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164-2021 - SAK Construction 2021 Sewer Lining
AGREEMENT THIS AGREEMENT made and entered into this / day of DaLlWael, 2021, and referred to as Contract No. 164-2021 by and between the City of Richmond, Indiana, a municipal corporation acting by and through its Board of Sanitary Commissioners (referred to as the"City"), and SAK Construction, LLC, 864 Hoff Road, O'Fallon, MO 63366 (hereinafter referred to as the "Contractor"). SECTION I. STATEMENT AND SUBJECT OF WORK City hereby agrees to retain Contractor for approximately ten thousand five hundred eighty-seven LE of CIPP Sewer Lining, including cleaning,CCTV and lateral reinstatement. The foregoing shall meet the requirements previously requested by the City which are set forth on the Invitation to Bid, which is attached hereto and incorporated by reference herein as Exhibit "A", to which the Contractor has responded with said response being incorporated by reference herein, and attached hereto as Exhibit"B". Should any provisions,terms, or conditions contained in any of the documents attached hereto and incorporated by reference herein as Exhibits, conflict with any of the provisions, terms, or conditions of this Agreement, this Agreement shall be controlling. The Contractor shall furnish all labor, material, equipment, and services necessaty for the proper completion of all work specified. Contractor shall submit statements or bills monthly. No performance of services shall commence until the following has been met: 1. The City is in receipt of any required certificates of insurance and/or warranties; 2. The City is in receipt of any required affidavit(s) signed by Contractor in accordance with I.C. § 22-5-1.7-11(a)(2); and 3. A purchase order has been issued by the Purchasing Department. SECTION II. STATUS OF CONTRACTOR Contractor shall be deemed to be an independent contractor and is not an employee or agent of the City of Richmond. The Contractor shall provide, at its own expense,competent supervision of the work. SECTION III. COMPENSATION City shall pay Contractor at the rates indicated in Exhibit "B". Specifically, City shall not be required to exceed paying the sum of Three Hundred Forty-Seven Thousand Eight Hundred Thirty- One Dollars and 50/100 ($347,831.50) for the total project cost. SECTION IV. TERM OF AGREEMENT This Agreement shall become effective when signed by all of the parties hereto. Contractor shall have one hundred eighty(180)days to achieve substantial completion of the work described herein, and set forth within the attached exhibits, plus an additional thirty (30) days to achieve final completion. Notwithstanding the term of this Agreement, City may terminate this Agreement in whole or in part,for cause, at any time by giving at least thirty(30)days written notice specifying the effective 1 Page effective date and the reasons for termination which shall include but arc not be limited to the following: a, failure, for any reason of the Contractor to fulfill, in a timely manner its obligations under this Agreement; b. submission of a report, other work product, or advice,whether oral or written,by the Contractor to the City that is incorrect, incomplete, or does not meet reasonable professional standards in any material respect; c. ineffective or improper use of funds provided under this Agreement; d. suspension or termination of the grant funding to the City under which this Agreement is made; or e. unavailability of sufficient funds to make payment on this Agreement. This Agreement may also be terminated by either the City or the Contractor, in whole or in part, by mutual Agreement setting forth the reasons for such termination, the effective date, and in the case of partial termination, the portion to be terminated. This Agreement may also be terminated by either the City or the Contractor, without cause, by giving at least thirty(30) days written notice to the other party. in the event of termination of this Agreement, the City shall be required to make payment for all work performed prior to the date this Agreement is terminated, but shall be relieved of any other responsibility herein. SECTION V. INDEMNIFICATION AND INSURANCE Contractor agrees to obtain insurance and to indemnify the City for any damage or injury to person or property or any other claims which may arise from the Contractor's conduct or performance of this Agreement, either intentionally or negligently; provided, however, that nothing contained in this Agreement shall be construed as rendering the Contractor liable for acts of the City, its officers, agents, or employees. Contractor shall as a prerequisite to this Agreement, purchase and thereafter maintain such insurance as will protect it from the claims set forth below which may arise out of or result from the Contractor's operations under this Agreement, whether such operations by the Contractor or by any sub-contractors or by anyone directly or indirectly employed by any of them, or by anyone for whose acts the Contractor may be held responsible. Coverage Limits A. Worker's Compensation& Statutory Disability Requirements B. Employer's Liability $100,000 C. Comprehensive General Liability Section 1. Bodily Injury $1,000,000 each occurrence $2,000,000 aggregate 2 I Page Section 2. Property Damage $1,000,000 each occurrence D. Comprehensive Auto Liability Section 1. Bodily Injury $1,000,000 each person $1,000,000 each occurrence Section 2. Property Damage $1,000,000 each occurrence E. Comprehensive Umbrella Liability $1,000,000 each occurrence $1,000,000 aggregate F. Malpractice/Errors &Omissions Insurance $1,000,000 each occurrence $2,000,000 aggregate SECTION VI. COMPLIANCE WITH WORKER'S COMPENSATION LAW Contractor shall comply with all provisions of the Indiana Worker's Compensation law, and shall, before commencing work under this Agreement, provide the City a certificate of insurance, or a certificate from the industrial board showing that the Contractor has complied with Indiana Code Sections 22-3-2-5, 22-3-5-1 and 22-3-5-2. If Contractor is an out of state employer and therefore subject to another state's worker's compensation law, Contractor may choose to comply with all provisions of its home state's worker's compensation law and provide the City proof of such compliance in lieu of complying with the provisions of the Indiana Worker's Compensation Law. SECTION VII. COMPLIANCE WITH INDIANA E-VERIFY PROGRAM REQUIREMENTS Pursuant to Indiana Code 22-5-1.7, Contractor is required to enroll in and verify the work eligibility status of all newly hired employees of the contractor through the Indiana E-Verify program. Contractor is not required to verify the work eligibility status of all newly hired employees of the contractor through the Indiana E-Verify program if the Indiana E-Verify program no longer exists. Prior to the performance of this Agreement, Contractor shall provide to the City its signed Affidavit affirming that Contractor does not knowingly employ an unauthorized alien in accordance with IC 22-5-1.7-11 (a) (2). In the event Contractor violates IC 22-5-1.7 the Contractor shall be required to remedy the violation not later than thirty (30) days after the City notifies the Contractor of the violation. If Contractor fails to remedy the violation within the thirty (30) day period provided above, the City shall consider the Contractor to be in breach of this Agreement and this Agreement will be terminated. If the City determines that terminating this Agreement would be detrimental to the public interest or public property, the City may allow this Agreement to remain in effect until the City procures a new contractor. If this Agreement is terminated under this section, then pursuant to IC 22-5--1.7-13 (c) the Contractor will remain liable to the City for actual damages. SECTION VIII. IRAN INVESTMENT ACTIVITIES Pursuant to Indiana Code (IC) 5-22-16.5, Contractor certifies that Contractor is not engaged in investment activities in Iran. In the event Board determines during the course of this Agreement that this certification is no longer valid, Board shall notify Contractor in writing of said determination and shall give contractor ninety (90) days within which to respond to the written notice. In the event Contractor fails to demonstrate to the Board 3 P a p e that the Contractor has ceased investment activities in Iran within ninety (90) days after the written notice is given to the Contractor, the Board may proceed with any remedies it may have pursuant to IC 5-22-16.5. In the event the Board determines during the course of this Agreement that this certification is no longer valid and said determination is not refuted by Contractor in the manner set forth in IC 5-22-16.5, the Board reserves the right to consider the Contractor to be in breach of this Agreement and terminate the agreement upon the expiration of the ninety (90) day period set forth above. SECTION IX, PROTEBITION AGAINST DISCRIMINATION A. Pursuant to Indiana Code 22-9-1-10, Contractor, any sub-contractor, or any person acting on behalf of Contractor or any sub-contractor shall not discriminate against any employee or applicant for employment to be employed in the performance of this Agreement, with respect to hire, tenure, terms, conditions or privileges of employment or any matter directly or indirectly related to employment, because of race, religion, color, sex, disability, national origin, or ancestry. B. Pursuant to Indiana Code 5-16-6-1, the Contractor agrees: I. That in the hiring of employees for the performance of work under this Agreement of any subcontract hereunder, Contractor, any subcontractor, or any person acting on behalf of Contractor or any sub-contractor, shall not discriminate by reason of race, religion, color, sex, national origin or ancestry against any citizen of the State of Indiana who is qualified and available to perform the work to which the employment relates; 2. That Contractor, any sub-contractor, or any person action on behalf of Contractor or any sub-contractor shall in no manner discriminate against or intimidate any employee hired for the performance of work under this Agreement on account of race, religion, color, sex, national origin or ancestry; 3. That there may be deducted from the amount payable to Contractor by the City under this Agreement, a penalty of five dollars ($5.00) for each person for each calendar day during which such person was discriminated against or intimidated in violation of the provisions of the Agreement; and 4. That this Agreement may be canceled or terminated by the City and all money due or to become due hereunder may be forfeited, for a second or any subsequent violation of the terms or conditions of this section of the Agreement. C. Violation of the terms or conditions of this Agreement relating to discrimination or intimidation shall be considered a material breach of this Agreement. SECTION X. RELEASE OF LIABILITY Contractor hereby agrees to release and hold harmless the City and all officers, employees, or agents of the same from all liability which may arise in the course of Contractor's performance of its obligations pursuant to this Agreement. SECTION XI. MISCELLANEOUS 9 I P a cf e This Agreement is personal to the parties hereto and neither party may assign or delegate any of its rights or obligations hereunder without the prior written consent of the other party. Any such delegation or assignment, without the prior written consent of the other party, shall be null and void. This Agreement shall be controlled by and interpreted according to Indiana law and shall be binding upon the parties, their successors and assigns. This document constitutes the entire Agreement between the parties, although it may be altered or amended in whole or in part at any time by filing with the Agreement a written instrument setting forth such changes signed by both parties. By executing this Agreement the parties agree that this document supersedes any previous discussion,negotiation, or conversation relating to the subject matter contained herein. This Agreement may be simultaneously executed in several counterparts, each of which shall be an original and all of which shall constitute but one and the same instrument. The parties hereto submit to jurisdiction of the courts of Wayne County, Indiana, and any suit arising out of this Contract must be filed in said courts. The parties specifically agree that no arbitration or mediation shall be required prior to the commencement of legal proceedings in said Courts. By executing this Agreement, Contractor is estopped from bringing suit or any other action in any alternative forum, venue, or in front of any other tribunal, court, or administrative body other than the Circuit or Superior Courts of Wayne County, Indiana, regardless of any right Contractor may have to bring such suit in front of other tribunals or in other venues. Any person executing this Contract in a representative capacity hereby warrants that he/she has been duly authorized by his or her principal to execute this Contract. In the event of any breach of this Agreement by Contractor, and in addition to any other damages or remedies, Contractor shall be liable for all costs incurred by City in its efforts to enforce this Agreement, including but not limited to, City's reasonable attorney's fees. In the event that an ambiguity, question of intent, or a need for interpretation of this Agreement arises, this Agreement shall be construed as if drafted jointly by the parties, and no presumption or burden of proof shall arise favoring or disfavoring any party by virtue of the authorship of any of the provisions of this Agreement, IN WITNESS WHEREOF, the parties have executed this Agreement at Richmond, Indiana, as of the day and year first written above, although signatures may be affixed on different dates. [Remainder of this Page Intentionally Left Blank. Signatures to Follow on Page Six] 5 I Page "CITY" "CONTRACTOR" The City of Richmond, Indiana, by and SAK Construction, through its Board of Sanitary Commissioners /,,, , By: /27- Rfie iller, President (Printed): f2)0NI c.,1 I :I 4 2_ i Dated://00- 7 Title: Pres i d e,-- "1- ,-------------;) ,,,, --m,..--------1"'"-- afr-BRITS1U-TaVice President Dated: I ',), 1 Dated: 11/2-,,Li caieg Stdi s, Member Dated: APPROVED: DavIrk', n'av,1 ayo.1:2"-) Dated: 6 I Page CITY OF RICHMOND INDIANA INVITATION TO BID 2021 Sewer Lining Project FOR RICHMOND SANITARY DISTRICT EXHIBIT"A"-page 1 of 99 INDEX INVITATION TO BID Bid Form See Attached Form Notice to Bidders 1 Page Invitation for Bid 1 Page STANDARD TERMS AND CONDITIONS Definition A.1 Departments A.2 Bidder&Contractor A.3 Estimated Quantities A.4 Addenda A.5 Bidding Documents B.1 Substitutions B.2 Demonstrations/Samples B.3 Data Privacy B.4 Bidding Procedures C.1 Bid Security C.2 Submission of Bids C.3 Bidder's Representation C.4 Modification or Withdrawal of Bid C.5 Delivery of Goods C.6 Consideration of Bids D.1 Rejection/Acceptance of Bids D.2 Bid Award D.3 Warranties, Guarantees &Maintenance D.4 Contract Documents E.I Indemnification F.1 Workers Compensation Insurance F.2 Payments G.1 Method of Invoicing G.2 Damages for Delays G.3 Specifications Proposal Sheet EXHIBIT"A"-page 2 of 99 Richmond Sanitary District 2021 Lining Project Bid Sheet 9/20/2021 Item No. Description Qty Units Unit Price Qty Price 1 Mobilization/Demobilization 1 LS $ $ (Max 5%of$350,000 or Total Bid,whichever is less) 2 Protruding Tap Removal(Undistributed) 1 EA $ $ Area 1 3 Lateral/Sewer Reinstatement 6 EA $ $ 4 CIPP Lining-10"Sewer from MH#148-032 to MH#148-031 130 LF $ $ 5 CIPP Lining-10"Sewer from MH#148-031 to MH#148-030 122 LF $ $ Area 1 Price: $ Area 2 6 Lateral/Sewer Reinstatement 26 EA $ $ 7 CIPP Lining-8"Sewer from MH#182-067 to MH#182-068 341 LF $ $ 8 CTPP Lining-8"Sewer from MH#182-068 to MH#182-023 298 LF $ $ Area 2 Price: $ Area 3 9 Lateral/Sewer Reinstatement 5 EA $ $ 10 CTPP Lining-12"Sewer from MH#141-036 to MH#141-039 179 LF $ $ Area 3 Price: $ Area 4 11 Lateral/Sewer Reinstatement 16 EA $ $ 12 CIPP Lining-8"Sewer from MH#158-002 to MH#158-003 205 LF $ $ 13 C1PP Lining-8"Sewer from MH#158-003 to MH#158-004 395 LF $ $ Area 4 Price: $ Area 5 14 Lateral/Sewer Reinstatement 39 EA $ $ 15 C1PP Lining-8"Sewer from MH#175-028 to MH#175-027 338 LF $ $ 16 CTPP Lining-8"Sewer from MH#175-027 to MH#175-025 159 LF $ $ 17 C1PP Lining-8"Sewer from MH#176-012 to MH#176-011 349 LF $ $ 18 CTPP Lining-8"Sewer from MH#176-011 to MH#176-010 375 LF $ $ 19 C1PP Lining-8"Sewer from MH#176-010 to MH#195-003 298 LF $ $ 20 CTPP Lining-8"Sewer from MH#195-002 to MH#195-003 307 LF $ $ Area 5 Price: $ Area 6 21 Lateral/Sewer Reinstatement 23 EA $ $ 22 CTPP Lining-8"Sewer from MH#186-023 to MH#186-022 212 LF $ $ 23 CIPP Lining-8"Sewer from MH#186-022 to MH#186-021 300 LF $ $ 24 CTPP Lining-8"Sewer from MH#186-021 to MH#186-019 202 LF $ $ 25 CIPP Lining-8"Sewer front MH#186-019 to MH#186-018 299 LF $ $ Area 6 Price: $ Area 7 26 Lateral/Sewer Reinstatement 42 EA $ $ 27 C1PP Lining-8"Sewer from MH#185-034 to MH#185-033 360 LF $ $ 28 CIPP Lining-8"Sewer from MH#185-033 to MH#1 85-032A 273 LF $ $ 29 C1PP Lining-8"Sewer from MH#185-032A to MH#185-032 300 LF $ $ 30 CIPP Lining-18"Sewer from MH#184-082 to MH#184-081 251 LF $ $ 31 C1PP Lining-18"Sewer from MH#184-081 to MH#184-072 281 LF $ $ 32 CTPP Lining-18"Scwcr from MH#184-072 to MH#184-071 287 LF $ $ 33 C1PP Lining-8"Sewer from MH#184-028 to MH#184-027 292 LF $ $ 34 CTPP Lining-8"Scwcr from MH#184-027 to MH#184-026 255 LF $ $ 35 CIPP Lining-8"Sewer from MH#184-026 to MH#184-025 249 LF $ $ Arca 7 Price: $ Area 8 36 Lateral/Scwcr Reinstatement 40 EA $ $ 37 CIPP Lining-8"Sewer from MH#102-006 to MH#102-005 353 LF $ $ 37 CTPP Lining-8"Scwcr from MH#102-005 to MH#102-009 351 LF $ $ 38 CIPP Lining-8"Sewer from MH#102-009 to MH#102-002 308 LF $ $ Contractor Name: Page 1 of 2 EXHIBIT"A"-page 3 of 99 39 CIPP Lining-8"Sewer from MH#102-002 to MH#102-001 362 LF $ $ 40 CIPP Lining-8"Sewer from MH#102-007 to MH#102-008 403 LF $ $ 41 CIPP Lining-8"Sewer from MH#102-008 to MH#102-001 418 LF $ $ 42 CIPP Lining-8"Sewer from MH#102-001 to MH#102-010 254 LF $ $ 43 CIPP Lining-8"Sewer from MH#102-010 to MH#102-010A 284 LF $ $ 44 CIPP Lining-8"Sewer from MH#102-010A to MH#103-017 272 LF $ $ Area 8 Price: $ Area 9 45 Lateral/Sewer Reinstatement 21 EA $ $ 46 CIPP Lining-8"Sewer from MH#214-016 to MH#214-012 368 LF $ $ 47 CIPP Lining-8"Sewer from MH#214-015 to MH#214-012 157 LF $ $ 48 CIPP Lining-8"Sewer from MH#214-012 to MH#214-011 140 LF $ $ 49 CIPP Lining-8"Sewer from MH#214-005 to MH#214-006 232 LF $ $ Area 9 Price: $ Area 10 50 Lateral/Sewer Reinstatement 2 EA $ $ 51 CIPP Lining-24"Sewer from MH#182-092 to MH#182-092A 20 LF $ $ 52 CTPP Lining-24"Sewer from MH#182-092A to MH#182-092B 136 LF $ $ 53 CIPP Lining-24"Sewer from MH#182-092B to MH#182-092D 96 LF $ $ 54 CTPP Lining-24"Sewer from MH#182-092D to MH#182-092C 69 LF $ $ 55 CIPP Lining-24"Sewer from MH#182-092C to MH#182-095 50 LF $ $ Area 10 Price: $ Total Price: $ 1 have received addendum number(s) ,and the prices in this bid reflect these changes/clarifications. Contractor Name Authorized Signature Date Contractor Name: Page 2 of 2 EXHIBIT"A"-page 4 of 99 NOTICE TO BIDDERS BOARD OF SANITARY COMMISSIONERS RICHMOND, INDIANA Notice is hereby given that sealed proposals will be received by Board of Sanitary Commissioners of the Richmond Sanitary District of Richmond, Indiana at their office at the Administration Building, 2380 Liberty Avenue of said City on Tuesday, November 9, 2021, until 9:00 A.M. for furnishing the following in accordance with specifications on file at the Richmond Sanitary District, 2380 Liberty Ave., Richmond,Indiana, and in the Office of Purchasing in the Municipal Building, 50 North Fifth Street, Richmond, Indiana. The sealed proposals will be publically opened and read by the Board of Sanitary Commissioners of the Richmond Sanitary District at 10:00 a.m.,November 9, 2021, in the Sally Hutton Room of the Municipal Building, 50 North 5th Street, Richmond, Indiana. 2021 Sewer Lining Project All proposals shall be properly and completely executed on a Form No. 96 as prescribed by the State Board of Accounts of the State of Indiana. All proposals submitted shall be accompanied by an acceptable Bidder's Bond, Certified Check or Cashier's check made payable to the Richmond Sanitary District in the amount of 5% of the total bid price. If the bidder is from out-of-state, the Bidder's Bond must be secured by a Surety who is admitted to do business in Indiana. The successful bidder will be required to submit a Performance Bond in the amount of 100% of the bid price and a 100%Labor and Materials Payment Bond,prior to commencing work. Checks of the unsuccessful bidders will be returned on award of the proposals. Specifications and bid forms may be secured from the Richmond Sanitary District, 2380 Liberty Ave., Richmond, Indiana 47374. All proposals should be placed in a sealed envelope marked "Confidential-Bid Proposal" on outside of envelope. A virtual pre-bid conference will be held on October 28, 2021 at 1:30 P.M.You can attend the meeting using the following link: h ips://rochmoonde nd'uaona- gov.zoom.us/j/89824550095, or phone number and meeting ID: +1 312 626 6799 (phone), 898 2455 0095 (meeting ID). You are strongly encouraged to attend this conference (meeting) as this will be the only one conducted. Attendance is not mandatory. The Board of Sanitary Commissioners of the Richmond Sanitary District of the City of Richmond,Indiana reserves the right to reject any and all bids,parts of bids and re- advertise for same and to waive informalities or errors in bidding. Bidder will be required to comply with all applicable Equal Employment Opportunity laws and regulations, including Section 504 of the Rehabilitation Act of 1983. BOARD OF SANITARY COMMISSIONERS Sue Miller Aman Bakshi EXHIBIT"A"-page 5 of 99 Greg Stiens Publish Dates: October 20th& October 27th, 2021 EXHIBIT"A"-page 6 of 99 INVITATION FOR BID This invitation is issued to establish a contract to supply the City of Richmond with a commodity or service in accordance with accompanying specifications. Specification For: 2021 Sewer Lining Project Submit Bids Before 9:00 a.m. on Day of Bid Opening to: Board of Sanitary Commissioners Richmond Sanitary District Administration Building 2380 Liberty Avenue Richmond, IN 47374 Bid Opening: Time: 10:00 a.m. Date: November 09, 2021 Location of Bid Opening: City of Richmond Sally Hutton Community Room 50 North 5th Street Richmond, IN 47374 Bid Bond: 5% (See Section C.2) Performance Bond: 100% (See Section C.2) Labor &Materials Payment Bond: 100% (See Section C.2) Maintenance Bond: 100%, 12 Months (See Section C.2) Insurance/Workman's Compensation: YES (See Section B.1.4 &F.2.1) Common Constructions Wages: N/A (See Section B.1.5 & See attached) Bid Form Included: FORM 96 Schedule of Values: YES EXHIBIT"A"-page 7 of 99 r ?mire Ent?,ts Definitions: E.