/16/08 Contact: Actual Completion Date: 3/19/09 JDE Owner: Fort Lauderdale City of JDE Proj Desc: FT. Lauderdale FL,Basin D-37 S$ Resin Type: AOC 102TA Diameter Totals: 21,280 21,280 Product Totals:| 21,280 Proprietary Property and Trade Secret of Aegion, Inc. Unauthorized Use, Dissemination and Disclosure Strictly Prohibited. ESSSSSS'SS<S&“~- = rr Last Refresh Date: 5/22/13 3/15 Project: 14150110 Customer: Project Manager: Kendrix, Frank A. Status: Job Closed Service Connections: 232 Proj Desc: County of Manatee, FL - Annual Combined : Face Contract Value: 707,528.95 Storm and Sanitary Bid for FY 09 Final Contract Value: 712,021.95 Bid Date: 7/18/08 Contact: Actual Completion Date: 3/27/09 JDE Owner: Manatee County (FL) JDE Proj Desc: Manatee CO.FL, R.O.#B0901157 Resin Type: AOC 102TA Diameter Totals: eee eer) 1,148 Product Totals: 1,148 1,148 Resin Type: AOC 108TA Diameter Totals: 2S ao ca. 0,63 7,639 Product Totals: 7,639 7,639 Project: 141507 Customer: City of Fort Lauderdale, FL Project Manager: Daimau, Mark E Status: Job Closed 949 NW 38th Street Service Connections: 560 Proj Desc: City of Fort Lauderdale, FL - 2011 Waterworks - Fort Lauderdale, FL 33309-5920 Face Contract Value: 921,424.3 Basin A-29, Project #13 (954) 828-7872 Final Contract Value: 865,488.6 Bid Date: 10/1/08 Contact: . Actual Completion Date: 2/26/09 JDE Owner: Fort Lauderdale City of JDE Proj Desc: FT. Lauderdale FL, Basin A-29 Resin Type: AOC 102TA Diameter Totals: -f056 4,056 20,051 20,051 Product Totals:| 24,107 24,107 Proprietary Property and Trade Secret of Aegion, Inc. Unauthorized Use, Dissemination and Disclosure Strictly Prohibited. SSS SSS a rr Last Refresh Date: 5/22/13 4i15 Project: 141526 Customer: City of Boynton Beach, FL Project Manager: Dalmau, Mark E Status: Job Closed 124 East Woolbright Road Service Connections: 335 Proj Desc: City of Boynton Beach, EL - I/I Repairs Phase II Boynton Beach, FL 33435-6040 Face Contract Value: 825,956.5 Bid Date: 1/30/09 (561) 742-6402 Final Contract Value: 784,734.76 Actual Completion Date: 12/1 1/09 Contact: JDE Owner: Boynton Beach City of JDE Proj Desc: Boynton Beach FL, Phase Il Resin Type: AOC 102TA Diameter Totals: 15,595.8 205 205 225 225 1,044 1,044 ae 410 410 oe ; 496 496 Product Totals: 17,975.8 17,975.8 Project: 14152825 Customer: Project Manager: Curvel, Brandt Mitche Status: Job Closed Service Connections: 41 Proj Desc: City of Gainesville, FL - 2009 Sanitary/Storm ; Face Contract Value: 1,124,487.2 Annual Contract Final Contract Value: 1,124,492.48 Bid Date: 3/5/09 Contact: Actual Completion Date: 11/24/11 JDE Owner: Gainesville City of DBA (GRU) JDE Proj Desc: Gainesville FL,Creek Crossings Resin Type: AOC 102TA Diameter Totals: 228[ ea 3,740 7,020 92 7,112 a SS BTBE aa 675 Product Totals:| 10,920 607 11,527 Resin Type: PE-102T filled Diameter Totals: eats! 434 148 148 Pe ee BT 587 1,541 1,541 Ps 2,650 2,650 Product Totals: 5,360 5,360 Proprietary Property and Trade Secret of Aegion, Inc. Unauthorized Use, Dissemination and Disclosure Strictly Prohibited. - Last Refresh Date: 5/22/13 5/15 Project: 