-Verify Program—A electronic verification of work authorization progra,, of the [Illegal Immigration Reform and Immigration Responsibility Act of 1996 (P.L. 104-208), Division C, Title IV,s.403 (a), as a.me,,ded, operated by the United States Department of Ho,,;eland Security or successor work authorization program designated by the United States epart of Homeland Security or other federal agency authorized to verify the work authorization status of newly hired employees under the Immigration Reform and control Act of 1986 (P.L. 99-603). No performance of services shall commence until the following has been met: 1. The City is in receipt of any required certificates of insurance; 2. The City is in receipt of any required affidavit signed by Contractor in accordance with Indiana Code 22-5-1.7-11 (a) (2); and 3. A purchase order has been issued by the Purchasing Department. w OD DI OD 1. dO HP gjnimi,,ouoii n' Di MI MI MD DI 111 DI MI MP MI HD OUWI000EDIDO MDDD2DEDEDEIDIDEDIDIDDWIWTDO DOIWDDETDOD]EDE m'DODIDEDIDIWIWIDEDODIDI DEED WIDIIUEIEEDWIWIW C111,1 PLIANCE WIT I: INDIANA E-VE mom G A M BENTS Pursuant to Indiana Code 22.5.1,7, Contractor is required to enroll in and verify the work eligibility status of all newly hired employees of the contractor through the Indiana E-Verify program. Contractor is not required to verify the work eligibility status of all newly hired employees of the contractor through the Indiana E-Verify program if the Indiana E-Verify program no longer exists. Prior to the performance of the Agreement, Contractor shall provide to the City its signed Affidavit affirming that Contractor does not knowingly employ an unauthorized alien in accordance with IC 22-5-1.7 (a) (2). In the event Contractor violates IC 22-5-1.7 the Contractor shall be required to remedy the violation no later than thirty (30) days after the City notifies the Contractor of the violation. If the Contractor fails to remedy the violation within the thirty (30) day period provided above, the City shall consider the Contractor to be in breach of this Agreement and this Agreement will be terminated. If the City determines that terminating this Agreement would be detrimental to the public interest or public property, the City may allow this Agreement to remain in effect until the City procures a new contractor. If this Agreement is terminated under this section, then pursuant to IC 22-5-1.7-13 (c) the Contractor will remain liable to the City for actual damages. EXHIBIT"A"-page 8 of 99 • • ./Lifidavit of Employment Eligibility Verification The Contractor, affirms under the penalties of perjury that Contractor does not knowingly employ an unauthorized alien, If Contractor is self-employed and does.not employ any employees, Contractor verifies lie or she is a United States citizen or qualified. alien, The Contractor has not knowingly employed or contracted with an unauthorized alien and • shall not retain an employee or contract with a person that the Contractor subsequently learns is an unauthorized alien. Pursuant to Indiana Code'22-5-1.7, Contractor has enrolled in and veriad•the workieligibility status of all newly hired employees of the contractor through the .Indiana E-Verify program. The Contractor has required Contractor's subcontractors to certify to_the.Contractor that the subcontractor does not knowingly employ or contract with an unauthorized alien and that the subcontractor has enrolled and is participating•in the E-Verify program. The Contractor will maintain this certification throughout the duration of the term of a contract with a subcontractor. I hereby verify under the penalty of perjury that the foregoing statement is true. Dated this day of , 20 (signature) • (printed name) • • EXHIBIT"A"-page 9 of 99 , . > -ri 0 —0 a) '..) a C = )0,1 5 X' 1--- a) — 0 , 3 ' z I 1 00.,,,, 0 ll Loi 0 T I 0) M 0 Fa' 71 r8 73 g jj 0 c M 0 0 3 ° a Fc, (f) (7) a w g ..T. ..a. EXHIBIT"A"-page 10 of 99 ' . � � w�wm�State��mx�~^ �����JT�����T����� �U[� ����� �� U�U U�� ������ /�� ���� � u / �r��� / ��. .^� ~�o�~� FOR' u ^�~�"—"�� " " ~^" ` ^~� �T��4 1 PART/ x n ��� be completed for all bids) � (Please type Orprint) ° Date: 1. Governmental Unit (]wnmr): 2. County: 3. Bidder (Firm): Address: City/State: 4. Tu|ephone Number: , 5. Agent of Bidder (if applicable): Pursuant to notices given, the undersigned offers tofurnish labor and/or material necessary to complete the public works project of (Governmental Unit) in accordance with plans and specifications prepared by and dated for the sum of � The undersigned further agrees tofurnish a bond or certified check with this bid for an amount specified in the notice of the letting. If alternative bids apply, the undersigned submits a proposal for each in accordance with the notice. Any addondume attached will be specifically referenced at the applicable page. If additional units of material included in the contract are needed, the 0001 of units must be the same as that shown in the original contract if accepted by the Governmental Unit. If the bid is to be awarded on e unit basis, the itemization of the units uhoU be shown on o separate attachment. The Contractor and his subcontractors, if any, ahoU not discriminate against or intimidate any employee, or applicant for employment, to be employed in the performance of this onntrmo , with respect toany matter directly or indirectly related to employment because of race, re|igion, oo|or, aex, national origin or ancestry. Breach of this covenant may be regarded as material breach of the contract. CERTIFICATION OF USE {)F UNITED STATES STEEL PRODUCTS � (|f applicable) 1,the undersigned bidder or agent as a contractor on a public works project, understand my statutory obligation to use steel products made in the United States. I.C.5-16-8-2. 1 hereby certify that I and all subcontractors employed byma for this project will use steel products this project if awarded. \ understandthat violations hereunder � � may result inforfeiture of contractual payments. NON - COLLUSION AFFIDAVIT The undersigned bidder nragent, being duly sworn on oath, says that he has not, nor has any other mmmber, napreaentative, or agent of the firm, company, corporation or partnership represented by him, entered into any oombinohon, collusion or agreement with any person relative to the price to be bid by anyone at such letting nor to prevent any person from bidding nor to induce anyone to refrain from bidding, and that this bid is made without � reference to any other bid and without any agreement, understanding or combination with any other person in reference to such bidding. ° He further says that no person or persons, firms' or corporation has, have or will receive directly or indixyc1|y, any oeba1e, fee, gift, commission or thing of value on account of such sale. OATH AND AFFIRMATION | affirm under the penalties of perjury that the foregoing facts and information are true and correct to the best � ofmy knowledge and belief. [ Dated at this day of ' (Name mOrganization) | By � U " (Title of Person Signing) ACKNOWLEDGEMENT � STATE OF ) ' ) SS: COUNTY OF ) being duly sworn, deposes and says that heiu � of the above and that the (Title) (Name mOrganization) � statements contained in the foregoing bid, certification and affidavit are true and correct. Subscribed and sworn to before me this day of ^ Notary Public My Oomiaoion Expires: County ofResidence: EXHIBIT"A" page 1z«[oa ACCEPTANCE � | The above bid is accepted this day of . . subject to the following conditions: � Contracting Authority Members: PART 11 (Complete sections UUU. and |V for all state and local public works projects as required by statutes if project is one hundred thousand dollars (B100.000) or more. (|C30'1'12'4) Governmental Unit: Bidder (Firm) Date: These statements to be submitted under oath by each bidder with and as a part of his bid. 'Attach additional pages for each section as needed. SECTION | EXPERIENCE QUESTIONNAIRE 1. VVhek public works projects has your organization completed for the period of one (1) year prior to the data of the current bid? � When ContractAmount Class Name and Address cfOwner Completed 2. What public wmdm projects are now in process of construction by your organization? Contract Amount Class of Work When to beName and Address ofOwner 3. Have you ever failed 1000mp|ehe any work awarded to your? If so, where and why? _ _ 4. List references from private firms for which you have performed work. � ~ - SECTION /1 PLAN AND EQUIPMENT QUESTIONNAIRE 1. Explain your plan or layout for performing proposed work. (Examples could include a narrative of when your could begin wn/k, completed the project, number cfworkers, etc. and any other information which you believe would enable the governmental unit consider your bid.) 2. If you intend to sublet any portion of the work, state the name and address of each ouboon\rankzr, equipment to be used by the subcontractor, and whether you expect to require a bond. Hmwever, if you any unable to currently provide listing, please understand, a listing must be provided prior Vo contract approval. � 3. VVhok equipment do you have available to use for the proposed project? Any equipment to be used by subcontractors may also be required to be listed by the governmental unit. 4. Have you entered into contracts or received o#om for all materials which substantiate the prices used in preparing you proposal? Otherwise, piease explain the rationale used which would corroborate the prices listed. EXHIBIT"A" page 14«[oa 77 7777 or 7,777777 SECTION III CONTRACTOR'S FINANCIAL STATEMENT Attachment of bidder's financial statement is mandatory. Any bid submitted without said financial statement as required by statute shall thereby be rendered invalid. The financial statement provieded hereunder to the governing � body awarding the contract must be specific enough in detail ao that said governing body can make aproper determination of the bidder's capability for completing the project if awarded. = � ' SECTION 1V OATH AND AFFIRMATION | hereby affirm under the penalties of perjury that the facts and inhznnsUon contained in the foregoing bid for public works are true and correct to the beat of my knowledge and belief. Dated at this day of . (Name of Organization) By ` (Tide of Person Signing) ACKNOWLEDGEMENT STATE OF COUNTY OF ) being duly sworn, deposes and says that he is of the above (Tide) (Name o/O,ganizaoon) and that the answers to the questions in the foregoing questionnaires and all statements therein contained are true and correct. � � Subscribed and sworn to before me this day of . wmaw Public My Commission Expires: County of Residence: EXHIBIT"A" page 15«[0Q ~ M1 3 STANDARD TERMS&CONDITIONS ARTICLE A INSTRUCTION TO BIDDERS A. 1 DEFINITION: A. 1.1 City of Richmond A. 1.2 The City is in Wayne County,a political subdivision of the State of Indiana. A.2 DEPARTMENTS: A.2.1 The following are the depai tinents that are under Richmond Code 41.02(h)Central Purchasing: Park and Recreation,Police,Fire, Sanitary District(Liquid&Solid Waste), Clerk,Attorney, Controller,Purchasing,Planning,Engineering,and all other City Government units such as Street,Rose View Transit,and the Airport. A. 3 BIDDER AND CONTRACTOR: A. 3.1 A bidder is a person or entity who submits a bid. A. 3.2 The contractor is the person or entity who enters into a contract with the City of Richmond to furnish goods or services. A.4 ESTIMATED QUANTITIES: A.4.1 If the quantity set forth in the Invitation to Bid and Proposal is approximate and represents the estimated requirements of the City for a specified period of time,the unit price and the extended total price thereof shall be used only as a basis for the evaluation of bids. The actual quantity of materials necessary may be more or less than the estimate,but the City shall neither be obligated nor limited to any specific amount. The city will, if at all possible,restrict increases to 20%of the estimated quantity and will,if at all possible,restrict decreases to 20%of the estimated quantity. A.5 ADDENDA: A. 5.1 An addendum is a written instrument issued by the City of Richmond prior to the date for receipt of bids which modify or interpret the bidding documents by addition, deletions, clarifications or corrections. A. 5.2 Addenda will be mailed or delivered to all who are known by the Purchasing Department to have received a complete set of bidding documents. A. 5.3 Copies of addenda will be made available for inspection in the Purchasing Department. A. 5.4 No addendum will be issued later than forty-eight(48)hours prior to the date and time for receipt of bids except an addendum withdrawing the request for bids or one which includes postponement of the date of receipt of bids. A. 5.5 Each bidder shall ascertain prior to submitting his bid that he has received all addenda issued, and he shall acknowledge their receipt on the proposal of this bid. EXHIBIT"A"-page 16 of 99 B.4 DATA PRIVACY B.4.1 Contractor agrees to abide by all applicable local, state and federal laws and regulations concerning the handling and disclosure of private and confidential information concerning individuals and corporations as to inventions,patents,and patent rights. Then contractor agrees to hold the City of Richmond harmless from any claims resulting from the contractor's unlawful disclosure or use of private or confidential information. B.4.2 All laws of the United States of America,the State of Indiana and City of Richmond are applicable to the products or services covered herein,are made a part there • EXHIBIT"A"-page 17 of 99 C.4 BIDDER'S REPRESENTATION C.4.1 Each bidder by making his bid represents that the bidder has read and understood the bidding documents and his bid has been made in accordance therein. C. 4.2 Each bidder for services further represents that the bidder has familiarized himself with the local conditions under which the work is to be done and has correlated his observations with the requirements of the bidding documents. C.4.3 Each bidder agrees that he will not discriminate against any employee or applicant for employment because of race, color,religious creed,ancestry,physical handicap,sex or political affiliation, and that he will take affirmative action to insure that applicants are employed and that employees are treated during employment without regard to race,color,religious creed, physical handicap,ancestry,sex or political affiliation. C. 4.4 Each bidder shall be responsible for complying with any applicable affirmative action laws. C.5 MODIFICATION OR WITHDRAWAL OF BID C. 5.1 A bid may not be modified,withdrawn or canceled by the bidder following the time and date designated for receipt of bids and each bidder so agrees in submitting his bid. C. 5.2 Prior to the time and date designated for receipt of bids, any bid submitted may be modified or withdrawn by notice to the Purchasing Director at the place designated for receipt of bids. C. 5.3 Withdrawn bids may be resubmitted up to the time designated for the receipt of bids provided that they are then fully in conformance with these instructions to bidders. C.6 DELIVERY OF GOODS C.6.1 All delivered goods are to be FOB Richmond,IN,unless otherwise stated in the bid. C.6.2 The City reserves the right to inspect and have any goods tested after delivery for compliance with the specifications. Notice of latent defects,which would make the items unfit for the purposes for which they are required,may be given at any time within one(1)year after discovery of the defects. C.6.3 All items rejected must be removed immediately by the contractor at the expense and risk of the contractor. If the contractor fails or refuses to remove the rejected items,they may be sold by the City and the proceeds used to cover all related expense incurred by the City. C.6.4 In some cases,at the discretion of the City, inspection of the commodities or equipment will be made at the factory,plant, or other establishments where they are produced before shipment. C.6.5 The above provisions shall not be constructed in limitation of any rights the City may have under any laws including the Uniform Commercial Code. C.6.6 If applicable,State written approval is required before the release of any Bonds or payments will he made to contractor. EXHIBIT"A"-page 18 of 99 D. 3.3 Unless otherwise indicated in the invitation for bids,the City reserves the right to award the contract in whole or in part,by item,by group of items or by section where such action serves the best interest of the City. D. 3.4 Bids submitted on an"all or none"basis or similar basis will be evaluated against the total of the low bids for the individual items. D.4 WARRANTIES, GUARANTEES AND MAINTENANCE D.4.1 A copy of the manufacturer's warranties and/or guarantees for the items bid must accompany vendor's bid. A copy of your company's warranties and/or guarantees for the items bidding also must accompany vendor's bid. D.4.2 As a minimum requirement of the City,the vendor will also guarantee, in writing,that any defective components discovered within a one(1)year period following the date of equipment acceptance shall be replaced by the vendor at no cost to the City. D.4.3 Replacement parts of defective components shall be shipped to the City of Richmond at no cost to the City. If defective parts are required to be returned to the vendor,the shipping costs shall be borne by the vendor. EXHIBIT"A"-page 19 of 99 ARTICLE F INSTRUCTIONS TO BIDDERS INDEMNIFICATION,INSURANCE, AND PROTECTION OF LIVES AND PROPERTY F.1 INDEMNIFICATION F. 1.1 The contractor shall indemnify and hold harmless the City of Richmond and its officers and employees from and against all claims, damages, losses,expenses, including but not limited to attorney's fees, arising out of or resulting from the performance of the contract,provided that any such claim, damage,loss or expense(a)is attributable to bodily injury, sickness,disease or death, or to injury to or destruction of tangible property(other than goods,materials and equipment furnished under this contract)including the loss of use resulting there from,and(b) is caused in whole or in part by any negligent act or omission of the contractor, any subcontractor,or anyone directly employed by any of them or anyone for whole acts any of them may be liable,regardless of whether or not it is caused in part by a party indemnified hereunder. F. 1.2 In any and all claims against the City or any of its officers or employees by any employee of the contractor, any subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable,the indemnification obligation under this paragraph G. 1 shall not be limited in any way by any limitation of the amount or type of damages, compensation or benefits payable by or for the contractor or any sub-contractor under worker's or workmen's compensation acts, disability benefit acts or other employee benefit acts. F.2 WORKER'S COMPENSATION INSURANCE F. 2.1 For contracts involving performance of work pursuant to the provisions of Indiana Code IC 22- 3-2-14 (a)bidders are required to furnish a certificate from the Indiana Worker's Board showing that such bidder has complied with IC 22-3-2-5,22-3-5-1 and IC 22-3-5-2. F.3 INSURANCE F. 3.1 The Contractor shall, as prerequisite to this Agreement,purchase and thereafter maintain such insurance as will protect him from the claims set forth below which may arise out of or result from the Contractor's operations under this Agreement,whether such operations by the Contractor or by any Sub-contractors or by anyone who directly or indirectly employed by any of them, or by anyone for whose acts any of them may be liable. EXHIBIT"A"-page 20 of 99 ARTICLE G INSTRUCTIONS TO BIDDERS GENERAL CONDITIONS OF THE CONTRACT G.1 PAYMENTS G. 1.1 The City is not subject to federal excise taxes. Federal Tax Exemption Registry Number is 35- 6001174. G. 1.2 The City is not subject to the Indiana sales and use taxes on the purchase of goods and other materials. Where the contract includes the combination of labor and material,the contractor shall pay the Indiana sales and use taxes on the materials only. G.2 METHOD OF INVOICING FOR PAYMENT G. 2.1 No contract will be official for services or materials unless a purchase order has been issued. G.2.2 Contractor shall bill the City: (a)on regular invoice form giving a complete and detailed description of the goods delivered,including purchase order number;and(b)if the contractor allows a cash discount,the period of time in which the City must make payment to qualify for discounts shall be computed from the date the City received the invoice(completely filled out), or the date the goods are delivered and accepted,whichever may be later,and shall be for not less than thirty(30)days and(c)if more than one shipment is made under the contract,the City will make partial payments on a basis that is agreeable to both parties. G.2.3 Payments under this contract will be made in the manner provided by law for payments of claims against the City. G.2.4 No payment will be made for production overruns in excess of the quantity ordered by the City (unless with prior written approval). G.2.5 No payment shall constitute an acceptance of any goods or services not in accordance with the requirements of the contract. G.2.6 Schedule of values may be used in contractual work. City will so designate if applicable. (See Invitation for Bid Page) G.3 DAMAGES FOR DELAYED DELIVERY AND/OR CONTRACTUAL SERVICES G. 3.1 In the event delivery of completed item or items bid and/or unaccomplished contractual completion date is delayed beyond bidder's specified date,the City of Richmond will assess certain damages of 0 /day. Certain damages will apply in all cases except the following: In the event delivery and/or completion of contract shall be necessarily delayed because of strike, injunction,government controls, or by reason of any other cause of circumstances beyond the control of the contractor,the time of completion of delivery shall be extended by a number of days to be determined in each instance by mutual agreement between the City of Richmond and the contractor. Should there be damages assessed,the City will have the right to deduct the damages from the payment to be made to contractor. EXHIBIT"A"-page 21 of 99 BID SPECIFICATIONS AND SPECIAL PROVISIONS FOR RICHMOND SANITARY DISTRICT 2021 Sewer Lining Project RICHMOND, IN DATE 9/20/2021 VON it 10 1019 STATE ❑F 3 Ae NW W Ai Prepared by: City of Richmond, Indiana Richmond Sanitary District 2380 Liberty Ave Richmond, IN 47374 (765) 983-7450 EXHIBIT"A"-page 22 of 99 H000 -- GENERAL REQUIREMENTS H000.00 INTENT AND BASIS OF AWARD H000.01 DEFINITIONS H000.02 INTERPRETATION OF DRAWINGS AND SPECIFICATIONS H000.03 PERMITS H000.04 OBLIGATIONS OF CONTRACTOR, IN GENERAL H000.05 PROTECTION OF EXISTING SEWERS, PIPES AND DRAINS, AND CONDUITS H000.06 PROTECTION OF EXISTING STRUCTURES H000.07 PROTECTION OF ADJACENT TRAIL AND PARK AREAS, PUBLIC AND PRIVATE PROPERTY H000.08 PROTECTION AND STORAGE OF MATERIALS AND EQUIPMENT H000.09 SAFETY REQUIREMENTS H000.10 AID TO THE INJURED H000.11 SANITARY MEASURES H000.12 INTOXICATING LIQUORS H000.13 ACCESS TO WORK H000.14 CLEANING UP H000.15 RIGHT-OF-WAY AND EASEMENTS H000.16 QUALITY OF MATERIALS H000.17 QUALITY OF WORKMANSHIP H000.18 DEFECTIVE MATERIALS OF WORK H000.19 PRECONSTRUCTION AND PROGRESS MEETINGS H000.20 WORK SCHEDULE NOTIFICATION H000.21 CHANGES IN THE PROJECT H000.22 CHANGE IN WORK H000.23 UTILITY INFORMATION AND COORDINATION H000.24 PAYMENT FOR AUTHORIZED EXTRA WORK: REDUCTIONS IN PAYMENT FOR DELETED WORK H000.25 THIRD PARTY CLAIMS FOR LABOR, MATERIALS AND DAMAGE H000.26 MATERIAL H000.27 CONTINUING THE WORK H000.28 UNFORESEEABLE ABNORMAL AND UNUSUALLY SEVERE WEATHER CONDITIONS (MODIFIED 1NDOT VERSION) H000.29 ELECTRONIC DOCUMENTS H000.30 MOBILIZATION/DEMOBILIZATION (if itemized on bid sheet) EXHIBIT"A"-page 23 of 99 H100 -- SPECIAL REQUIREMENTS H100.01 DESCRIPTION OF WORK H100.02 SPECIAL CONTRACT CONDITIONS H100.03 EXISTING FACILITIES ACCESS H100.04 CONSTRUCTION WATER H100.05 CONSTRUCTION POWER H100.06 UTILITY NOTIFICATION H100.07 CONSTRUCTION SEQUENCE H100.08 PROJECT PROGRESS MEETING H100.09 OVERRUN OF CONTRACT QUANTITIES H100.10 SUBSIDIARY WORK H100.11 PRE-BID CONFERENCE H100.12 CONSTRUCTION LAYOUT H100.13 AS-BUILT DRAWINGS H100.14 TIME OF COMPLETION AND LIQUIDATED DAMAGES H100.15 ITEMS TO BE SUBMITTED WITH BID H100.16 PRE-CONSTRUCTION AUDIO-VIDEO SURVEY H100.17 CONTROL OF GROUNDWATER AND SURFACE WATER H100.18 SANITARY SEWER BY-PASS PUMPING H100.19 SHOP DRAWING SUBMITTALS H 100.20 MAINTENANCE OF TRAFFIC H200-BYPASS PUMPING/ SEWAGE FLOW CONTROL H200.01 INTENT H200.02 SCOPE OF WORK H200.03 PROTECTION OF PUBLIC AND PRIVATE PROPERTY H200.04 EXECUTION H200.05 WET WEATHER EVENTS H200.06 MEASUREMENT AND PAYMENT H300- CCTV INSPECTIONS H300.01 INTENT H300.02 SCOPE OF WORK H300.03 CCTV EQUIPMENT H300.04 CCTV EXECUTION H300.05 DOCUMENTATION H300.06 MEASUREMENT AND PAYMENT H1200- CURED-IN-PLACE PIPE (CIPP) REHABILITATION H 1200.01 INTENT H1200.02 GENERAL H1200.03 PRODUCTS EXHIBIT"A"-page 24 of 99 H1200.04 EXECUTION H1200.05 MEASUREMENT AND PAYMENT H1200.06 WARRANTY H1300- SEWER CLEANING H 1300.01 INTENT H1300.02 SCOPE OF WORK H1300.03 SAFETY H1300.04 EXECUTION A. CLEANING EQUIPMENT B. ACCESS C. BYPASS PUMPING D. BLOCKAGES PREVENTING CLEANING E. DEBRIS REMOVAL AND DISPOSAL F. TREE REMOVAL AND LAND DISTURBANCE WITHIN EXISTING EASEMENT G. MAJOR PROBLEMS AND EMERGENCY SITUATIONS H. CLEANING PRECAUTIONS I. WATER H1300.05 ACCEPTANCE H1300.06 MEASUREMENT AND PAYMENT EXHIBIT"A"-page 25 of 99 SECTION H000 GENERAL REQUIREMENTS H000.00 INTENT AND BASIS OF AWARD 1. Intent It is the intent of this project is to award and CIPP line as many sewer segments contained within these documents as possible for the budget available ($350,000) for the work. 2. Basis of Award If one or more bids are received that total less than $350,000, this project will be awarded to the contractor who is the lowest, most responsive and responsible bidder. If no awardable bids are received from a contractor that total less than $350,000, the award will be made to the Contractor who can complete the most amount of sewer lining (starting in Area 1 and moving down the bid sheet pipe segment by pipe segment) for an amount not to exceed $350,000. H000.01 DEFINITIONS A. Owner Wherever the term "Owner" is used herein it shall refer to and designate the CITY of RICHMOND, INDIANA B. Engineer Wherever the term "Engineer" is used herein it shall refer to and designate the Richmond Sanitary District's Engineering Department. C. Resident Representative Wherever the term "Resident Representative" is used herein, it shall refer to and designate the Resident Engineer or resident inspector duly and directly authorized by the Owner to perform engineering and inspection services in connection with and construction contemplated herein. D. Bidder Wherever the term "Bidder"is used herein, it shall refer to and designate the person,partnership,joint venture or corporation submitting a proposal for the EXHIBIT"A"-page 26 of 99 work contemplated, acting directly or through a duly authorized representative. E. Contractor Wherever the term "Contractor" is used herein, it shall refer to and designate the person, firm, partnership,joint venture, or corporation to whom the within Contract is awarded by the Owner, and who is subject to the terms thereof. F. Sub-Contractor Wherever the term "Sub-Contractor" is used herein, it shall refer to and designate a contractor person, firm, partnership,joint venture, or corporation, other than the Contractor, supplying labor and materials, or labor, for the work at the site of the Project. G. Drawings Wherever the term "Drawings"is used herein, it shall refer to and designate the drawings, prepared on behalf of the Owner and the plans,profiles, typical sections, standard and special detail drawings, or reproductions thereof, which show the location, character, dimensions and details of the work. H. Specifications Wherever the term "Specifications" is used herein, it shall refer to and designate all written matter relative to work required to be done, the materials and equipment to be furnished and/or installed, the method of measurement of the quantity of the work done, and the method of payment for the work performed which is contained in the Contract. I. Projects Wherever the term "Projects" is used herein, it shall refer to and designate all work to be performed by the Contractor pursuant to the Contract. J. Materials Wherever the term "Materials" is used herein, it shall refer to and designate all raw and prepared Materials and manufactured and fabricated products entering into or held for use in the Project. H000.02 INTERPRETATION OF DRAWINGS AND SPECIFICATIONS All work and Materials mentioned in the Specifications are not shown on the Drawings, and all work and Materials shown on the Drawings and not mentioned EXHIBIT"A"-page 27 of 99 in the Specifications, and all work and Materials necessary for the completion of the Project according to the true intent and meaning of the Drawings, Specifications, and other contract documents shall be furnished,performed and done, as if the same were both mentioned in the Specifications and shown on the Drawings. Should anything be omitted from the Drawings or Specifications which is necessary to a clear understanding of the Project or should any error appear either in any of the various documents furnished or work done by others with respect to the Contractor shall promptly notify the Engineer of such omission or error and, in the event of his failure to do so, shall make good any damage to or defect in the work caused thereby. In case of discrepancies not otherwise resolved, figured dimensions shall govern over scaled dimensions; general Drawings; and Special Provisions shall govern over all other Contract documents. H000.03 PERMITS CONTRACTOR shall obtain all permits required by local, State and/or Federal law. Specific mention in these Specifications of any permit(s) does not exclude or excuse CONTRACTOR from obtaining any and all other permit(s) that may be required by Law and/or Regulation. There will be no charge for City of Richmond permits, if required. H000.04 OBLIGATIONS OF CONTRACTOR, IN GENERAL The Contractor shall furnish all Materials and labor and all scaffolding, tools, machinery, equipment, appliances, supplies, transportation, and other things and services of every kind necessary to perform and complete the Project. The Contractor shall be exclusively responsible for supervision of the Project, all aspects of safety at the Project site and the performance of work under the Contract. H000.05 PROTECTION OF EXISTING SEWERS, PIPES AND DRAINS, AND CONDUITS The Contractor, without extra charge, shall do everything necessary to protect, support and sustain all sewers, gas or water mains, service pipes, electric power and telephone poles or conduits encountered in the course of the work, regardless of by whom owned. Overhead wires or cables shall be protected from damage by the operation of the Contractor's equipment. EXHIBIT"A"-page 28 of 99 The CONTRACTOR shall assume all risk and liability for any inconvenience, delay, or expense that may be occasioned him by public utilities or other public or private property within the limits of the proposed improvements, whether or not such property is shown on the plans and shall not do work which might injure or damage such property until arrangements satisfactory to the property owner have been made for its protection. Nothing in the preceding paragraphs shall be constructed to relieve the Contractor from responsibility for any damage done to any water, gas or other utility line or for any interruption of any utility service due to his own negligence. If any such damage or interruption occurs, the Contractor shall take such emergency actions as may be appropriate and promptly notify the owner of the service involved as to what has occurred. H000.06 PROTECTION OF EXISTING STRUCTURES The Contractor, without extra charge, shall shore up and protect buildings, bridges,pavements, and other public or private structures which may be endangered in the prosecution of the Project and shall repair and make good any damages caused to any such property by reason of his negligence. H000.07 PROTECTION OF ADJACENT TRAIL AND PARK AREAS, PUBLIC AND PRIVATE PROPERTY CONTRACTOR shall be responsible for the protection from injury or damage of all public and private property adjacent to the Work, resulting directly to or indirectly from the execution or non-execution of the Work. Should damage to public and/or private property occur, CONTRACTOR shall restore or compensate the injured party in a manner acceptable to OWNER. H000.08 PROTECTION AND STORAGE OF MATERIALS AND EQUIPMENT Materials, tools and equipment required for the Project may be tools and equipment shall be stored neatly and compactly and in such a manner as to cause the least inconvenience and hazard to the adjacent property owners and to traffic. If the Contractor desires additional space for the storage of Materials and equipment, he shall obtain such space his own expense, and the Owner shall not be responsible for any damage to such space. H000.09 SAFETY REQUIREMENTS Any construction under the Contract shall be performed in accordance with the "Specific Safety Requirements of the Industrial Commission of Indiana Relating EXHIBIT"A"-page 29 of 99 to Construction"published by the Indiana Occupational Safety and Health Administration. The Contractor and all subcontractors and material men for and part of the Contract work shall not require laborers or mechanics employed in the performance of the Contract to work in surroundings or under working conditions which are unsanitary, hazardous or dangerous to their health or safety. The Contractor and subcontractor shall comply with the Occupational Safety and Health Act of 1970 during the conduct performance on and in connection with this Project. Said compliance shall include observance with the Safety and Health Regulations for Construction as issued by the Secretary of Labor and as set forth in Title XXIX, Code of Federal Regulations, Chapter XVII, Part 1926 as they are now in existence and as may be here in after amended. Whenever any public road or street is wholly or partly closed or obstructed, or a hazard is created therein, and wherever any condition existing during the performance of the Project creates a hazard to the safety of persons or property, public or private, The Contractor, without extra charge, shall provide, to the full extent reasonably required to warn and protect against the hazard, suitable markers, reflectors, traffic controls, flagmen, or other safeguards, or a suitable and effective combination of some or all of such safeguards. Whenever any traffic controls or traffic control devices are used, they shall conform to the requirements of the current edition of the "Indiana State Highway Commission Safety Manual". The Contractor shall assume responsibility for all accidents with respect to the Project and shall indemnify and protect the Owner, the Engineer and the Resident Representative from all claims, suits, liabilities and cost arising out of any injury to the person or property of another resulting from negligence in the performance of the Project. H000.10 AID TO THE INJURED The Contractor shall keep, ready for immediate use, all articles necessary for giving first aid to the injured. He shall also have standing arrangements for the immediate removal and hospital treatment of anyone who may be injured on the Project. H000.11 SANITARY MEASURES The Contractor, without extra change, shall maintain adequate sanitary conveniences for the use of all persons connected within the Project. All such conveniences shall at all times be satisfactory to the local health authorities. All persons connected with the Project shall be obliged to use them. Any employee EXHIBIT"A"-page 30 of 99 of the Contractor or any Sub-contractor found violating this provision shall be discharged and not again employed without the written consent of the Owner. H000.12 INTOXICATING LIQUORS The Contractor shall neither permit nor suffer the introduction or use of intoxicating liquors upon or about the site of the Project. H000.13 ACCESS TO WORK The Contractor shall provide the Owner, the Engineer, the Resident Representative, and representatives of interested local, state or federal agencies with access to, and proper facilities for the inspection of, the Project during construction. H000.14 CLEANING UP As the work progresses, the Contractor, without extra charge, shall; tear down and remove all temporary structures built by him; remove all construction equipment and surplus materials; repair and replace all parts existing embankments, fences or other structures which were removed or damaged by his operation; restore and clean all channels, drains, manholes, and miscellaneous appurtenant structures; remove all rubbish; and put the site generally in a neat and orderly condition. H000.15 RIGHT-OF-WAY AND EASEMENTS All sewers are located within existing rights-of-way or easements. See Drawing Appendix for additional information on Easement locations. CONTRACTOR shall be solely responsible for securing additional appropriate Rights-of-Entry from each and every private property owner whose property it desires to cross to access easement areas. CONTRACTOR shall not enter private property outside right-of-way and/or easement limits for any purpose in connection with the Work without obtaining the written permission of the property owner. Work covered by these Specifications shall include furnishing of all equipment, labor, and material to adequately achieve access to work areas off road. OWNER will assist CONTRACTOR in its endeavors to achieve access to all areas of the Work. All costs associated with obtaining adequate access to work sites for equipment and personnel are considered incidental to the Work, and the costs thereof shall be included in the appropriate contract items as contained in the Contract Documents. EXHIBIT"A"-page 31 of 99 H000.16 QUALITY OF MATERIALS All Materials shall be the best of their respective kinds. The Contractor shall give the Owner advance data as to the kind and quality of Materials to be used. The Owner may require any Materials to be tested by means of samples or otherwise. When required,the testing of Materials shall be done by an independent testing laboratory in accordance with standards of the American Society for Testing and Materials or as stipulated in the Specifications. Such testing and the transportation of samples shall be paid for by the Owner, but the Contractor, without extra charge, shall furnish the samples and prepare and box them for shipment to the laboratory. The Contractor shall not incorporate in the Project any Materials for which tests are required until the tests have been made and the Materials found acceptable and in accordance with the Specifications. Rejected materials shall be removed from the site immediately and shall not be incorporated in the Project. H000.17 QUALITY OF WORKMANSHIP All employees shall be skilled and experienced in the techniques of the trade in which they are working. The completed work shall reflect workmanship commensurate with the foregoing requirements. H000.18 DEFECTIVE MATERIALS OF WORK Should any Materials or work be discovered which do not comply with the contract documents, then, regardless of whether such Materials or work previously have been inspected or approved, such Materials or work shall be removed, replaced, repaired or otherwise remedied at the Contractor's expense. Should defective Materials or work be suspected and the Owner so require, the Contractor shall uncover, take down, or make openings in the finished work at such points as the Owner designates for the purpose of allowing and examination of such Materials or work. Should Materials or work thus exposed and examined prove satisfactory, the uncovering, taking down or making of openings, replacing of the covering and making good of parts removed shall be paid for by the Owner; but should the Materials or work examined prove unsatisfactory, the uncovering, taking down or making of openings, replacing and making good shall be at the Contractor's expense. The inspection or approval of Materials or work shall not relieve the Contractor from any of his obligations to fulfill the Contract as herein prescribed. H000.19 PRECONSTRUCTION AND PROGRESS MEETINGS Prior to beginning the Work, CONTRACTOR shall attend a pre-construction conference conducted by OWNER. The purpose of the pre-construction EXHIBIT"A"-page 32 of 99 conference includes,but is not limited to, establishing construction schedules, coordination with utilities and affected property owners, coordination with OWNER and other City agencies, reviewing schedule of values, establishing submittal requirements and submittal procedures, and generally providing for the coordinated start-up and prosecution of the Work. CONTRACTOR shall attend scheduled monthly progress meeting with OWNER at locations that will be designated by OWNER. CONTRACTOR shall provide an updated progress report and schedule to OWNER at monthly progress meetings. H000.20 WORK SCHEDULE NOTIFICATION CONTRACTOR shall provide a listing of the next work day's activities by 12:00 noon of the previous day for OWNER'S scheduling and inspection purposes. All work scheduled for Monday shall be provided on Friday of the preceding week. H000.21 CHANGES IN THE PROJECT If the Owner desires to make any changes in the line, grade, dimensions, Materials,plan or any other aspect of the Project it may do so provided only that such changes, in the aggregate, do not change the total Contract price by more than twenty(20)percent. Adjustment of the Contract price for such changes shall be made under Paragraph H000.24 of these General Conditions. No change in the Project which diminishes the quality of work to be performed under the Contract shall entitle the Contractor to claim any damages, whether for anticipated profits or otherwise. H000.22 CHANGE IN WORK 1. AUTHORIZED CHANGES IN THE WORK A. Without invalidating the Contract and without notice to any surety, Owner may, at any time or from time to time, order additions, deletions, or revisions in the Work by a Change Order, or a Work Change Directive. Upon receipt of any such document, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). B. If Owner and Contractor are unable to agree on entitlement to, or on the amount or extent, if any, of an adjustment in the Contract Price or Contract Times, or both, that should be allowed as a result of a Work Change Directive, a Claim may be made therefore as provided in Paragraph H000.21.5. EXHIBIT"A"-page 33 of 99 2. UNAUTHORIZED CHANGES IN THE WORK A. Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Times with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented by a work change directive or by a change order. 