141530 Customer: City of Hialeah, FL Project Manager: Dalmau, Mark E Status: Job Closed 501 Palm Avenue Service Connections: 411 Proj Desc: City of Hialeah, FL - Department of Water and Hialeah, FL 33010 Face Contract Value: 1,044,251.4 Sewers, Basin 012 Pipeline Rehabilitation - 305-556-3800 Final Contract Value: 950,067.35 Bid Date: 1/5/09 Contact: Actual Completion Date: 6/19/09 JDE Owner: Hialeah City of JDE Proj Desc: Hialeah FL,Sewer Basin 012 Resin Type: AOC 102TA Diameter Totals: ee ayy 22,842 1,933 1,933 eas 477 477 Product Totals: 25,252 25,252 Project: 141554 Customer: City of Plantation, FL Project Manager: Dalmau, Mark E Status: Job Closed 400 NW 73rd Avenue Service Connections: 170 Proj Desc: City of Plantation, Plantation Gardens & Fort Lauderdale, FL 33317-1678 Face Contract Value: 1,039,446.25 Manor, PO#3505, Plantation FL (954) 797-2209 Final Contract Value: 1,066,880.29 Bid Date: 6/12/09 Contact: Actual Completion Date: 12/7/09 JDE Owner: Plantation City of JDE Proj Desc: Plantation FL, Gardens & Manor Resin Type: AOC 102TA Diameter Totals: ae 12,451 Product Totals:| 12,454 12,451 Project: 141562 Customer: Project Manager: Curvel, Brandt Mitche Status: Job Closed Service Connections: 624 Proj Desc: City Wide Sewer Rehabilitation Phase II Rebid - ; Face Contract Value: 4,171,883.5 City of Monticello, FL Final Contract Value: 4,092,746.38 Bid Date: 7/23/09 Contact: Actual Completion Date: 5/2/11 JDE Owner: Monticello City of (FL) JDE Proj Desc: Monticello FL, Phase Il Resin Type: AOC 102TA Diameter Totals: ed ee 49,122 2,164 235 2,399 Product Totals: 49,664 1,622 235 51,521 Proprietary Property and Trade Secret of Aegion, Inc. Unauthorized Use, Dissemination and Disclosure Strictly Prohibited. Last Refresh Date: 5/22/13 6/15 Project: 141563 Customer: Department of Transportation - State of Florida, Project Manager: Kendrix, Frank A. Status: Job Closed 605 Suwannee Street Service Connections: 0 Proj Desc: US17 Pipeline Rehabilitation, Wachula - Tallahassee, FL 32399 Face Contract Value: 509,431.09 Department of Transportation - State of Florida, FL - Divisi (850) 414-4100 Final Contract Value: 559,302.67 Bid Date: 4124/09 Contact: Actual Completion Date: 10/19/09 JDE Owner: Florida Dept of Transp.(Bartow) JDE Proj Desc: Rockline VAC System,Fdot#E1h21 Resin Type: AOC 102TA Diameter Totals: “1,604 1,604 1,727 1,727 2,328 2,328 280 280 Product Totals:| 5,939 5,939 Project: 141575 Customer: Town of Longboat Key, FL Project Manager: Gerber, Brandon Way Status: Job Closed 501 Bay Isles Road Service Connections: 118 Proj Desc: Town of Longboat Key, Reconstruction of Longboat Key, FL 34228 Face Contract Value: 734,094.92 Sanitary Sewers, Longboat Key, FL (813) 383-3721 Final Contract Value: 725,457.97 Bid Date: 10/16/09 Contact: Actual Completion Date: 12/21/10 JDE Owner: Longboat KEY Town of (FL) JDE Proj Desc: Longboat KEY FL, Various LOC. Resin Type: AOC 102TA Diameter Totals: wc 639, 9,839 Product Totals: 9,839 9,839 Proprietary Property and Trade Secret of Aegion, Inc. Unauthorized Use, Dissemination and Disclosure