3. EXECUTION OF CHANGE ORDERS A. Owner and Contractor shall execute appropriate Change Orders recommended by Engineer covering: 1. changes in the Work which are: (a) ordered by Owner pursuant to Paragraph H000.21.1.A (b) agreed to by the parties; 2. changes in the Contract Price or Contract Times which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed in accordance with a Work Change Directive; and 3. changes in the Contract Price or Contract Times which embody the substance of any written decision rendered by Engineer pursuant to Paragraph H000.21.5;provided that, in lieu of executing any such Change Order, an appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulations, but during any such appeal, Contractor shall carry on the Work and adhere to the Progress Schedule 4. NOTIFICATIONS TO SURETY A. If notice of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Times) is required by the provisions of any bond to be given to a surety, the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted to reflect the effect of any such change. 5. CLAIMS A. Engineer's Decision Required: All Claims, except those waived pursuant to making and acceptance of final payment, shall be referred to the Engineer for decision. A decision by Engineer shall be required as a condition precedent to any exercise by Owner or Contractor of EXHIBIT"A"-page 34 of 99 any rights or remedies either may otherwise have under the contract Documents or by Laws and Regulations in respect of such Claims. B. Notice: Written notice stating the general nature of each Claim, shall be delivered by the claimant to Engineer and the other party to the Contract promptly(but in no event later than 30 days) after the start of the event giving rise thereto. The responsibility to substantiate a Claim shall rest with the party making the Claim. Notice of the amount or extent of the Claim, with supporting data shall be delivered to the Engineer and the other party to the Contract within 60 days after the start of such event (unless Engineer allows additional time for claimant to submit additional or more accurate data in support of such Claim). A Claim for an adjustment in Contract Price or Contract Time shall be prepared in accordance with the requirements of the Owner. Each Claim shall be accompanied by claimant's written statement that the adjustment claimed is the entire adjustment to which the claimant believes it is entitled as a result of said event. The opposing party shall submit any response to Engineer and the claimant within 30 days after receipt of the claimant's last submittal (unless Engineer allows additional time). C. Engineer's Action: Engineer will review each Claim and, within 30 days after receipt of the last submittal of the claimant or the last submittal of the opposing party, if any, take one of the following actions in writing: 1. deny the Claim in whole or in part, 2. approve the Claim, or 3. notify the parties that the Engineer is unable to resolve the Claim if, in the Engineer's sole discretion, it would be inappropriate for the Engineer to do so. For purposes of further resolution of the Claim, such notice shall be deemed a denial. D. In the event that Engineer does not take action on a Claim within said 30 days, the Claim shall be deemed denied. E. Engineer's written action under Paragraph H0000.21.5 or denial pursuant to Paragraphs H000.21.5.C.3 or H000.21.5.D will be final and binding upon Owner and Contractor. F. No Claim for an adjustment in Contract Price or Contract Times will be valid if not submitted in Accordance with Paragraph H000.21. H000.23 UTILITY INFORMATION AND COORDINATION EXHIBIT"A"-page 35 of 99 CONTRACTOR shall be responsible for providing all temporary utility facilities necessary to support the Work. H000.24 PAYMENT FOR AUTHORIZED EXTRA WORK: REDUCTIONS IN PAYMENT FOR DELETED WORK Extra work shall be paid for, and reductions in payment for deleted work shall be made, at the unit prices set forth in the proposal, to the extent applicable, or if no unit prices are applicable and agreement cannot be reached, then the amount shall be determined as follows: A. If the work is performed by the Contractor: 1. Actual cost of Materials used. Plus 2. Payroll cost of direct labor, including a prorated share of the payroll cost of foreman who perform duties in addition to those related to the work involved. Plus 3. Twenty(20)percent of Al and A2, above to cover direct and indirect overhead, use of small tools and profits. Plus 4. Equipment rental as defined below. B. If the work is performed by a Sub-contractor: 1. The Sub-contractor's price shall not exceed the sum of item Al, A2 ,A3, and A4, above, Plus 2. Ten (10)percent of A, above, to cover the Contractor's direct and indirect overhead and profits. Rental of equipment shall include all operating expenses and shall not exceed the rentals listed in the latest edition of the Associated Equipment Distributors' Rental Schedule. The Engineer will certify to the Owner for payment all duly authorized extra work which has been performed by the Contractor in accordance with the terms of the Contract and any supplementary agreements which may apply. Daily records shall be kept by the Contractor for all Materials, labor and equipment used on authorized "cost plus" extra work; these records shall be presented to the Resident Representative for checking purposes before noon of the day following that on which the Materials, labor and equipment were used. H000.25 THIRD PARTY CLAIMS FOR LABOR, MATERIALS AND DAMAGE EXHIBIT"A"-page 36 of 99 The Contractor shall, from time to time, as required by the Owner, furnish the Owner with satisfactory evidence that all persons who have done work or furnished Materials under the Contract or have suffered damage on account of the Contractor's operations have been fully paid or secured. The Owner does not hereby assume any of their claims out of funds due or that may become due to the Contractor or out of its own funds. H000.26 MATERIAL All materials supplied shall be new and unused. H000.27 CONTINUING THE WORK Contractor shall carry on the work and adhere to the progress schedule during all disputes or disagreements with Owner. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as Owner and Contractor may otherwise agree in writing. H000.28 UNFORESEEABLE ABNORMAL AND UNUSUALLY SEVERE WEATHER CONDITIONS (MODIFIED INDOT VERSION) (NA) H000.29 ELECTRONIC DOCUMENTS Electronic copies of Bid Plans and Specifications may be provided upon request for Contractor's reference only. Bids shall be submitted based on hard copies of plans, specifications and addenda provided by the City of Richmond in order to avoid errors and/or omissions due to printing, etc. H000.30 MOBILIZATION/DEMOBILIZATION (IF ITEMIZED ON BID SHEET) Mobilization/Demobilization shall consist of all work necessary for the movement of personnel and equipment to and from the project sites and for the establishment and removal of all facilities necessary to the performance of the Work. EXHIBIT"A"-page 37 of 99 SECTION H100 SPECIAL REQUIREMENTS H100.01 DESCRIPTION OF WORK The work is located in multiple areas in the Richmond Sanitary District and consists of CIPP sewer rehabilitation. H100.02 SPECIAL CONTRACT CONDITIONS Not used on this project. H100.03 EXISTING FACILITIES ACCESS 1. The Contractor shall be responsible for maintaining access to existing businesses during the construction period. If access is temporarily disrupted, the Contractor shall be responsible for providing ingress egress from properties. 2. It is the responsible of the Contractor to notify property owners of any disruption if any normal use of property by its owner. 3. Contractor will maintain traffic at all times unless noted. H100.04 CONSTRUCTION WATER Construction water will be responsibility of the Contractor at no cost to the Owner. H100.05 CONSTRUCTION POWER The Contractor shall be in responsible for his electrical power requirements during construction. H100.06 UTILITY NOTIFICATION The Contractor shall notify all utilities prior to any excavation H100.07 CONSTRUCTION SEQUENCE A. The Contractor shall schedule his work with the Owner when his operation may affect the operation of city emergency vehicles and traffic. B. Prior to commencing the work, the contractor shall provide the engineer a detailed schedule of the proposed work. The schedule shall include a list of tasks EXHIBIT"A"-page 38 of 99 required to complete the work; their relevancy to each other, expected duration and completion dates. H100.08 PROJECT PROGRESS MEETING It shall be the responsibility of the Contractor to have a representative present at each meeting. The meeting shall be held at least once a month or as called by the Engineer for construction problem solving or changes in scope. H100.09 OVERRUN OF CONTRACT QUANTITIES Any items of the Contract, which exceeds (5%) five percent of the proposal quantities, will not be authorized for payment without prior written approval of the Engineer. H100.10 SUBSIDIARY WORK Any minor work not itemized will be considered subsidiary to the project. No separate payment will be made for this work H100.11 PRE-BID CONFERENCE All bidding Contractors may attend a pre-bid conference as advertised. H100.12 CONSTRUCTION LAYOUT Construction layout and staking, as required, will be completed by the contractor. It will be the responsibility of the contractor to maintain this staking throughout the project. H100.13 AS-BUILT DRAWINGS As-Built drawings are required to be completed by the contractor as part of this project and are to be submitted to the Richmond Sanitary District before the retainage is paid. H100.14 TIME OF COMPLETION AND LIQUIDATED DAMAGES If awarded a contract, the Contractor agrees to substantially complete all lining work within 225 consecutive calendar days from the effective date of the Notice to Proceed and fully complete all other work ready for final inspection, acceptance and close-out within 30 additional days from the date of the substantial completion. Priority Areas are Areas 1, 2 and 3. If awarded a contract, and in the case the work is not completed either substantially or fully within the above deadlines to the satisfaction of the Owner, EXHIBIT"A"-page 39 of 99 the Contractor agrees to pay to the Owner as liquidated damages the sum of$0.00 per day for each and every successive day, Saturdays, Sundays and Holidays included, after the agreed upon time until the work is completed and accepted by the owner. H100.15 ITEMS TO BE SUBMITTED WITH BID See the front end documents, request for quote cover sheet and/or advertisement information for the appropriate items to be submitted with the bid. H100.16 PRE-CONSTRUCTION AUDIO-VIDEO SURVEY Prior to construction, the Contractor shall digitally record the construction area in order to document the condition of the area. The product shall be a high quality digital audio and video DVD. The video shall present bright, sharp, clear pictures with accurate colors. The audio portion shall have proper volume, clarity and be free of distortion. The audio commentary shall contain precise and concise explanatory notes. The recordings shall include coverage of all surface features located within the construction limits and other adjacent buildings, streets, driveways, ditches, trees, shrubs, and other structures, including utility infrastructure. The recordings shall be delivered to the Engineer prior to the start of construction and before the placement of any construction materials or equipment on the proposed construction site. Recordings that do not conform to the specifications may be rejected with re-taping to be done by the Contractor at no additional cost to the Owner. The DVD's shall be delivered in storage cases. Each DVD shall be properly labeled and indexed. An index shall be provided to describe the contents of each DVD, including stationing, etc describing the location of each recording. H100.17 CONTROL OF GROUNDWATER AND SURFACE WATER The control of groundwater and surface water shall be the responsibility of the Contractor. No extra payment shall be made for this work. The Contractor shall be responsible for any temporary or permanent damage or perceived damage, including loss of water or damage of water well equipment, as a result of their dewatering. H100.18 SANITARY SEWER BY-PASS PUMPING The Contractor shall employ bypass pumps as required to keep all sewers in operation during construction as well as protect the environment from spills. The cost of this pumping shall be considered incidental unless a detailed line item in the EXHIBIT"A"-page 40 of 99 bid sheet is provided. A by-pass pumping plan and/or flow control plan will be required to be submitted and approved by the Engineer prior to installation when by-pass pumping is required. H100.19 SHOP DRAWING SUBMITTALS All materials used shall have a shop drawing submitted for review by the Engineer. These submittals shall include manufacturer information highlighting that the material complies with the specifications and drawings. No material shall be ordered or installed before this review has taken place. The submittals shall be submitted electronically via email. H100.20 MAINTENANCE OF TRAFFIC Streets or any portion of a street, including parking, may not be closed without written approval by the Engineer, the Richmond Police Department and the City of Richmond Board of Public Works and Safety where applicable. A detailed traffic control plan must be submitted by the Contractor and reviewed by the Engineer before any closure or partial closure can occur. If the Contractor gets approval to close streets or roads to through traffic for minimum periods of time he must provide proper notice to local occupants of all premises, police and fire protection authorities and other public authorities as applicable. The Contractor shall so schedule this work that this time is minimum and shall,whenever possible,make suitable provisions for access by local residents, school buses, police and fire emergency vehicles and mail delivery vehicles. The Contractor shall keep fire hydrants and other public utility valves accessible at all times. At street or road crossings where the Contractor is permitted to open cut the trench, the crossing shall be completed,cleaned up,temporary pavement in place,and open to traffic within twenty-four(24) hours from the time the street or road is closed to through traffic, unless specific approval is received from the authority having jurisdiction, for a longer period. When it is required that a street or road be closed to traffic, the Contractor shall furnish, erect and maintain barricades, suitable and sufficient lights and other lights or reflecting material at the limits of the Project. Where side streets intersect and at other points of public access to the project, the Contractor shall furnish, erect and maintain advance warning signs and barricades to direct traffic from closed sections. The Contractor shall furnish, erect and maintain detour marking signs on temporary routes, except where same may be furnished by the State or County Highway Departments. EXHIBIT"A"-page 41 of 99 Throughout construction, the Contractor shall furnish, erect and maintain such lights, signs and barricades as may be required for the protection of any local traffic permitted on the roadway. Where the improvement is to be accomplished with traffic maintained, the Contractor shall furnish, erect and maintain lights, signs, barricades, temporary guard rails and other traffic control devices, watchmen and flagmen as may be necessary to maintain safe traffic conditions. Whenever it is necessary to divert traffic from its normal channel into another channel, such diversion shall be clearly marked by cones, drums, barricades or temporary guardrail. If the markers are left in place at night, suitable lights shall be maintained. All lights, signs, barricades, flagmen, etc. used for proper traffic control shall be reflective and in accordance with the latest requirements of the State of Indiana Department of Transportation, OSHA and the manual on uniform traffic control devices (MUTCD). EXHIBIT"A"-page 42 of 99 11.s. rage inia3nalarga::3, ..eft EXHIBIT"A"-page 43 of 99 SECTION H200 BYPASS PUMPING / SEWAGE FLOW CONTROL H200.01 INTENT It is the intent of this Specification to provide the minimum requirements for bypass pumping/sewage flow control necessary to facilitate sewer line inspection and/or sewer line rehabilitation activities. H200.02 SCOPE OF WORK CONTRACTOR shall provide all labor, equipment, supervisor and materials necessary to reduce/control flows via sewage flow control mechanisms or eliminate flows via bypass pumping through as section or sections of pipe designated for rehabilitation. CONTRACTOR shall be responsible for controlling and maintaining all sanitary and storm flows within the sewer system during the Work. CONTRACTOR may drain flows by pipes, chases, fluming, bypass pumping, or other appropriate methods approved by OWNER. Plugging of any sewer line shall not be permitted without bypassing. H200.03 PROTECTION OF PUBLIC AND PRIVATE PROPERTY Precautions shall be taken to ensure that flow control and dewatering operations shall not cause flooding or damage to public or private properties. In the event flooding or damage occurs, CONTRACTOR shall make provisions to correct such damage at no additional cost to OWNER. CONTRACTOR shall be responsible for any damages to public or private property, overflows from the sewer system and violations resulting in fines as a result of the dewatering/bypass/cleaning operations. H200.04 EXECUTION When required by the Contract Documents or when required by the manufacturer of the sewer line rehabilitation product in order to facilitate the installation of a sewer line rehabilitation product, CONTRACTOR shall provide all labor, equipment and materials necessary for the transfer of flow around the section or sections of pipe designated. The bypass shall be made by diversion of the flow from an existing upstream location, around the section(s) to be taken from service for inspection or rehabilitation, to an existing downstream location. The bypass system shall be of adequate capacity to handle all flows including wet weather related flows. If bypass pumping is utilized by CONTRACTOR to control flows, CONTRACTOR shall be responsible for monitoring the bypass pumping operation at all times until Work is complete. The location of pump(s), force main, discharge point, pumping rates, etc., shall be approved by OWNER. EXHIBIT"A"-page 44 of 99 CONTRACTOR shall prepare a detailed Flow Control Plan that described the measures to be used to control flows. CONTRACTOR shall submit the Plan to and obtain approval of the Plan from OWNER prior to beginning any flow control work. CONTRACTOR's Plan shall include, but not necessarily be limited to the following: o Location of flow diversion structures, collapsible sewer plugs, dams, pumps and related materials and equipment. o Key operational control factors, (i.e. maximum flow elevations upstream of dams). o Pump sizes and flow rates. o Destination of bypassed flows including routing of force mains and provisions for vehicular and pedestrian traffic and necessary. o Wet weather event procedures. The number and size of pumps utilized in bypass pumping shall by such that if the largest pump is out of service, bypass flows will be maintained during the pass operation if the bypass is not able to be immediately removed from operation. H200.05 WET WEATHER EVENTS Where the flow control mechanism is not sufficient to handle a wet weather event, the flow control/diversion or pumping system shall be capable of quick removal so as not to create an overflow to surface waters, overflow to ground, or back-up in buildings. H200.06 MEASUREMENT AND PAYMENT No direct payment shall be made for this work. Payment for bypass pumping/sewage flow control,provisions for wet weather flow control, shall be included in the contract bid prices except as stated on the bid sheet. EXHIBIT"A"-page 45 of 99 SECTION H300 CCTV INSPECTION H300.01 INTENT It is the intent of this Specification to provide the minimum requirements for CCTV inspection. H300.02 SCOPE OF WORK CONTRACTOR shall provide all labor, equipment, supervisor and materials necessary to televise the sewers as identified in the plans and specifications. H300.03 CCTV EQUIPMENT The Contractor shall provide the necessary equipment to perform closed circuit television inspection of the designated sewer pipes. The equipment will meet the following specifications. A. Studio. A studio that contains the controls for the inspection equipment. The studio will be large enough for two (2)people to view a television monitor of the inspection procedure. The studio will be insulated from outside noises that could be inadvertently recorded on the audio channel. B. Television Monitor. A color television monitor will be available to view live camera action and recorded playback. The displayed picture must be capable of providing a clear, stable image free of electrical interference. The television monitor will measure at least 15 inches across diagonally. C. Camera. The camera used for sewer pipeline inspections will be one that has been specifically made for that purpose. The camera will operate in 100 percent humidity,be waterproof and able to withstand long periods of submergence in wastewater. The camera will be able to pan, tilt and rotate 360 degrees. The tilt arc should not be less than 225 degrees. A variable intensity control of the camera lights and remote control adjustments for focus and iris shall be located at the monitoring station. The remote control of focus and iris will range from 1-inch to infinity. The camera and monitor shall be able to produce a minimum of 460 lines of horizontal resolution and 400 lines of vertical resolution and capture images in full color. Contractor shall present on an external hard drive a continuous image of not less than ninety(90%)percent of the internal pipe circumference at all times. EXHIBIT"A"-page 46 of 99 D. Lighting. Illumination shall be adjustable and even around the sewer perimeter without loss of contrast, flare out of picture or shadowing. Lighting and camera quality shall be suitable to allow a clear in-focus picture of a minimum of ten lineal feet of the entire periphery of the sewer pipe. The lighting for the camera shall minimize glare. Lighting sensitivity shall be 3 lux or less. E. Transporters. The camera should be mounted on skids or a tractor suitably sized for the pipe to be televised that will position the camera lens above the liquid flow line, near the center axis of the pipe. Any motorized transporters should have adjustable speed control. The televising may also be accomplished using camera equipment mounted on a raft or floating pontoon, if the required pipe condition information cannot be obtained by tracked camera equipment within the maximum allowable flow depths. F. Cable and Footage Counter. A minimum 1,500 feet of TV cable on the spool reel shall be provided. The TV cable will be supported by an equal length tag line for removal of the equipment from the pipeline. G. Computer System. The computer system shall be capable of recording, indexing, and processing inspection data; printing CCTV inspection logs; and recording, storing, and playing video and images of pipe observations as required for the data documentation requirements of these specifications. H300.04 CCTV EXECUTION A. Sequence of CCTV Inspection. After cleaning, the pipe sections shall be visually inspected by means of closed-circuit television. The inspection will be done one manhole-to-manhole pipe section at a time if possible, and the flow in the section being inspected will be suitably controlled as specified. B. Direction of CCTV. The direction of camera travel shall be in the direction of flow in the pipe unless access to the upstream manhole is not possible, or the camera cannot pass through the pipe from end-to-end in the direction of flow, in which case a reverse setup will be allowed. C. Severe Defects. If severe defects such as collapses, severe offset joints, or severe sags are encountered that preclude the inspection being completed in one direction, the Contractor shall attempt a reverse setup. If the entire segment cannot be inspected, Contractor shall notify the Engineer and Owner as soon as possible. EXHIBIT"A"-page 47 of 99 D. Buried Manholes. If a buried manhole is encountered during the course of the CCTV inspection, the Contractor shall attempt to CCTV through the buried manhole or conduct the inspection in the reverse direction if possible. The Contractor shall notify the Engineer and Owner of the buried manhole and /or if the manhole needs to be exposed in order to complete the inspection. E. Clarity of Picture. If, during a run, the camera lens becomes soiled or fogged, the camera should be shut down and the lens cleaned, even if this requires removing the camera from the line. If the camera is removed from the line for lens cleaning or for cleaning the line of fog, the camera shall be returned to the point where acceptable footage was obtained. Footage of the camera being pulled out of the line for lens cleaning should not be included in the video. If fog is encountered during a run, the Contractor shall stop the camera and ventilate the line to remove the fog. Unclear footage will not be accepted by the Owner. F. Camera Travel. The camera shall be moved through the line at a moderate rate, stopping when necessary to permit proper documentation of the sewer's condition. When a defect or other feature is encountered, the progress of camera should be slowed and stopped for a minimum of 15 seconds or as needed so that the observation can be panned with the camera, the data recorded, narration made, and still picture captured if required. In no case will the television camera be pulled at a speed greater than 30 feet per minute. Manual winches,power winches, TV cable, and powered rewinds or other devices that do not obstruct the camera view or interfere with proper documentation of the sewer conditions shall be used to move the camera through the sewer line. If, during the inspection operation, the television camera will not pass through the entire segment, the Contractor shall set up his equipment so that the inspection can be performed from the opposite manhole. If, again, the camera fails to pass through the entire segment, the inspection shall be considered complete and no additional inspection work will be required. The Contractor will only be paid for the linear feet that were televised if a large section of pipe is inaccessible. G. Communication. When manually operated winches are used to pull the television camera through the line, communication shall be set up between the two (2) manholes of the segment being inspected to ensure good communications between members of the crew. H. Distance Measurement. The "zero"point of the inspection shall be the centerline of the manhole where the camera is inserted. The footage counter shall be set accordingly by adding the footage from the centerline of the manhole to the edge of the manhole plus the camera length(or the camera length plus the camera focal length). The importance of accurate distance measurement is emphasized. During any inspection procedure, the television cable shall only be removed from the reel by a motorized system. At no time during the inspection is cable to be removed manually, by hand. The television cable between the counter and the camera shall be taught at all times. EXHIBIT"A"-page 48 of 99 I. Cable Footage Counter Accuracy Checks. All cable footage counts shall be in English units and accurate to 0.5 percent= 1/2 foot per 100 feet. The cable footage counter shall be tested for accuracy weekly, with the following procedure. Four hundred feet (400 feet) of cable shall be pulled off the reel and then checked with a tape measure. If the accuracy is below the tolerance, then the counter may be adjusted. The test procedure will be repeated to evaluate the adjustments. No more than three (3) adjustments may be made to the counter, after which the counter shall be replaced. J. Observation. The Contractor shall allow for observation by the Owner and/or Engineer, during CCTV inspection work for purposes of verifying that all required CCTV inspection procedures are being followed and CCTV inspection observations are being properly coded. The Contractor shall provide comfortable viewing access to the video monitor during the video inspection recording to allow Owner, Engineer, or Representative to compile a log of the inspection. The Owner, Engineer, or Representative may make both scheduled and unannounced visits to CCTV inspection operations while work is in progress. Notwithstanding any such observations of the CCTV inspection work by Owner, Engineer, or Representative, the Contractor shall be responsible for the quality of video and documented observations. H300.05 DOCUMENTATION A. CCTV Inspection Logs. Printed location records shall be kept by the Contractor for each inspected pipe segment. The logs shall indicate, at a minimum, the pipe location, including the street name, starting and ending manholes, date and time of inspection, direction of inspection,pipe diameter, material, and joint length, and final inspected length. The logs will clearly show the distance from the centerline of the starting manhole of each observation and other points of significance such as locations of building sewers or other connections or unusual conditions, using standard NASSCO codes. Comments shall be noted to document atypical conditions not otherwise described by the observation codes. A copy of each CCTV inspection log will be supplied to the Owner in hard copy and PDF format on an external hard drive. B. Digital Photographs. Digital format JPEG of all problems, severe defects or atypical observations shall be taken by the Contractor and provided to the OWNER on an external hard drive. C. Digital CCTV Inspection Recording. The purpose of digital CCTV inspection recording shall be to supply a visual and audio record of the sewer condition on an external hard drive. Format includes minimum 352 X 240 resolution, 30 frames per second, and 1.5 Mbits per second data rate. Other resolution, frame and data rates are acceptable as long as similar or better image quality and acceptable file size are obtained. Each individual pipe segment must be included EXHIBIT"A"-page 49 of 99 in a single file, except if a reverse set up is required due to an obstruction, in which case the reverse inspection shall be contained in a separate file. D. The following information must be provided as screen text on the video recording: o Upstream and downstream node numbers o Direction of camera travel o Purpose of CCTV o Location o Date and time of day o Job number and/or project name o CCTV company o Operator's name E. The text should be clearly displayed on a contrasting background(e.g., white text on dark background or black text on white background). This text should be displayed for approximately fifteen (15) seconds or for the duration of the start-up narration, whichever is longer. If an inspection is being performed on consecutive pipe segments with the same setup, this information must be provided at the start of each pipe segment. Note: If the CCTV software being used can only display the "from" and"to"manhole numbers rather than upstream and downstream numbers (as in the case of a reverse inspection), then the upstream and downstream manhole numbers should be clearly stated in the startup video narration. F. During CCTV, the running screen must include the following information. The display of this information must in no way obscure the central focus of the pipe being inspected. o Running footage (distance traveled) o Upstream and downstream (or"from" and"to")node numbers of inspected pipe segment G. The end point of the inspected pipe segment should be indicated with screen text for approximately fifteen (15) seconds. The ending screen text should indicate: o Ending footage o Date and time of day o Upstream and downstream node numbers of inspected pipe segment H. The CCTV video recordings should not contain inappropriate language, idle chatter,background noise, and discussions between the operator and other crew members. A voice narration must be included in the video recording. All video narration must be live by the CCTV operator. Digital voice narration is only EXHIBIT"A"-page 50 of 99 allowed if specifically approved by the Owner. This narration must include the following information at the beginning of each pipe segment: o Upstream and downstream node numbers o Direction of camera travel o Purpose of inspection o Location o Date o Job number (if applicable) and/or project name o Pipe size o Pipe material o CCTV company o Operator's name I. All observations along the length of the pipe must also be narrated, with a description of the observation and clock position, if applicable. At the conclusion of the inspection of a pipe segment, the operator should state the final CCTV footage and indicate that the CCTV inspection of the pipe segment is complete. If the inspection had to be abandoned before reaching the ending manhole, then a statement to this effect should be made as part of the ending narration with a reason given as to why the inspection could not be completed. J. The audio and video shall be free of electrical interference and excessive background noise. Digital video recording playback shall be at the same speed that it was recorded. The Contractor shall have all digital video and necessary playback equipment readily accessible for review by the Engineer and Owner during the project, after which time the digital video shall be given typed labels and presented to the Owner. All external hard drives, submitted to the Owner, shall remain property of the Owner. The Contractor may, at the discretion of the Owner, retain a copy. Should any portion of the inspection documentation be of inadequate quality or coverage, as determined by the Owner, the Contractor will re-inspect the unacceptable portion at no additional expense to the Owner. H300.06 MEASUREMENT AND PAYMENT Payment for CCTV work shall be included in the contract bid prices for lining except as stated on the bid sheet. EXHIBIT"A"-page 51 of 99 SECTION H1200 CURED-IN-PLACE-PIPE (CIPP) REHABILITATION H1200.01 INTENT It is the intent of this Specification to provide the minimum requirements for CIPP Rehabilitation. H1200.02 GENERAL A. Scope of Work 1. The Contractor shall provide certified design calculations, materials, equipment, labor, transportation, construction, equipment and machinery, tools, appliances, fuel,power, light,heat, and other ancillary Work to successfully complete the operations as specified herein. The Work for cured-in-place pipe (CIPP) lining shall also include the restoration of the Work site, including restoration of surfaces such as paving, seeding and sodding, as needed, if damaged complete where shown on the Drawings and as specified herein. The Contractor shall include all costs necessary to complete the Work within the existing easements; if additional temporary easement is needed based on the Contractor's means and methods, he shall procure said easements at no additional cost to the Owner. The Work for CIPP lining shall also include any standard cleaning operations and internal video work necessary to prepare the pipe for lining during construction. 2. The intent is to have a resin - impregnated flexible felt tube installed and cured in place in the designated mainline sewers. The tube shall be inverted into the mainline sewer utilizing a vertical inversion standpipe and hydrostatic head or mechanically installed. Curing of the mainline sewer shall be accomplished by circulating hot water or steam to cure the resin into a hard impermeable conduit. When cured, the tube shall extend over the length of the existing line in a continuous tight fitting watertight pipe within a pipe. The rehabilitation of the sewer main shall be performed without the need for excavation or demolition of existing structures, and be able to re-establish user lateral services without excavation. The pipe lining method shall have sufficient structural strength to support all dead loads, live loads, and ground water loads imposed with the assumption that the existing pipe cannot share any loading or contribute to structural integrity of the liner. The liner shall provide the least possible thickness or decrease in pipe diameter to meet the strength and other design requirements of this specification. 3. The Work shall be performed in accordance with ASTM D5813 (Standard Specification for Cured-in-Place Thermosetting Resin Sewer Pipe), ASTM F1216 (Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube, ASTM F1743 (Standard EXHIBIT"A"-page 52 of 99 Practice for Rehabilitation of Existing Pipelines and Conduits by Pulled-In-Place Installation of Cured-In-Place Thermosetting Resin Pipe), and ASTM D790 (Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials). B. Submittals Submit CIPP Lining Plan including design calculations (certified by a by a Professional Engineer experienced in design of this work and licensed in the State of Indiana) and all shop drawing and installation details as recommended by the manufacturer. Include all performance data and other material specifications normally available and provided from the manufacturer. The Contractor shall furnish,prior to use of the lining materials, satisfactory written guarantee of his compliance with the manufacturer's standards for all materials and techniques being used in the CIPP lining process. The Contractor shall provide certified test results from the manufacturer that the material conforms to the applicable requirements. Materials not complying with requirements shall be rejected. Include in the submittal shall be a summary of experience. On-Site supervisors shall have at least 25,000 FT and/or 200 line sections of lining experience installing the listed product, and the product should have a minimum of 200,000 FT and/or 1000 line sections installed. The Contractor or Subcontractor's key personnel shall have a minimum of 100,000 FT and/or 300 line sections of lining experience. C. Electronic Video (CCTV and Pole Camera) Any video documentation provided to the CONTRACTOR during bidding is for informational purposes only and only represents the condition of any particular pipe or manhole at that moment in time and to the extent able to be seen with the footage provided. H1200.03 PRODUCTS A. General 1. The Felt Tube shall be fabricated to a size that, when installed, will neatly fit the internal circumference of the conduit. Allowance shall be made for circumferential stretching during insertion. 2. The minimum thickness for the liner material shall be verified by design calculations prepared by a Professional Engineer familiar with CIPP design for each specific pipe location. Design of the liner shall be based on the conditions of the existing pipe, which shall be classified as fully deteriorated based on the definitions thereof contained in ASTM F1216 Appendix Xl. The liner shall be designed to withstand all imposed loads, including live loads if applicable and hydrostatic pressure. The groundwater elevation above the invert of the existing EXHIBIT"A"-page 53 of 99 sewer to receive lining shall be actual depth to crown. The proposed CIPP liner to be used shall be designed for a minimum fifty(50)year service life under continuous loading conditions. 3. The minimum length shall be that deemed necessary by the Contractor to effectively span the distance from the inlet to the outlet of the respective manholes unless otherwise specified. The Contractor shall verify the lengths in the field before impregnation. Individual inversion runs can be made over one (1) or more manhole sections as determined in the field by the Contractor and approved by the Engineer or Owner. B. Tube The sewn tube shall consist of one (1) or more layers of absorbent non-woven felt fabric and meet the requirements of ASTM F1216, Section 5.1 or ASTM F1743, Section 5.2.1 or ASTM 5813, Section 5 and 6. The tube shall be constructed to withstand installation pressures, have sufficient strength to bridge missing pipe, and stretch to fit irregular pipe sections. The wet out tube shall have a relatively uniform thickness that when compressed at installation pressures will equal or exceed the calculated minimum design CIPP wall thickness. The tube shall be manufactured to a size that when installed will tightly fit the internal circumference and length of the original pipe. Allowance should be made for circumferential stretching during installation. No material shall be included in the tube that may cause delamination in the cured CIPP. No dry or unsaturated layers shall be evident. The tube shall be marked for distance at regular intervals along its entire length, not to exceed five (5) feet. Such markings shall include the Manufacturer's name and identifying symbol. C. Resin The resin system shall be a corrosion resistant polyester, vinyl ester, or epoxy, initiators that when cured within the tube create a composite that satisfies the requirements of ASTM F1216, ASTM D5813 and ASTM F1743. D. Chemical and Physical Properties Unless otherwise specified, the Contractor shall furnish a general purpose, unsaturated,polyester or vinylester resin and catalyst system compatible with the CIPP process that provides cured physical strengths specified herein. The longterm flexural modulus to be used shall not exceed 50% of the short-term value for the resin system unless the tube contains reinforcements. The finished CIPP liner shall be fabricated from materials that when cured will be chemically resistant to withstand internal exposure to domestic sewage. The CIPP shall conform to the minimum structural standards, as listed below. Property Standard Results EXHIBIT"A"-page 54 of 99 Flexural Strength #101 (Modified ASTM D-790) 4,500 psi Flexural Modulus #101 (Modified ASTM D-790) 250,000 psi E. Material and Equipment Acceptance At the time of manufacture, each lot of liner shall be inspected for defects. At the time of installation, the liner shall be homogeneous throughout, uniform in color, free of holes, foreign materials, blisters, or deleterious materials. No sewer segment shall be lined without prior notification of the Owner or Engineer. Each liner shall be subject to inspection by the Owner or Engineer immediately before it is installed and defective liner shall be rejected. H1200.04 EXECUTION A. Pre-CIPP Lining Sewer Inspection Clean and televise relevant existing sewer sections to be lined as described in the specifications. The interior of the pipeline shall be carefully inspected to determine the location of any condition, which may prevent proper installation of the new pipe. Defects shall be noted so that these conditions can be corrected. B. Safety The Contractor shall carry out his operations in strict accordance with all applicable OSHA standards. Particular attention is drawn to those safety requirements involving working with scaffolding and entering confined spaces. C. Cleaning and Root Treatment of Sewer Line It shall be the responsibility of the Contractor to remove all internal debris and root growth from the sewer line necessary to complete this work. All general cleaning shall be covered in this section. D. Bypassing Sewage 1. The Contractor shall bypass the flow of sewage around the section or sections of pipe designated for liner. In general, the bypass for CIPP lining shall be made by plugging the line at an existing upstream manhole and pumping the flow into a downstream manhole or adjacent system. The pump and bypass lines shall be of adequate capacity and size to handle the flow. The Contractor shall be responsible to notify all property owners that will be affected by the diversion and/or the temporary loss of service two (2)weeks in advance. 