Strictly Prohibited. IEE IOS Last Refresh Date: 5/22/13 7I15 Project: 141576 Customer: City of Fernandina Beach, FL Project Manager: Curvel, Brandt Mitche Status: Job Closed 1007 S 5th St Service Connections: 192 Proj Desc: City of Fernandina Beach, PO#352068, Sewer Fernandina Beach, FL 32034-4011 Face Contract Value: 515,915.08 Rehab Services, Fernandina Beach FL (904) 277-7380 Final Contract Value: 504,045.24 Bid Date: 10/30/09 Contact: Actual Completion Date: 2/1/10 JDE Owner: Fernandina Beach City of JDE Proj Desc: Fernandina Beach FL,PO#352068 Resin Type: AOC 102TA Diameter Totals: 7,268 ; 6,472 we a 385 355 Product Totals: 14,095 14,095 Project: 141580 Customer: City of Boynton Beach, FL Project Manager: Kendrix, Frank A. Status: Job Closed . 124 East Woolbright Road Service Connections: 1,166 Proj Desc: City of Boynton Beach, | & I Project-Phase fll & Boynton Beach, FL 33435-6040 Face Contract Value: 2,371,915.34 IV Repairs, PO#10051, Boynton Beach FL (561) 742-6402 Final Contract Value: 2,155,606.35 Bid Date: 7/23/09 Contact: Actual Completion Date: 11/5/10 JDE Owner: Boynton Beach City of JDE Proj Desc: Boynton Beach FL,Phase IH&IV Resin Type: AOC 102TA Diameter Totals: © 53,035 53,035 4,750 4,750 76615 515 439 439 Ee BOE 501 Product Totals: 59,240 59,240 Proprietary Property and Trade Secret of Aegion, Inc. Unauthorized Use, Dissemination and Disclosure Strictly Prohibited. IE SISSS’S~SS Last Refresh Date: 5/22/13 8/15 Project: 141587 Customer: City of Pompano Beach, FL Project Manager: Kendrix, Frank A. Status: Job Closed 1201 NE 3rd Avenue Service Connections: 333 Proj Desc: City of Pompano Beach, Sewer Lining Project, Pompano Beach, FL 33060 Face Contract Value: 551,419.7 NE 713th St. & NW 7th Ave., PO#1 00945, Pompano Beach (954) 786-4153 Final Contract Value: 555,803.9 FL Contact: Bid Date: 11/20/09 JDE Owner: Pompano Beach City of (Sanitary) Actual Completion Date: 8/20/10 JDE Proj Desc: Pompano Beach FL,Ne13th&NW 7TH Resin Type: AOC 102TA Diameter Totals: 42,532 12,532 324 324 Product Totals;| 12,856 12,856 Project: 141595 Customer: Jacksonville Airport Authority Project Manager: Curvel, Brandt Mitche Status: Job Closed 13365 Aeronautical Cir Service Connections: 0 Proj Desc: APAC-Southeast, Cecil Field Rehab Runway Jacksonville, FL 32221-8105 Face Contract Value: 911,081 9R-272, Jacksonville FL (904) 741-2056 Final Contract Value: 891,473 Bid Date: 4/16/09 Contact: Actual Completion Date: 6/22/10 JDE Owner: Jacksonville Aviation Authority JDE Proj Desc: Apac-Southeast,Cecil Field REH Resin Type: AOC 102TA Diameter Totals: 469 604 1,306 1,906 635 1,280 Product Totals: 6,200 6,200 Proprietary Property and Trade Secret of Aegion, Inc. Unauthorized Use, Dissemination and Disclosure Strictly Prohibited. EEE OSOSSSOSCSSS'SS = a Last Refresh Date: 5/22/13 9/15 Project: 141602 Customer: Department of Transportation - State of Florida, Project Manager: Curvel, Brandt Mitche Status: Job Closed 605 Suwannee Street Service Connections: 1 Proj Desc: Edgewater Drive Pipeline Rehabilitation Tallahassee, FL 32399 Face Contract Value: 