2. If required for service laterals, the Contractor will be responsible to furnish all the necessary equipment to safely divert the flow around the work area. The EXHIBIT"A"-page 55 of 99 diversion shall be Engineer approved. No flow shall be discharged on the surface, into storm sewers, ditches, or in waterways. E. Line Obstructions It shall be the responsibility of the Contractor to clear the line of obstructions such as solids, dropped joints that will prevent the insertion of the liner. If inspection reveals an obstruction that cannot be removed by conventional sewer equipment, then the Contractor shall hydraulically re-round the pipe using a trenchless method or make a point repair excavation to uncover and remove or repair the obstruction. Such repair shall be approved in a Change Order prior to the commencement of the Work. F. Installation Procedures 1. Set-up: In general the CIPP installation shall be in accordance with ASTM F1216, Section 7 or ASTM F1743, Section 6. The Contractor shall designate a location where the felt tube will be vacuum impregnated prior to installation. The Contractor shall allow the Owner to inspect the materials and "wet out" procedure. A catalyst system compatible with the resin and tube shall be used. The wet out tube shall be inserted through an existing manhole or other approved access by means of an inversion or cable and winch process. In the case of the inversion method, the application of a hydrostatic head shall be sufficient to fully extend the tube to the next designated manhole or termination point. The tube shall be inserted into the vertical inversion standpipe with the impermeable plastic membrane side out. At the lower end of the inversion standpipe, the tube shall be turned inside out and attached to the standpipe so that a leak proof seal is created. The inversion head will be adjusted to be of sufficient height to cause the impregnated tube to invert from manhole to manhole and hold the tube tight to the pipe wall,produce dimples at side connections and flared ends at the manholes. The Contractor shall use a lubricant as necessary. Care shall be taken during the elevated curing temperature so as not to over stress the felt fiber. All sections of pipe shall be the responsibility of the Contractor to verify the size, material, location of structures, number and location of laterals, and existing condition of the pipe prior to construction. The bid proposal contains estimates of the sizes and quantities of liner which will be installed. It shall be the Contractor's responsibility to verify the exact lengths necessary after the segments have been selected and prior to ordering or fabricating any liner materials. 2. Curing: After installation is completed the Contractor shall supply a suitable heat source and hydrostatic water or steam pressure recirculation equipment. The equipment shall be capable of delivering hot water or steam throughout the section by means of a pre-strung hose to uniformly raise the temperature above EXHIBIT"A"-page 56 of 99 the temperature required to effect a cure of the resin. This temperature shall be determined by the resin/catalyst system employed. The heat source shall be fitted with suitable monitors to gauge the temperature of the incoming and outgoing water or steam supply. Another such gauge shall be placed between the impregnated tube and the pipe invert at the remote manhole to determine the temperatures during cure. Temperature in the line during the cure period shall be as recommended by the resin manufacturer. Initial cure shall be deemed to be completed when inspection of the exposed portions of CIPP appears to be hard and sound and the remote temperature sensor indicates that the temperature is of a magnitude to realize an exotherm. The cure period shall be of a duration recommended by the resin manufacturer, as modified for the CIPP process, during which time the recirculation of the water or steam and cycling of the heat exchanger to maintain the temperature continues. 3. Cool-Down: The Contractor shall cool the hardened CIPP to a temperature below 100/F before relieving the static head in the inversion standpipe. Cooldown may be accomplished by the introduction of cool water into the inversion standpipe to replace water being drained from a small hole made in the downstream end. Care shall be taken in the release of the static head so that a vacuum will not be developed that could damage the newly installed CIPP. 4. Finish: The finished CIPP shall be continuous over the entire length of an inversion run and be as free as commercially practicable from visual defects such as foreign inclusions, dry spots,pinholes and delamination. It shall also meet the leakage requirements or pressure test specified below. During the warranty period any defects which will affect the integrity or strength of the CIPP shall be repaired at the Contractor's expense, in a manner mutually agreed by the Engineer and the Contractor. Alternate methods of installing and curing the tube shall be submitted to the Engineer for approval. 5. Sealing the CIPP at Manholes: The Contractor shall apply a seal at the manholes. The seal shall be of a resin mixture compatible with the CIPP. 6. Service and Pipe Connections: After the liner has been cured in place, the Contractor shall reconnect any existing active service or pipe connections. The Contractor shall be responsible to confirm the active pipes and laterals prior to reconnection. This shall be done without excavation from the interior of the pipeline by means of a television camera and a cutting device that re-establishes the service connections to not less than 95 percent capacity. If after reconnection the lateral connection continues to actively leak, the Contractor shall inform the Engineer. If directed by the Engineer, the Contractor shall perform a point repair on the lateral connection. Such repair shall be approved in a Change Order prior to the commencement of the work. EXHIBIT"A"-page 57 of 99 G. Testing and Post-CIPP Lining Sewer Inspection The watertightness of the CIPP shall be gauged while curing and under a positive head. Any leaks shall be repaired and retested to the satisfaction of the Engineer or Owner. The finished liner shall be continuous over the entire length of the installation and conform to the walls of the host pipe. As part of the testing requirement, upon completion of the installation and lateral reconnection, a visual inspection of the expanded in place pipe shall be performed via a CCTV camera. The purpose of this televising work is to review the completed work. The Contractor shall provide a thorough review of the pipe and connections with a pan and tilt camera. Each lateral connection shall be examined with a pan and tilt camera. A copy of the post-lining internal sewer video shall be provided to the Owner. H. Restoration Upon acceptance of the installation work and testing the Contractor shall restore the project area affected by his operations. The Contractor shall restore or replace all removed or damaged paving, curbing, sidewalks, gutters, or other disturbed surfaces or structures to a condition equal to that before the work began, to the satisfaction of the Owner or Engineer. The Contractor shall remove surplus pipe, tools and temporary structures. All dirt, rubbish and pipe material from the operation shall be legally disposed of by the Contractor. I. Patents The Contractor shall warrant and save harmless the Owner and their Engineer against all claims for patent infringement and any loss thereof. H1200.05 MEASUREMENT AND PAYMENT 1. Work in this Section shall be paid for based on the "Linear Foot" or"Per Each" price for the appropriate bid schedule item. Notes: The cost for Sanitary Bypassing and Pre and Post CCTV shall be included in the cost of the lining. 2. The actual number of lineal feet of tested and accepted CIPP lining of the various sizes, constructed as shown on the plans, as specified and as ordered by the Engineer or Owner, measured along the centerline of the pipe from center to center of manholes will be measured for payment under the respective Items. Except as otherwise stated herein, no deductions in length will be made for manholes or fittings or drops. The actual number of tested and accepted CIPP lateral reinstatements will be measured for payment under the respective bid item. EXHIBIT"A"-page 58 of 99 H1200.06 WARRANTY The Contractor shall warrant, for a period of one year, all defects which will adversely affect the integrity or strength of the liner. The Contractor shall repair or replace, at no additional cost to the Department, such defects in a manner mutually agreed upon by the Department and the Contractor. EXHIBIT"A"-page 59 of 99 SECTION H1300 SEWER LINE CLEANING H1300.01 INTENT It is the intent of this portion of the Specifications to provide for the cleaning of non-man entry pipelines. H1300.02 SCOPE OF WORK CONTRACTOR shall furnish all labor, materials, equipment, supervision, etc. required to CIPP line the sewer segments as shown on the attached drawings. The OWNER reserves the right to award this contract in full or to award as identified in the BASIS OF AWARD, SECTION H000.000. All work for this project will be awarded to a single contractor. Unless otherwise specified, the CONTRACTOR shall be solely responsible for his means and methods. FLUSHING OF ANY SANITARY SEWER TO FACILITATE CLEANING ACTIVITIES WITHOUT THE CAPTURE OF SOLIDS AND DEBRIS IS EXPRESSLY PROHIBITED. H1300.03 SAFETY CONTRACTOR shall be solely responsible for safety during the performance of all Work. CONTRACTOR shall take satisfactory precautions to protect the sewer segments and appurtenances from damage that might be inflected upon them by the use of cleaning equipment. Any damage inflected upon a sewer segment or other public or private property as a result of the CONTRACTOR's negligence or improper cleaning operations shall be repaired by CONTRACTOR at his sole expense. CONTRACTOR shall not enter into any sewer segment where hazardous conditions may exist until such time as the source of those conditions is identified and eliminated by CONTRACTOR. CONTRACTOR shall perform all work in accordance with the latest OSHA confined space entry regulations. CONTRACTOR shall coordinate his work with local fire,police and emergency rescue units. Whenever hydraulically propelled cleaning tools, which depend upon water pressure to provide their cleaning forces, or any tools which retard the flow of water in the sewer segment are used,precautions shall be taken by CONTRACTOR to ensure that the water pressure utilized does not result in any damage or flooding to public or private property being served by the sewer segment(s) involved. H1300.04 EXECUTION EXHIBIT"A"-page 60 of 99 A. Cleaning Equipment Only hydraulic and/or mechanical equipment shall be used by CONTRACTOR to accomplish cleaning activities. Accuracy of equipment and operating method for cleaning shall be judged by the results obtained. When hydraulic or high velocity cleaning equipment is used, a suitable sand trap, or dam shall be constructed in the downstream manhole in such a manner that all solids and debris are trapped and removed thereby preventing such material from passing in to the next sewer segment reach. The following are general equipment and performance requirements: i. Hydraulically Propelled Equipment The equipment used shall be of a movable dam type and be constructed in such a way that a portion of the dam may be collapsed at any time during the cleaning operation to protect against flooding of the sewer, damage to the sewer, and/or damage to public or private property. The moveable dam shall be equal in diameter to the pipe being cleaned and shall provide a flexible scraper around the outer periphery in insure removal of grease. Sewer cleaning balls or other equipment, which cannot be collapsed shall not be permitted for use. ii. High-Velocity Jet Equipment All high-velocity sewer cleaning equipment shall be constructed for ease and safety of operation. The equipment shall have a selection of two or more high-velocity nozzles. The nozzles shall be capable of producing a scouring action from 15 to 45 degrees in all sizes of line designated to be cleaned. The equipment shall have a minimum working pressure of 2,000 psi at a 60 GPM rate. Equipment shall also include a high-velocity gun for washing and scouring manhole walls and floor. The gun shall be capable of producing flows from a fine spray to a solid stream. The equipment shall carry its own water tank, auxiliary engines, pumps, and hydraulically driven hose reel. Liquid decanted or separated from the solids shall be returned to the sewer and shall not contain solids having greater than a 125 micron size. iii. Mechanically Powered Equipment Power rodding machines shall be either a sectional or continuous rod type capable of holding a minimum of 750 feet of rod. The rod shall be specifically heat-treated steel. To insure safe operation, EXHIBIT"A"-page 61 of 99 the machine shall be fully enclosed and have an automatic safety clutch or relief valve. Buckets, scrapers, scooters, porcupines,brushes and other mechanical equipment may also be utilized. Chain knockers may not be utilize. All equipment and devices shall be operated by experienced personnel so that sewer lines are not damaged in the process of cleaning. iv. Root Removal Roots shall be removed in all sections where root intrusion is evident. Special attention shall be used during the cleaning operation to assure as complete a removal of roots from the joints. Procedures may include the use of mechanical equipment such as rodding machines, winches using root cutters and porcupines, and equipment such as high-velocity jet cleaners. Chemical root treatment may be used at the option of CONTRACTOR to aid in the removal of roots and at the option of CONTRACTOR, manhole sections that have root intrusion may be treated with an approved herbicide. All costs for chemical treatment shall be considered incidental in this contract. Chemical treatment is NOT required as part of this contract. v. Protruding Lateral Connections When specified, CONTRACTOR shall remove protruding lateral connections via the use of internal cutting devices which are capable of providing a lateral cut at its internal connection to the sewer. B. Access Access of the sewer for cleaning and CCTV purposes shall only be via existing manhole openings. Access to the site shall be coordinated by the CONTRACTOR. Access to limited sections of the sewer at various locations is as shown on the attached drawings and/or through existing easements along the sewer alignment. If additional access is needed, CONTRACTOR shall be responsible for obtaining access rights from individual property owners. Any work required to assist in vehicular or equipment access will be the responsibility of the CONTRACTOR. All disturbed land or property shall be restored to existing or better conditions. C. Bypass Pumping EXHIBIT"A"-page 62 of 99 Should bypass pumping or other form of sewage flow control be required by/of CONTRACTOR to facilitate sewer line cleaning or CCTV work, CONTRACTOR shall be solely responsible for providing all labor, equipment and materials necessary to control the flow of sewage in and/or around sewer segment(s)being cleaned or televised. Requirements for sewage flow control and bypass pumping are contained in these Specifications. D. Blockages Preventing Cleaning If cleaning of an entire sewer section cannot be successfully performed from one manhole, equipment shall be set up on the other manhole and cleaning again attempted. No additional payment allowance shall be made for reverse set-ups. If on reverse set-up successful cleaning also cannot be performed or equipment fails to traverse entire sewer line section, it shall be assumed that a major blockage or defect exists and cleaning effort shall be abandoned. CONTRACTOR shall determine the location of major blockage(s) by measuring length of hose or rod inserted from manholes at each end and immediately report location of blockage(s) to OWNER and CONTRACTOR shall note these conditions in its field log. CONTRACTOR shall recognize that there are some conditions such as broken pipe and major blockages that prevent cleaning from being accomplished or where damage could result if cleaning were attempted or continued. OWNER shall be immediately notified by CONTRACTOR of any and all conditions which in the opinion of CONTRACTOR warrant termination of cleaning activities. If CONTRACTOR's cleaning equipment becomes lodged in a sewer, it shall be removed by CONTRACTOR at his expense. This shall include excavation and repair of the sewer, underground utilities, backfilling, and surface restoration. Work shall be approved by the RSD ENGINEER prior to commencement. E. Debris Removal and Disposal CONTRACTOR shall removal all sludge, dirt, sand, rocks, grease and other solid or semisolid material and debris resulting from the cleaning operations from the downstream manhole of the sewer segment being cleaned. Passing material from sewer segment to sewer segment shall not be permitted. In the event that sludge, dirt, sand, rocks, grease and other solid and semisolid material or debris resulting from the cleaning operations are observed and/or detected by OWNER as passing to downstream sewer segment(s), CONTRACTOR shall be responsible for cleaning such downstream sewer segment(s) at no additional cost to OWNER. EXHIBIT"A"-page 63 of 99 CONTRACTOR shall be responsible for the handling, hauling and disposal of all debris, silt and accumulated solids removed from the sewer. All debris, silt and solids removed by CONTRACTOR shall be disposed of at a facility licensed for the handling and disposal of such materials in accordance with all appropriate codes, rules and regulations for the handling and disposal of such materials. Under no circumstances shall the removed sewage or solids be dumped onto streets or into ditches, catch basins, storm drains, sanitary or combined sewer manholes, or otherwise improperly disposed. If sewage is unintentionally spilled, discharged, leaked or otherwise deposited in the open environment, CONTRACTOR shall be responsible for any clean-up and disinfection of the affected area. CONTRACTOR shall comply with all local, State and Federal regulatory requirements regarding spills. Improper disposal of sewage or spills removed from the sewers may subject CONTRACTOR to fines imposed by OWNER or other regulatory entities. In addition, CONTRACTOR may be subject to civil and/or criminal penalties for improper disposal or removed materials under the law. CONTRACTOR may decant water waste to the sanitary sewer or at the Waste Water Treatment Plant. OWNER reserves the right to limit or redirect disposal in response to operational difficulties (i.e. wet weather flows). There will be no user rate charged to the CONTRACTOR for this disposal. CONTRACTOR may dispose of dewatered solid waste removed from the sanitary sewer at the New Paris Pike Landfill (owned and operated by OWNER) during normal scale hours. A Solid Waste Manifest will be provided by the OWNER and must be taken to the landfill with each load at the time of disposal. There will be no dumping charge to the CONTRACTOR for this disposal. CONTRACTOR must comply with all rules and regulations as required by the landfill. F. Tree Removal and Land Disturbance Within the Existing Easement Tree removal may be needed for access to clean and televise based on the Contractor's means and methods. If needed, the Contractor shall remove only the trees required to be removed and only tress within the existing easement. Trees and brush shall be fully removed from the site and lawfully disposed of. Any disturbed areas shall be graded and seeded and mulched. Erosion control blanket shall be utilized for all slopes greater than 3:1. G. Major Problems and Emergency Situations The Contractor shall notify the Owner immediately of any major problems or emergency situations encountered in the field, including collapsed or severely broken pipe, sewer overflows or significant surcharge, sewer blockages, equipment stuck in pipe that cannot be removed, damage to private property, EXHIBIT"A"-page 64 of 99 or injury to Contractor personnel or members of the public during Contractor's operations. H. Cleaning Precautions During sewer cleaning operations, satisfactory precautions shall be taken in the use of cleaning equipment. Precautions shall be taken to ensure that the water pressure created does not damage or cause flooding of public or private property being served by the sewer. Whenever hydraulically propelled cleaning tools, which depend upon water pressure to provide their cleaning force or any tools which retard the flow of water in the sewer line are used, precautions shall be taken to ensure that the water pressure created does not cause any damage or flooding to public or private property being served by the manhole reach involved. I. Water The Contractor shall be responsible for obtaining water as necessary. Indiana American is the local water supplier. H1300.05 ACCEPTANCE Acceptance of sewer line cleaning will be based on televising the line following cleaning. A line will be considered clean if there is no evidence of roots and the depth of debris remaining after cleaning is less 10 percent of the inside diameter of the pipe. If cleaning is deemed unsatisfactory, CONTRACTOR shall re-clean and re- inspect the sewer line until cleaning is shown to be satisfactory(no additional payment will be made for additional cleaning, CCTV or bypass pumping because the sewer was deemed unacceptable). H1300.06 MEASUREMENT AND PAYMENT No direct payment shall be made for this work. Payment for cleaning shall be included in the lining bid prices except as stated on the bid sheet. EXHIBIT"A"-page 65 of 99 CO m o °$g,i Li Z X 0 WLLI W z W 0 waQQQQQQQQQ z ZC W e J J J J J J J J J d X o = } a a a a a a a a a o 0 p_ CO H .- CV CO V In co r- coo, - NW Z W Q Q Q Q Q Q Q Q Q Q -I _ w w w w w w w w w w a 0 H > ¢ ¢ Q ¢ 0 0 0 Q Q Q Q U p U � CV CO V � CO I� co 0) O r � M _ Z MI w ........ ........... . 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E L T . . i r ti. 0.) I. 0,..) tr. ,,,.... , __..... PI .....,,,-,-1.- , . I_ 1 . — tsb , - : .' tt ,. .,. L.! ' .* ... 'eh-.a°. ti i•,,,, .:1,..), _ r . . „.._ DATE: October 28, 2021 TO: All Bidders FROM: Denise Johnson, Customer Service Manager RE: 2021 Sewer Lining Project ADDENDUM#1 This following is "Addendum #1". This addendum is in reference to the above- mentioned quote. The date that bids are due remains Tuesday, November 9, 2021 at 9:00am. Please mark Addendum#1 on outside of envelope when returning the bid. If you have any questions, please call Elijah Welch at 765-983-7483 or email him at ewelch@richmondindiana.gov. EXHIBIT"A"-page 97 of 99 Addendum No. 1 to the Drawings and Specifications for the City of Richmond, IN Richmond Sanitary District 2021 Sewer Lining Project Bid Date: Tuesday,November 9, 2021 at 9:00 A.M. (local time) This Addendum No. 1 to the drawings and specifications shall supplement, amend, and become a part of the bidding documents, plans and specifications. All bids and construction contracts shall be based on these modifications to the original contract documents. Item No. 1 CONTRACTOR QUESTION 1: Do we have expected sewer flow rates for each sewer to be lined(or at least the larger ones)? ANSWER 1: The Richmond Sanitary District does not have actual flow data for these sewers. In addition to visual inspection, contractors may utilize the Wayne County GIS (lhttp://wwwco.wayne.inus/gis/indexhtmd) to see the approximate amount of sewer upstream of these locations in order to estimate flow. The approximate depth of flow we visually observed(at a single moment in time on 10/28/2021) for the larger sewers are as follows: Area7 (18" Sewers): This flow for these sewers were observed at approximately 1/4 tile. Area 10 (24" Sewers): This is a storm sewer with less than 2 inches of typical dry weather flow. The contractor shall assume all sewers will have high levels of wet weather flow. CONTRACTOR QUESTION 2: Can I use any fire hydrant to get water from? ANSWER 2: The potable water system in Richmond is owned and operated by Indiana American Water. You may contact them at 765-962-0470 or Duane.Crist . amc a .com for information on water availability, cost and applicable procedures. EXHIBIT"A"-page 98 of 99 Item No. 2 The bid opening may be viewed virtually using the following procedures. You must register in advance in order to view the webinar using the following link: haps://richmondindiana.... govzoonIus/webinar/register/WN_VxkeVOK9R.s....RY I eSROAspA After registering, you will receive a confirmation email containing information about joining the webinar. Item No. 3 Any questions a Contractor wishes to ask should be submitted to ewelch@richmondindiana.gov by Wednesday November, 3rd at noon. EXHIBIT"A"-page 99 of 99 Richmond Sanitary District 2021 Lining Project Bid Sheet 9/20/2021 Item No. Description Qty Units Unit Price Qty Price 1 Mobilization/Demobilization I LS $17,500.00 $17,500.00 (Max 5%of$350,000 or Total Bid,whichever is less) 2 Protruding Tap Removal(Undistributed) 1 EA $500.00 $500.00 Area 1 3 LateraVSewer Reinstatement 6 EA $25.00 $150.00 4 CIPP Lining- 10"Sewer from MH#148-032 to MIL/1148-031 130 LF $30.00 $3,900.00 5 CIPP Lining- 10"Sewer from MH#148-03 I to MH#148-030 122 LF $30.00 $3,660,00 Area 1 Price: $7,710.00 Area 2 6 Lateral/Sewer Reinstatement 26 EA $25.00 $650.00 7 CIPP Lining-8"Sewer from MI4#182-067 to M114182-068 341 IS $23.50 $8,013.50 8 CIPP Lining-8"Sewer from MH#182-068 to MH#182-023 298 I,F $23.50 $7,003.00 Area 2 Price: $15,666,50 Area 3 9 LateraVSewer Reinstatement 5 EA $25.00 $125.00 10 CIPP Lining- 12"Sewer from MI-U/141-036 to MI-14141-039 179 LF $50.00 $8,950.00 Area 3 Price: $9,075.00 Area 4 11 LateraVSewer Reinstatement 16 EA $25.00 $400.00 12 CIPP Lining-8"Sewer from MH#158-002 to MH#158-003 205 LF $23.50 $4,817.50 13 CIPP Lining-8"Sewer from MH#158-003 to MH#158-004 395 1,,F $23.50 $9,282.50 Area 4 Price: $14,500.00 Area 5 14 LateraUSewer Reinstatement 39 EA $25.00 $975.00 15 CIPP Lining-8"Sewer from MH11175-028 to MH#175-027 338 LF $23.50 $7,943.00 16 CIPP Lining-8"Sewer from MII#175-027 to MI-1#175-025 159 LI" $23,50 $3,736.50 17 CIPP Lining-8"Sewer from MH#176-012 to MII#176-011 349 1,1; $23.50 $8,201.50 18 CIPP Lining-8"Sewer from MH#176-011 to MH#176-010 375 LF $23.50 $8,812.50 19 CIPP Lining-8"Sewer from MH#176-010 to MH#195-003 298 LF $23.50 $7,003.00 20 CIPP Lining-8"Sewer from MI-P/195-002 to MI1/1195-003 307 LF $23.50 $7,214.50 Area 5 Price: $43,886.00 Area 6 21 Lateral/Sewer Reinstatement 23 LA $25.00 $575.00 22 CIPP Lining-8"Sewer from MH#186-023 to MH1/186-022 212 LF $23.50 $4,982.00 23 CIPP Lining-8"Sewer from MII11186-022 to MH#186-021 300 LF $23.50 $7,050.00 24 CIPP Lining-8"Sewer from MI-It/186-021 to MI10186-019 202 LF $23.50 $4,747,00 25 CIPP Lining-8"Sewer from MH#186-019 to MH#186-018 299 LF $23.50 $7,026.50 Area 6 Price: $24,380.50 r Area 7 26 Lateral/Sewer Reinstatement 42 EA $25.00 $1,050.00 27 CIPP Lining-8"Sewer from MH#185-034 to MElf/185-033 360 LF $23,50 $8,460.00 28 CIPP Lining-8"Sewer from MH#185-033 to M H#185-032A 273 1,,F $23.50 $6,415.50 29 CIPP Lining-8"Sewer from M1-1#185-032A to MII#185-032 300 LF $23.50 $7,050.00 30 CIPP Lining- 18"Sewer from MI-1#184-082 to MI111184-081 251 LF $108.00 $27,108.00 31 CIPP Lining- 18"Sewer from MII#184-081 to MH#184-072 281 LI' $108.00 $30,348.00 32 CIPP Lining- 18"Sewer from MH/1184-072 to MH#184-071 287 Ll' $108.00 $30,996.00 33 CIPP Lining-8"Sewer from MH#184-028 to MH#184-027 292 LF $23.50 $6,862.00 34 CIPP Lining-8"Sewer from M11#184-027 to M11#184-026 255 LF $23.50 $5,992.50 35 CIPP Lining-8"Sewer from MI-U/184-026 to MF11184-025 249 LF $23.50 $5,851.50 Area 7 Price: $130,133.50 Area 8 36 Lateral/Sewer Reinstatement 40 EA $25.00 $1,000.00 37 CIPP Lining-8"Sewer from MH#102-006 to M1-14102-005 353 I.F $23.50 $8,295.50 37 CIPP Lining-8"Sewer from MH11102-005 to MIL/1102-009 351 LF $23.50 $8,248,50 38 CIPP Lining-8"Sewer front MH#102-009 to MH/I102-002 308 LF $23.50 $7,238.00 Contractor Name: SAK Construction,LLC Page 1 of 2 EXHIBIT"B"-page 1 of 122 ; 39 CIPP Lining-8"Sewer from MI-111102-002 to M10102-001 362 LI, $ $23.50 $ $ 8,507,00 40 CIPP Lining-8"Sewer from MH11102-007 to M1111102-008 403 LF $ $23.50 $ $ 9,470.50 41 CIPP Lining-8"Sewer from M1111102-008 to MI-U{102-001 418 LIN $ $23.50 $ $ 9,823.00 42 CIPP Lining-8"Sewer from M11/1102-001 to MH#102-010 254 LF $ $23.50 $ $ 5,969.00 43 CIPP Lining•8''Sewer from Mi111102-010 to MH1/102-010A 284 LF $ $23,50 $ $ 6,674,00 44 CIPP Lining-8"Sewer from MH#102-010A to M1-111103-017 272 LF $ $23.50 $ $ 6,392,00 Area 8 Price: $ $71,617.50 AiiLciat 45 Lateral/Sewer Reinstatement 21 EA $ $25.00 $ $ 525.00 46 CIPP Lining•8"Sewer from MI U/214-016 to MI-111214-012 368 LF $ $23,50 $ $ 8,648.00 47 CIPP Lining-8"Sewer from MH4214.015 to MH#214-012 157 LF $ $23.50 $ $ 3,689.50 48 CIPP Lining-8"Sewer from M110214-012 to Milt/214-011 140 LF $ $23.50 $ $ 3,290.00 49 CIPP Lining-8"Sewer from MH#214-005 to M1-1#214-006 232 LF $ $23.50 $ $ 5,452.00 Area 9 Price: $ $21,604.50 Arca 10 50 Lateral/Sewer Reinstatement 2 EA $ $ 25.00 $ $ 50.00 51 CIPP Lining-24"Sewer from MI1/1182.092 to MH#182-092A 20 1_,F $ $100.00 $ $ 2,000.00 52 CIPP Lining.24"Sewer from MI-1#I 82-092A to MIT/182-092B 136 I.F $ $100.00 $ $13,600.00 53 CIPP Lining-24"Sewer from MI111182-092B to MIIII I 82-092D 96 I,F $ $100.00 $ $ 9,600.00 54 CIPP Lining-24"Sewer from Milt/182-092D to Milt/182-092C 69 LI, $ $100.00 $ $ 6,900.00 55 CIPP Lining-24"Sewer from MI 111182-092C to MI-111182-095 50 LF $ $100,00 $ $ 5,000.00 Area 10 Price: $ $37,150.00 Total Price: $ $393,723.50 , I have received addendum number(s) 1 ,and the prices in this bid reflect these changes/clarifications. SAK Constructi, LC,a,.. 1:011 actor none A_ /Boyd Hirtz, President 11/9/2021 4( I 'Amin( Sign,ore Date SAK Construction,LLC Contractor Name: Page 2 of? ' EXHIBIT"B"-page 2 of 122 DAVID M.SNOW 0* Mayor te * PATRICK SMOKER , Director CITY OF RICHMOND DEPARTMENT OF SANITATION 2380 LIBERTY AVENUE•RICIIMOND,INDIANA 47374 PHONE(765)983-7450•FAX(765)962-2669 DATE: October 28, 2021 TO: All Bidders FROM: Denise Johnson, Customer Service Manager RE: 2021 Sewer Lining Project ADDENDUM#1 This following is "Addendum #1". This addendum is in reference to the above- mentioned quote. The date that bids are due remains Tuesday,November 9,2021 at 9:00am. Please mark Addendum #1 on outside of envelope when returning the bid. If you have any questions, please call Elijah Welch at 765-983-7483 or email him at ewelch@richmondindiana.gov. EXHIBIT"B"-page 3 of 122 Addendum No. 1 to the Drawings and Specifications for the City of Richmond, IN Richmond Sanitary District 2021 Sewer Lining Project Bid Date: Tuesday,November 9, 2021 at 9:00 A.M. (local time) This Addendum No. 1 to the drawings and specifications shall supplement, amend, and become a part of the bidding documents, plans and specifications. All bids and construction contracts shall be based on these modifications to the original contract documents. Item No. 1 CONTRACTOR QUESTION 1: Do we have expected sewer flow rates for each sewer to be lined (or at least the larger ones)? ANSWER 1: The Richmond Sanitary District does not have actual flow data for these sewers. In addition to visual inspection, contractors may utilize the Wayne County GIS (http://www.co.wayne.indisilgisiindex.html)to see the approximate amount of sewer upstream of these locations in order to estimate flow. The approximate depth of flow we visually observed (at a single moment in time on 10/28/2021) for the larger sewers are as follows: Area7 (18" Sewers): This flow for these sewers were observed at approximately 1/4 tile. Area 10 (24" Sewers): This is a storm sewer with less than 2 inches of typical dry weather flow. The contractor shall assume all sewers will have high levels of wet weather flow. CONTRACTOR QUESTION 2: Can I use any fire hydrant to get water from? ANSWER 2: The potable water system in Richmond is owned and operated by Indiana American Water. You may contact them at 765-962-0470 or DitanefristAamvvatercorn for information on water availability, cost and applicable procedures. EXHIBIT"B"-page 4 of 122 Item No. 2 The bid opening may be viewed virtually using the following procedures. You must register in advance in order to view the webinar using the following link: https://richmondindiana- gov.zoom.us/webiriarkggister/WN_VxkeVOK9Rs-RY 1 eS ROAspA After registering, you will receive a confirmation email containing information about joining the webinar. Item No. 3 Any questions a Contractor wishes to ask should be submitted to eAysteh*ichniondindiankgpv by Wednesday November, 3rd at noon. EXHIBIT"B"-page 5 of 122 • • Affidavit of Employment Eligibility Verification The Contractor, SAK Construction, LLC , affirms under the penalties of perjury that Contractor does not knowingly employ an unauthorized alien. If Contractor is self-employed and does not employ any employees, Contractor verifies he or she is a United States citizen or qualified alien. The Contractor has not knowingly employed or contracted with an unauthorized alien and . shall not retain an employee or contract with a person that the Contractor subsequently learns is an unauthorized alien. Pursuant to Indiana Code'22-5-1.7, Contractor has enrolled in and verified the work1eligibility status of all newly hired employees of the contractor through the Indiana E-Verify program. The Contractor has required Contractor's subcontractors to certify to_the Contractor that the subcontractor does not knowingly employ or contract with an unauthorized alien and that the subcontractor has enr011ed and is participating in the E-Verify program. The Contractor will maintain this certification throughout the duration of the term of a contract with a subcontractor. I hereby verify under the penalty of perjury that the foregoing statement is true. Dated this 9th day November , 20 21 igna r • Boyd Hirtz, President of SAK Construction LLC (printed name) • • • • EXHIBIT"B"-page 6 of 122 r : 5 I— " tt E: o < o 0 w .. m) 0 CIE t) IS E LI- •c-_-. CD 0 0 CC (J) LL 1"n ..-- LI 0.2 , s -1 co 0 0 a a) cs) 1 1 . — C co U.... CX: co .c • z 0 0 co Ts (0 c - c.) _1 z 0 (CA Lai V) W 2 c c 0 73 o , a) o 0 0O o co c 0 I E E a) To —I ,-- _c .c Y ILL c'q o al < CO o EE cNi c 0) co b 1:1. a) t.-.17. •;--: < 1 1 I • EXHIBIT"B"-page 7 of 122 . , ~—,0° *�W L-0m^=°11 �����JT����T����� �|F� �F\� PUBLIC 6������� CONTRACTORS. `r��� / �/. ^`/ ^�/�� FOR, . ����`_/`� WORKS ���� , �T � PART, / (TV be completed for all bids) (Please type Orprint) - November S. 2O21 Date: �������� 1. Governmental Unit (Owner): Richmond Sanitary District 2. County: Wayne County 3. Bidder (Firm): QAKConatruction' LLC Address: 884 Hoff Road OFaUon K8OS33GG | CCity/State: ' ' | 4. Telephone Number: S3G'3854OUO 5. Agent of Bidder (if app|ioab|o): N/A .......... no0uoo given, the undersigned offers to furnish labor end/or material necessary to complete the public works project of _Richmond Sanitary District-2U21 Sewer Lining Project � (Governmental Unit) in accordance with plans and specifications prepared by City of Richmond, Indiana and dated 8/20/2021 for the sum of Three hundred Ninety-Three thousand,Seven hundred Twenty-Three Dollars and Fifty Comx$ 393.723.50 | - / The undersigned further agrees to furnish a bond or certified check with this hid for an amount specified in the notice of the letting. If a|V*meUivo bids app|y, the undersigned submits a proposal for each in accordance with the notice. Anyaddendumo attached will be nponiUnmUy nahaoanced at the applicable page. | | If additional units of material included in the contract are needed, the cost cd units must bo the same asthat � shown in the original contract if accepted by the Governmental Unit. If the bid is to be awarded on o unit basis, � | the itemization of the units ahuU be shown on a separate attachment. The Contractor and his subcontractors, it any, oheU not discriminate against or intimidate any omp|oyoo, or applicant for employment, to be employed in the performance ofthis contract, with respect to any matter directly or indirectly related to employment because of xaoe, na|igion, oo|or, nex, national origin or ancestry. Breach of this covenant may be regarded as m material breach of the contract. CERTIFICATION OF USE OF UNITED STATES STEEL PRODUCTS | (|f applicable) |.the undersigned bidder o/agent aua contractor ona public works project, understand my statutory obligation to use steel products made in the United States. I.C.5-16-8-2. 1 hereby certify that I and all subcontractors employed byma for this project will use U.S. steel products on this project if awarded. \ understand that violations hereunder | � may result in forfeiture of contractual payments. NON COLLUSION AFFIDAVIT . | The undersigned bidder or agent, being duly sworn on oath, says that'he has not, nor has any other member, ' ,epnaoente1ive, or agent of the firm, company, corporation or partnership represented by him, entered into any � combination, collusion or agreement with any person vaiadixm to the price to be bid by anyone at such letting not- to prevent any person frorn bidding nor to induce anyone to refrain from bidding, and that this bid io made without " /ofeenno to any other bid and without any agreement, understanding or combination with any other person in reference to such bidding. ° Ho further says that nm person or persons firms, or has, have or moa|ve directly or indirectly, . � any nabate, hm, gift, commission or thing of value on account of such my|o. � OATH AND AFFIRMATION ! v I affirm under the penalties of perjury that the foregoing facts and information are true and correct to the best ofmy knowledge and belief. | Dated at C)'FoUon. MO this Athday 2U21 . GAKC i " ,,- / By BoydHirtz. "resident �(Title of )ioW � ACKNOWLEDGEMENT Missouri STATE OF ) � � ) S8� � COUNTY OF St. Charles-- > Boyd Hirtz being duly sworn, deposes and says that heio � President o[ the above GAK Construction, LLC and that the (Title) (Name wOrganization) statements contained in the foregoing bid, certification and affidavit are true and onrmd. / Novomber Subscribed and sworn to before ma this Sth day of 2021. Kathleen Ann N1yCnm|o»ionExpires: August 13. 2O24 NOTARY PUBLIC'NOTARY SEALSTATE OF � M�----'' COMMISSIONED FOR u m Lincoln WY�O��|��{ON�X�HE---'COUNTY Cou�y �� Rouidenoo.� EXPIRES AUG. 1�2O24/ ---- ' UJ#2O854191 | � � � � sxHIBIT"Br page Vnf1o2 ' ACCEPTANCE The above bid |u accepted this day of ' , subject tothe following conditions: Contracting Authority Members: � 1 ~ PART |1 (Complete sections |,U.Ui. and |V for all state and local public works projects as required by statutes if project is one hundred thousand doUmm ($1Q0.0O0) or more. (IC 36'1'12~4) Governmental Unit: Richmond Sanitary District � SAKCona�uctinn LUC Bidder (Firm) __ ' Date:� November 8. 2O21 � These statements to be submitted under oath by each bidder with and as a part of his bid. Attach additional pages for each section as needed, � SECTION | EXPERIENCE QUESTIONNAIRE 1. What public works projects has your organization completed for the period of one (1) year prior to the date of the current bid? VV�an ContractAmount Class of Name � Address � O � Completed ~'' '~~~ ~ -- Please see attachment labeled ^8AK Construction Completed List" | 2. VVhnk public works projects are now in pmoenn of construction by your organization? Class of Work When k/ bo N � 8U� � Owner Completed ~'''~ ~' '`~` ~ Please see hment |ebaled ^CumsntPnojeu List" --- �� | .............. __� sxH|0T^Br page 1oof1ou ~ � 3. Have you ever failed kacomplete any work awmrded \uyour? - No |f so, where and why? | _-&/A-___. ---- --- 4. List references from private firms for which you have performed work. � � Please see attachment labeled ^SAK Construction Completed Projects List" � _ _ ____- _ .............. ^ SECTION || PLAN AND EQUIPMENT QUESTIONNAIRE 1. Explain your plan or layout for performing proposed work. (Examples could include a narrative of when your | could begin work, completed the project, number of workers, etc. and any other information which you believe would enable the governmental unit consider your bidj Please see attachments labeled "Air Inversion/Steam Cure Installation Procedures"and "CIPP Inversion with Water" sheets. � 2. If you intend to sublet any portion of the work. state the name and address of each subcontractor, equipment to be used by the oubcontrentor, and whether you expect to require e bond. Hmwover, if you are unable ho currently provide a |iaUng, please vnVerstand, a |iudng must be provided prior Vo contract approval. Currently, SAK Construction, LLC will utilize the listed subcontractors to be used on this project, SAK will provide more details (if needed) prior hm contract approval, ifapplicable. � 3. What equipment do you have available to use for the proposed project? Any equipment to be used by subcontractors may also be required to be listed by the governmental unit. Please see attachment labeled"Major C|PP Equipment List" 4. Have you entered into contracts orreceived offers for all materials which substantiate the prices used in preparing you proposal?Otherwise, please explain the rationale used which would corroborate the prices listed, We have received offers and proposals for materials and work tobosubcontracted, but have not entered into contracts prior bid opening. The offers and proposals have an expiration date after bid opening which allow us to enter into contracts with appropriate subcontractors after award of the project to SAK Construction, LLC. � mr,M-7 MW � � SECTION III CONTRACTOR'S FINANCIAL STATEMENT Attachment of bidder's financial statement in mandatory. Any bid submitted without said financial statement oo � required by statute shall thereby be rendered invalid.The financial statement provieded hereunder to the governing body awarding the contract must be specific enough in detail eo that said governing body can make apnoper | determination of the bidder's capability for completing the project if awarded. | ° \ Please see attached Audited Financial Statement SECTION IV OATH AND AFFIRMATION � | hereby affirm under the penalties of perjury that the facts and information contained in the foregoing bid for public works are true and correct to the best of my knowledge and belief. O'FaUon K8(} Qth November 2021 Dated eU ' \h| / ^ _ � � � *= ."` -." � By 2Boyd 'Preside , (Title of Person ing) � � ACKNOWLEDGEMENT | | / STATE OF Missouri �� Charles ' COUNTY OF ) | | � Boyd Hirtz -bang duly owom, deposes and says that he is ! � � President of the S4KConatmoUon*� mbove ' LLC � � (Name of � and that the answers to the questions in the foregoing questionnaires and all statements therein contained are � true and correct. Subscribed and sworn to before me this 9th day of...-November 2021. . � Km��enAnn �eod wu� My Commission Expires: August � Lincoln STATE OF MISSOURI Cou�yo( Re�dancm: ~ EXHIBIT"Br page 12of122 636 385.1000 tcq .IIIII"" sAKw 636.385 1100 tax e,/ 86411off Road O'Fallon.MO 63366 Plpettele thildd'yt Nue,' Sdhq d www cakcon cum November 5, 2021 City of Richmond, IN 2380 Liberty Avenue Richmond, IN 47374 Re: 2021 Sewer Lining Project SAK Construction, LLC proposes to utilize the following subcontractor(s) and supplier(s) on the above referenced project: Proposed Subcontractor(s): David Mason & Associates 800 S. Vandeventer Ave. St. Louis, MO 63110 Proposed Supplier(s): Pipenology, LLC 1449 Hoff Industrial Drive O'Fallon, MO 63366 Sincerely, SAK Construction, LLC EXH BIT"B"-page 13 o 122 A TM Bid Bond SURETY: CONTRACTOR: (Name,legal status and principal place of business) This document has (Name,legal status and address) Travelers Casualty And Surety Company of important legal SAK CONSTRUCTION,LLC America consequences. 