854,969 #E5M94 - Department of Transportation - State of Florida, (850) 414-4100 Final Contract Value: 854,969 FL Contact: Bid Date: 1/5/10 Actual Completion Date: 7/15/10 Resin Type: AOC 102TA JDE Owner: Florida Dept. of Transp. (Deland) JDE Proj Desc: Florida DOT, Edgewater DR. Diameter Totals: : Os oe 12,578 2,716 115 115 Product Totals:| 258 2,573 2,831 Project: 141627 Customer: City of Crystal River, FL Project Manager: Curvel, Brandt Mitche Status: Job Closed 123 NW Hwy 19 Service Connections: 164 Proj Desc: City of Crystal River, CIPP Sewer Rehab, Crystal River, FL 34428 Face Contract Value: 532,939.2 Crystal River FL (352) 795-4216 Final Contract Value: 529,639.8 Bid Date: 3/26/10 Contact: Actual Completion Date: 7/9/10 JDE Owner: Crystal River City of JDE Proj Desc: Crystal River, FL Resin Type: AOC 102TA Diameter Totals: 16,704 16,704 Product Totals: Proprietary Property and Trade Secret of Aegion, Inc. Unauthorized Use, Dissemination and Disclosure Strictly Prohibited. OSS SSSSSS’’ ss; = re Last Refresh Date: 5/22/13 10/15 Project: 14163206 Customer: Project Manager: Gerber, Brandon Way Status: Job Closed Service Connections: 611 Proj Desc: Sanitary Sewer Rehabilitation with Cured in ; Face Contract Value: 911,561.5 Place Pipelining PID 2040 Final Contract Value: 977,448.5 County of Pinellas, FL Contact: Bid Date: 4/6/10 JDE Owner: Pinellas County Board of CO Comm , FL Actual Completion Date: 11/22/11 JDE Proj Desc: Pinellas County,Release#6 Resin Type: AOC 102TA Diameter Totals: Ee SS 939 18,073 130 130 Product Totals:| 15,973 2,230 18,203 Resin Type: PE-102T filled Diameter Totals: 12;409) 12,409 3,365 3,365 oe eee 110 Product Totals:| 15,884 15,884 Project: 141636 Customer: City of Cape Coral, FL Project Manager: Gerber, Brandon Way Status: Job Closed Not Available Service Connections: 383 Proj Desc: City of Cape Coral, Gravity Sewer Main, Cape Coral, FL 33915-0006 Face Contract Value: 886,192.81 Service Laterals & Manhole Rehab, ITB#PW1 0-33/PB, (239) 574-0748 Final Contract Value: 938,812.2 Cape Co Contact: Bid Date: 5/25/10 JDE Owner: Cape Coral City of (FL) Actual Completion Date: 2/15/11 JDE Proj Desc: Cape Coral FL,ITB#Pw10-33/PB Resin Type: AOC 102TA Diameter Totals: 26,366 1,218 27,584 Product Totals:| Proprietary Property and Trade Secret of Aegion, Inc. Unauthorized Use, Dissemination and Disclosure Strictly Prohibited. I Oh <r Last Refresh Date: 5/22/13 11/15 Project: 141648 Customer: Department of Transportation - State of Florida, Project Manager: Gerber, Brandon Way Status: Job Closed 606 Suwannee Street Service Connections: 0 Proj Desc: Pipe Lining, Desilt, Video and Repair #E5P56 - Tallahassee, FL 32399 Face Contract Value: 555,088 Department of Transportation - State of Florida, FL (850) 414-4100 Final Contract Value: 515,750.5 Bid Date: 6/1/10 Contact: Actual Completion Date: 10/22/10 JDE Owner: Florida Dept. of Transp. (Deland) JDE Proj Desc: Florida DOT, Cont#E5p56 Resin Type: AOC 102TA Diameter Totals: Oe TOO) rrr 8309 2,009 Product Totals: 1,700 309 2,009 Project: 141658 Customer: City of Riviera Beach, FL Project Manager: Kendrix, Frank A. Status: Job Closed 600 West Blue Heron Bivd Service Connections: 17 Proj Desc: City of Riviera Beach Utilities District - A1A, West Palm Beach, FL 33404 Face Contract Value: 521,189.3 Park Ave & Surf Dr. Sewer Line (561) 845-4000 Final Contract Value: 570,187.38 Bid Date: 6/24/10 Contact: Actual Completion Date: 10/28/10 JDE Owner: Riviera Beach Util.City of JDE Proj Desc: Riviera Beach Util.D.A1A,Park Resin Type: AOC 102TA Diameter Totais: 396 3,521 ; See 1,802 Product Totals:| 5,719 §,719 Proprietary Property and Trade Secret of Aegion, Inc. Unauthorized Use, Dissemination and Disclosure Strictly Prohibited. SSS: Project: 141687 Status: Job Closed Proj Desc: City of Deerfield Beach, FL - RFP #2010-11/12 Bid Date: 11/30/10 Actual Completion Date: 4/22/41 Resin Type: AOC 102TA Customer: City of Deerfield Beach, FL 290 Goolsby Bivd Deerfield Beach, FL 33442-3002 (954) 480-4270 Contact: JDE Owner: Deerfield Beach City of JDE Proj Desc: Deerfield Beach, FL Last Refresh Date: 5/22/13 Project Manager: Kendrix, Frank A. Service Connections: 1,089 Face Contract Value: 1,221,081.8 Final Contract Value: 1,233,556.8 Diameter Totals: _ 40,092. 40,092 4,642 4,642 3,887 3,897 32 32 Product Totals:| 48,663 48,663 Resin Type: Other Diameter Totals;| Leo oS I8T7A 874 Product Totals: 571 §71 Project: 14169110 Customer: Project Manager: Gerber, Brandon Way Status: Job Closed Proj Desc: Term Contract for Stormwater Sliplining , Rehabilitation I] #Y11-1 70-J2 - County of Orange, FL Bid Date: 1/27/41 Contact: Actual Completion Date: 8/29/12 JDE Owner: Orange County (FL) JDE Proj Desc: Orange County,REL#1 0,WO#1-16 Service Connections: 0 Face Contract Value: 536,077.2 Final Contract Value: 536,077.2 Resin Type: PE-102T filled Diameter Totals: 430 1,741 1,200 320 344 371 | ee Poi | cena 805 305 Product Totals: 2,447 2,264 4,711 Proprietary Property and Trade Secret of Aegion, Inc. Unauthorized Use, Dissemination and Disclosure Strictly Prohibited. 0 IEESE'S SS rc rr rr Last Refresh Date: 5/22/13 13/15 Project Manager: Curvel, Brandt Mitche Service Connections: 0 ’ Face Contract Value: 1,099,852 Final Contract Value: 1,068,552 Project: 141696 Customer: Status: Job Closed Proj Desc: Department of Transportation - Headquarters - Florida, FL - Dept of Transportation-Volusia County Bid Date: 3/1/11 Contact: Actual Completion Date: 10/28/11 JDE Owner: Florida Dept. of Transp. (Deland) JDE Proj Desc: Florida Dept.OF Trans.,CT#E5p3 Resin Type: AOC 102TA Diameter Totals: “1959 1,959 5,310 5,310 Product Totals: 7,269 7,269 Resin Type: PE-102TA filled Diameter Totals: 296 296 387 387 Product Totals: 683 683 Resin Type: PE-102T filled Diameter Totals: 60: 601 1,064 1,064 ok 2,141 2,141 245 991 1,236 SS Poo 313 313 Product Totals:| 245 5,110 5,355 Proprietary Property and Trade Secret of Aegion, Inc. Unauthorized Use, Dissemination and Disclosure Strictly Prohibited. ESSEES~=S=S<S—C CO Last Refresh Date: §/22/13 14/15 Project: 141709 Customer: Department of Transportation - State of Florida, Project Manager: Curvel, Brandt Mitche Status: Job Closed 605 Suwannee Street Service Connections: 2 Proj Desc: Department of Transportation - Headquarters - Tallahassee, FL 32399 Face Contract Value: 1 :818,177 Florida, FL - Dept of Transportation-Volusia County E5 (850) 414-4100 Final Contract Value: 1,818,177 Bid Date: 6/7/11 Contact: Actual Completion Date: 2/16/12 JDE Owner: Florida Dept. of Transp. (Deland) JDE Proj Desc: Florida Dept.OF Trans.CT#E5q01 Resin Type: PE-102TA filled (-. : Diameter Totals: Resin Type: PE-102T filled Diameter Totals: “35976 3,976 2,765 2,765 3,546 3,546 4,849 4,849 re Jen B56) ee 2,313 2,669 Product Totals: 356 17,449 17,805 Project: 14172402 Customer: Project Manager: Kendrix, Frank A. Status: Job Closed Service Connections: 299 Proj Desc: City of Pompano Beach, 2012, Parent, Reline ; Face Contract Vatue: 526,997.8 Various Sewer Mains & Laterals, PO#1214 045, Pompano : Final Contract Value: 525,943.8 Beach Contact: Bid Date: 11/9/11 JDE Owner: Pompano Beach City of (Sanitary) Actual Completion Date: 3/1/12 JDE Proj Desc: Pompano Beach FL,REL#2,VAR.LOC Resin Type: PE-102T filled | Diameter Totals: 3449/_(13,4491 Proprietary Property and Trade Secret of Aegion, Inc. Unauthorized Use, Dissemination and Disclosure Strictly Prohibited, AI inAnM'US=’[ oe Last Refresh Date: 5/22/13 18/15 Project: 14172501 Customer: Project Manager: Curvel, Brandt Mitche Status: Job Closed Service Connections: 0 Proj Desc: JEA Water & Sewer Division - Annual Contract ; Face Contract Value: 680,027.03 Bid Date: 9/20/14 Final Contract Value: 680,027.03 Actual Completion Date: 3/9/12 Contact: JDE Owner: JEA JDE Proj Desc: JEA,Cont#11 6616, PO#118454 Resin Type: PE-102T filled SH _Diameter Totals: Project: 14173901 Customer: Project Manager: Gerber, Brandon Way Status: Job Closed Service Connections: 127 Proj Desc: Wastewater Gravity Sewer Rehabilitation ; Face Contract Value: 602,951 Contract 12-C-00001 - City of Tampa, FL Final Contract Value: 601,424,7 Bid Date: 3/20/12 Contact: Actual Completion Date: 10/18/12 JDE Owner: Tampa City of (FL) JDE Proj Desc: Tampa FL-,CT#1 2-C-00001(WOx#6) Resin Type: PE-102T filled Diameter Totals: 3948) 3,948 87 87 ee eee : opin 233 2,541 2,541 B84 oe eee 334 476 1,464 1,940 Product Totals: 7,619 1,464 9,083 Proprietary Property and Trade Secret of Aegion, Inc. Unauthorized Use, Dissemination and Disclosure Strictly Prohibited. EASY Sa ———————— Report Date Range (Bid Date): 1/1/2008 - 5/1/2013 Diameter: 1- ALL State:FL. Project Status:Job Closed Product:01 - CIPP - Standard;10 - CIPP-ILS;14 - CIPP - Air Inversion Steam Project Manager: ALL Report Date Range (Completion Date): ALL Footage: ALL Last Refresh Date: 5/22/13 1: Diameter Totals: -365;975.8/ 4,945 416,446.8 47,729 2,159 49,888 143330 gag 14,656 11,073 7,023 18,096 USO he Te B69 19,418 410 410 604 604 868 ee etom 9,759 1,596 5,396 6,992 SE STA ee AyO08 2,277 1,700 1,529 3,229 ee eee ee "3,853 5,601 115 115 Product Totals: 455,843.8 15,526 87,628 558,997.8 Proprietary Property and Trade Secret of Aegion, Inc. Unauthorized Use, Dissemination and Disclosure Strictly Prohibited.