864 Hoff Road One Tower Square Consultation with an O'Fallon,MO 63366 Hartford,CT 06183 attorney is encouraged with respect to its completion or OWNER: Mail Notices To: modification, (Name,legal status and address) Travelers Attn:Surety Claim Dept. Any singular reference to Richmond Sanitary District One Tower Square 2S1A Contractor,Surety, 2380 Liberty Avenue Hartford,CT 06183 Owner,or other party Richmond,IN 47374 shall be considered plural where applicable. BOND AMOUNT: Five Percent of the Amount Bid dollars($5%of Amount Bid) PROJECT: 2021 Sewer Lining Project (Name,location or address,and Project number,if any) The Contractor and Surety are bound to the Owner in the amount set forth above, for the payment of which the Contractor and Surety bind themselves,their heirs,executors,administrators,successors and assigns,jointly and severally,as provided herein.The conditions of this Bond are such that if the Owner accepts the bid of the Contractor within the time specified in the bid documents,or within such time period as may be agreed to by the Owner and Contractor, and the Contractor either(I) enters into a contract with the Owner in accordance with the terms of such bid,and gives such bond or bonds as may be specified in the bidding or Contract Documents,with a surety admitted in the jurisdiction of the Project and otherwise acceptable to the Owner,for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof; or(2)pays to the Owner the difference, not to exceed the amount of this Bond,between the amount specified in said bid and such larger amount for which the Owner may in good faith contract with another party to perform the work covered by said bid,then this obligation shall be null and void,otherwise to remain in full force and effect. The Surety hereby waives any notice of an agreement between the Owner and Contractor to extend the time in which the Owner may accept the bid. Waiver of notice by the Surety shall not apply to any extension exceeding sixty(60)days in the aggregate beyond the time for acceptance of bids specified in the bid documents,and the Owner and Contractor shall obtain the Surety's consent for an extension beyond sixty(60)days. If this Bond is issued in connection with a subcontractor's bid to a Contractor,the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. When this Bond has been furnished to comply with a statutory or other legal requirement in the location of the Project,any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. When so furnished, the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. Signed and sealed this 9th day of November,2021. SAK C UCTION, ; I(P (T- i cip (Seal) (Witness)I teen A-Nzut c-Soycl r-' 111(11 tle) Travelers Casualty And Surety Co of of America (Surety) (Seal) ) (Witness)Amanda L. Williams,Witness (T- itle)Andrew PThpme,.--Atfo;;Uy-In-Fact Init. AIA Document A3101"—2010.Copyright C)1963,1970 and 2010 by The American Institute of Architects.All rights reserved.WARNING: This AIA Document Is protected by (1.5 Copyright Law and International Treaties-. Unauthorized reproduction or distribution ol this ALA Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the 1110%111111111 extent possible untie' the law Purchasers are permitted to reproduce ten(10)copies of this document when completed.To report copyright violations of AIA Contract Documents,e-mail The American Institute of Architects'legal counsel,copyright0ala.ora. 061110 EXHIBIT"B"-page 14 of 122 li ACKNOWLEDGEMENT FOR CONTRACTOR ACKNOWLEDGEMENT FOR CONTRACTOR, IF LIMITED LIABILITY COMPANY STATE OF Missouri } COUNTY OF St. Charles } ON THE 9th DAY OF November , 2021 , BEFORE ME PERSONALLY APPEARED Boyd Hirtz TO ME KNOWN AND KNOWN TO ME TO BE THE President OF SAK Construction, LLC, A LIMITED LIABILITY COMPANY, DESCRIBED IN AND WHO EXECUTED THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT (S)HE EXECUTED THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT (S)HE EXECUTED THE SAME AS AND FOR THE ACT AND DEED OF SAID LIMITED LIABILITY COMPANY. KATHLEEN ANN REED NOTARY PUBLIC-NOTARY SEAL STATE OF MISSOURI LINGO COMMISSIONED FOR LINCOLN COUNTY ) vv�. MY COMMISSION EXPIRES AUG, t3,2024 1C V ID#20854191 Kathleen Ann Reed, Notary Public EXHIBIT"B"-page 15 of 122 State of Missouri County of St. Louis i On November 9, 2021 , before me, a Notary Public in and for said County and State, residing therein, duly commissioned and sworn,personally appeared Andrew P.Thome known to me to be Attorney-in- Fact of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument in behalf of said corporation, and he duly acknowledged to me that such corporation executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year stated in this certificate above. Amanda,L.-Witiams,Notary Public i+ 4/%1\; )fl L WIL LIM; NO IN iY PUBLIC-NOTARY SEAL STATE OF MISSOURI Mitil=1)N:KPTETRLLS.°JUU11! LI:1)1j2NOT2Y5 [ ID V13507257 My Commission Expires: EXHIBIT"B"-page 16 of 122 Travelers Casualty and Surety Company of America 1410111i:A Travelers Casualty and Surety Company TRAVELERS J St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint ANDREW P THOME of CHESTERFIELD , Missouri , their true and lawful Attorney(s)-in-Fact to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF,the Companies have caused this instrument to be signed,and their corporate seals to be hereto affixed, this 21st day of April, 2021. 4'''''-'•*k ,s.;{Y 4 fi,,,,, d' 5‘ ( ,,,> •Pc,,,, .91 *„,,,,,,,,, k........." -,, 4 • 4 . State of Connecticut By: City of Hartford ss. Robert L.Ranair, enior Vice President On this the 21st day of April, 2021, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of each of the Companies, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of said Companies by himself as a duly authorized officer. IN WITNESS WHEREOF,I hereunto set my hand and official seal. 7 .D,, NOLARY 1, a/44 iiigd My Commission expires the 30th day of June,2026 Anna P.Nowik,Notary Public *.Y4Fol This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of each of the Companies,which resolutions are now in full force and effect,reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her;and it Is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary;and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority;and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President,any Secretary, any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys-in- Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary of each of the Companies, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which remains in full force and effect. Dated this 9TH day of NOVEMBER , 2021 . ¢ HARTfOR, 4 CanCerat VII 1 S COM, e, -:, CONN ,S tt ail _ e..--• (C.--elf1-0--,-- `-....... Kevin E.Hughes,Assi 1 tent Secretary To verify the authenticity of this Power of Attorney,please call us at 1-800-421-3880. Please refer to the above-named Attorney(s)-in-Fact and the details of the bond to which this Powerof Attorney Is attached. EXHIBIT"B"-page 17 of 122 TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA HARTFORD,CONNECTICUT 06183 FINANCIAL STATEMENT AS OF DECEMBER 31,2020 CAPITAL STOCK$6,480,000 ABSE1SL IA RIL IlIES&SUPPLUS CASH AND INVESTED CASH $ 239,403,348 UNEARNED PREMIUMS $ 1,121,070,380 BONDS 3,831,156,001 LOSSES 1,003,209,60G STOCKS 109,074,035 LOSS ADJUSTMENT EXPENSES 163,346,870 INVESTMENT INCOME DUE AND ACCRUED 35,058,709 COMMISSIONS 48,805,693 OTHER INVESTED ASSETS 4,970,512 TAXES,LICENSES AND FEES 13,561,421 PREMIUM BALANCES 277,653,786 OTHER EXPENSES 42,506,558 NET DEFERRED TAX ASSET 55,168,715 CURRENT FEDERAL AND FOREIGN INCOME TAXES 4,865,404 REINSURANCE RECOVERABLE 32,553,618 REMITTANCES AND ITEMS NOT ALLOCATED 6,646,391 RECEIVABLES FROM PARENT,SUBSIDIARIES AND AFFILIATES 34,876,347 AMOUNTS WITHHELD/RETAINED BY COMPANY FOR OTHERS 42,229,250 OTHER ASSETS 4,155,794 POLICYHOLDER DIVIDENDS 12,353,304 PROVISION FOR REINSURANCE 7,930,280 ADVANCE PREMIUM 1,807,512 CEDED(IEINSURANCE NET PREMIUMS PAYABLE 63,102,972 RETROACTIVE REINSURANCE RESERVE ASSUMED 800,783 OTHER ACCRUED EXPENSES AND LIABILITIES 508,868 TOTAL LIABILITIES 62,534,855,020 CAPITAL STOCK $6,480,000 PAID IN SURPLUS 433,803,760 OTHER SURPLUS 1,650,750,847 TOTAL SURPLUS TO POLICYHOLDERS $2,091,034,607 TOTAL ASSETS $ 4,625,080,627 TOTAL LIABILITIES&SURPLUS $4,025,089,627 STATE OF CONNECTICUT COUNTY OF HARTFORD )SS, CITY OF HARTFORD MICHAEL J.DOODy,BEING DULY SWORN,SAYS THAT HE IS VICE PRESIDENT-FINANCE,OF TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, AND THAT TO THE BEST OF HIS KNOWLEDGE AND BELIEF,THE FOREGOING IS A TRUE AND CORRECT STATEMENT OF THE FINANCIAL CONDITION OF SAID COMPANY AS OF THE 31ST DAY OF DECEMBER,2020, .PR 816t -FINA 6 / , SUBSCRIBED AND SWORN TO BEFORE ME THIS Nol A1 PUBLIC 26TH DAY OF MARCH,2021 SUSAN M.WHISSLEDER Nouny Public kb,Commission Expires November 30,2022 \ TA C• ff) - in (Ns COL -1 ' woo\ EXHIBIT"B"-page 18 of 122 5oN, (;(1:), fiA=;ft.1 en' /1:111PY IF St,,V1CR or Own Company ID Number 199387 THE E-VERIFY PROGRAM FOR EMPLOYMENT VERIFICATION MEMORANDUM OF UNDERSTANDING ARTICLE I PURPOSE AND AUTHORITY This Memorandum of Understanding (MOU) sets forth the points of agreement between the Department of Homeland Security (DHS) and SAK Construction LLC (Employer) regarding the Employer's participation in the Employment Eligibility Verification Program (E-Venty). This MOU explains certain features of the E-Verify program and enumerates specific responsibilities of DHS, the Social Security Administration (SSA), and the Employer. E-Verify is a program that electronically confirms an employee's eligibility to work in the United States after completion of the Employment Eligibility Verification Form (Form I-9). For covered government contractors, E- Verify is used to verify the employment eligibility of all newly hired employees and all existing employees assigned to Federal contracts. Authority for the E-Verify program is found in Title IV, Subtitle A, of the Illegal Immigration Reform and Imrnigrant Responsibility Act of 1996 (IIRIRA), Pub. L. 104-208, 110 Stat. 3009, as amended (8 § 1324a note). Authority for use of the E-Verify program by Federal contractors and subcontractors covered by the terms of Subpart 22.18, "Employment Eligibility Verification", of the Federal Acquisition Regulation (FAR) (hereinafter referred to in this MOU as a "Federal contractor") to verify the employment eligibility of certain employees working on Federal contracts is also found in Subpart 22,18 and in Executive Order 12989, as amended. ARTICLE II FUNCTIONS TO BE PERFORMED A. RESPONSIBILITIES OF SSA 1, SSA agrees to provide the Employer with available information that allows the Employer to confirm the accuracy of Social Security Numbers provided by all employees verified under this MOU and the employment authorization of U.S. citizens. 2. SSA agrees to provide to the Employer appropriate assistance with operational problems that may arise during the Employer's participation in the E-Verify program. SSA agrees to provide the Employer with names, titles, addresses, and telephone numbers of SSA representatives to be contacted during the E-Verify process. 3. SSA agrees to safeguard the information provided by the Employer through the E-Verify program procedures, and to limit access to such information, as is appropriate by law, to individuals responsible for the verification of Social Security Numbers and for evaluation of the E-Verify program or such other persons or entities who may be authorized by SSA as governed by the Privacy Act (5 U.S.C, § 552a), the Social Security Act (42 U.S.C. 1306(a)), and SSA regulations (20 CFR Part 401). Page 1 of 13IE•Volfy hi01)br Driplciverictrmion DAtr EXHIBIT"B"-page 19 of 122 ,... V 4; _______ . 4N-ft k rrrxr'Y ir n rirriler or DH, , l 1 Company ID Number: 199387 l 4. SSA agrees to provide a means of automated verification that is designed (in conjunction with DHS's automated system if necessary) to provide confirmation or tentative nonconfirmation of U.S. citizens' employment eligibility within 3 Federal Government work days of the initial incibiry, 5. SSA agrees to provide a means of secondary verification (Including updating SSA 1 records as rriq be necessary) for employees who contest SSA tentative nonconfirmations that is designed toi provide final confirmation or nonconfirmation of U.S. citizens employment eligibility and accuracy of SSA records for both citizens and aliens within 10 Federal Government work days of the date of referral to SSA, unless SSA determines that more than 10 days may be n4cessary. In such cases, SSA will provide additional verification instructions. B. RESPONSIBILITIES OF DHS 1, After SA verifies the accuracy of SSA records for aliens through E-Verify, DHS agrees 1 to provide the Employer access to selected data from DHS's database to enable the Employer to conduct, to the extent authorized by this MOU: • Automated verification checks on alien employees by electronic means, and • Photo verification checks (when available) on employees. 2. DHS agrees to provide to the Employer appropriate assistance with operational problems that rjnay arise during the Employer's participation in the E-Verify program. DHS agrees to provide the Employer names, titles, addresses, and telephone numbers of DHS representatives to be contacted during the E-Verify process. 3. DHS ag tees to provide to the Employer a manual (the E-Verify User Manual) containing instructions on E-Verify policies, procedures and requirements for both SSA and DHS, including restrictions on ttlie use of E-Verify. DHS agrees to provide training materials on E-Verify. 4. DHS agrees to provide to the Employer a notice, which indicates the Employer's participation in the E-Verify program, DHS also agrees to provide to the Employer anti- discrimination n tices issued by the Office of Special Counsel for Immigration-Related Unfair Employment Practices (OSC), Civil Rights Division, U.S. Department of Justice. 5. DHS agl-ees to issue the Employer a user identification number and password that permits the Emplioyer to verify information provided by alien employees with DHS's database. 6. DHS agIees to safeguard the information provided to DHS by the Employer, and to limit access to such information to individuals responsible for the verification of alien employment eligibility and foievaluation of the E-Verify program, or to such other persons or entities as may be authorized bY applicable law. Information will be used only to verify the accuracy of Social Security Numbdrs and employment eligibility, to enforce the Immigration arid Nationality Act (INA) and Federlal criminal laws, and to administer Federal contracting requirements_ 1 7. DHS agkes to provide a means of automated verification that is designed (in conjunction with SSA verification procedures) to provide confirmation or tentative PDgc 7:of 13IF-Vrl.'iry he3L1(of Lololoyor112,vi5ion LIAte Ii1/29/0A I EXHIBIT"B"-page 20 of 122 •,r.c/.4 E-Vrmi i•,..1_;)1; tt,iiIIIIV , I:-VrIftlf Y 75 A srmv:cr.'or cm Company ID Number: 199387 nonconflrmation of employees' employment eligibility within 3 Federal Government work days of the initial inqui ilf , 8. DHS a rees to provide a means of secondary verification (including updating DHS records as ma be necessary) for employees who contest DHS tentative nonconfirmations and photo non-match tentative nOnconfirmations that is designed to provide final confirmation or nonconfirmationi of the employees' employment eligibility within 10 Federal Government work days of the date of referral to DHS, unless DHS determines that more than 10 days may be I necessary. In s ch cases, DHS will provide additional verification instructions. C. RESPO SIBILITIES OF THE EMPLOYER 1. The Em loyer agrees to display the notices supplied by OHS in a prominent place that is dearly visible t prospective employees and all employees who are to be verified through the system. 2. The Em toyer agrees to provide to the SSA and DHS the names, titles, addresses, and telephone num ers of the Employer representatives to be contacted regarding E-Verify. 3. The Em layer agrees to become familiar with and comply with the most recent version of the E-Verify tLJser Manual, 4. The Em loyer agrees that any Employer Representative who will perform employment verification qu ries will complete the E-Verify Tutorial before that individual initiates any queries. A. ithe Employer agrees that all Employer representatives will take the refresher tutorials initiated by the E-Verify program as a condition of continued use of E- Verify, including any tutorials for Federal contractors if the Employer is a Federal dontractor. i , B. 4ailure to complete a refresher tutorial will prevent the Employer from continued Use of the program. 5. The Ernrloyer agrees to comply with current Form 1-9 procedures, with two exceptions: • If an erployee presents a "List B" identity document, the Employer agrees to only accept "List B" documents that contain a photo. (List B documents identified in 8 C.F.R. § 274a. (b)(1)(B)) can be presented during the Form 1-9 process to establish identity.) If an employee objects to the photo requirement for religious reasons, the Employer should cbontact E-Verify at 888-464-4218, • If an em loyee presents a DHS Form I-561 (Permanent Resident Card) or Form 1-766 t (Employi ent Authorization Document)to complete the Form 1-9, the Employer agrees to make a hotocopy of the document and to retain the photocopy with the employee's Form I-91.1, The employer will use the photocopy to verify the photo and to assist DHS with its review of photo non-matches that are contested by employees. Note that employees retain the right to present any List A, or List B and List C, documentation to l complete the Form 1-9. DHS may in the future designate other documents that activate the photd screening tool. — . Paw.3 of 131E,,1/4,16 N.,i')11 for FirnoloplRe.rrisicri fU.,!.. 10,79/38 1 ' EXHIBIT"B"-page 21 of 122 ,.: .4— ,,A r.vf 4,:,rl"P. .2% fffiA MI.1 1 riry . ,..... ,I.,, ... s, is.vra 1r) TA A ACIV/I 0 nr Du,i'u,i.1:`- Company ID Nt.inber; 199387 6. The E ployer understands that participation in E-Verify does not exempt the Employer from the resp nsibility to complete, retain, and make available for inspection Forms 1-9 that relate to its en ployees, or from other requirements of applicable regulations or laws, including the obligation tt comply with the antidiscrimination requirements of section 274B of the INA with respect to Fontn 1-9 procedures, except for the following modified requirements applicable by reason of the Employer's participation in E-Verify: (1) identity documents must have photos, as described in paragraph 5 above; (2) a rebuttable presumption is established that the Employer has not violat13 section 274A(a)(1)(A) of the Immigration and Nationality Act (INA) with respect to the hiring of ny individual if it obtains confirmation of the identity and employment eligibility of the individual ih compliance with the terms and conditions of E-Verify; (3) the Employer must I notify DHS if it ontinues to employ any employee after receiving a final nonconfirmation, and is subject to a civil money penalty between $550 and $1,100 for each failure to notify DHS of i., continued ern loyment following a final nonconfirrnation; (4) the Employer is subject to a rebuttable preumption that it has knowingly employed en unauthorized alien in violation of section 274A(a)(1)(A) if the Employer continues to employ an employee after receiving a final nonconfirmation; and (5) no person or entity participating in E-Verify is civilly or criminally liable under any law for any action taken in good faith based on information provided through the confirmation s tem. DHS reserves the right to conduct Form 1-9 compliance inspections during the course of ELVerify, as well as to conduct any other enforcement activity authorized by law. 7. The Employer agrees to initiate E-Verify verification procedures for new employees within 3 Emelt business days after each employee has been hired (but after both sections 1 and 2 of the Fe 1-9 have been completed), and to complete as many (but only as many) steps of the F-Verify rocess as are necessary according to the E-Verify User Manual. The Employer is prohibited fro, initiating verification procedures before the employee has been hired and the Form 1-9 completed. If the automated system to be queried is temporarily unavailable, the 3-day time period is extended until it is again operational in order to accommodate the Employer's attempting, in good faith, to make inquiries during the period of unavailability. In all cases, the Employer must use the SSA verification procedures first, and use DHS verification procedures and photo screening tool only after the SSA verification response has been given. Employers may initiate certification by notating the Form 1-9 in circumstances where the employee has ! applied for a Social Security Number (SSN) from the SSA and is waiting to receive the SSN, provided that the Employer performs an E-Verify employment verification query using the employee's SS as soon as the SSN becomes available. 8. The Em layer agrees not to use E-Verify procedures for pre-employment screening of job applicants, in support of any unlawful employment practice, or for any other use not authorized by trlis MOU. Employers must use E-Verify for all new employees, unless an Employer is a lederal contractor that qualifies for the exceptions described In Article II.D.1.c. Except as provided in Article 11.D, the Employer will not verify selectively and will not verify employees 1*(3111 before the effective date of this MOU. The Employer understands that if the Employer uses E-Verify procedures for any purpose other than as authorized by this MOU, the Employer may tie subject to appropriate legal action and termination of its access to SSA and DHS information pursuant to this MOU. 9. The Employer agrees to follow appropriate procedures (see Article Ill. below) regarding tentative noncohfirmations, including notifying employees of the finding, providing written referral instructions to employees, allowing employees to contest the finding, and not taking P;i9n A a(131E-11f)11f.,tvl(k1 for E-ipIo/ORRviF,Ion Dol,‘: I();2cy0F, *,''''''.',:.`' ' EXHIBIT"B"-page 22 of 122 ,..i,aii6., NM ic: 1,1 •''' '* 1 'C'' 14' ,.., ... n•vi".R3;•Vr It :,APnYTCRE n. pmr Company ID Nu-n bar: 199387 r adverse actin against employees if they choose to contest the finding. Further, when employees cor.test a tentative nonconfirmation based upon a photo non-match, the Employer is required to takei affirmative steps (see Article III.B, below) to contact DHS with information necessary to resolve the challenge. 10. The Erployer agrees not to take any adverse action against an employee based upon the employee'S perceived employment eligibility status while SSA or DHS is processing the verification req jest unless the Employer obtains knowledge (as defined in 8 C.F.R. § 274a.1(I)) that the employee is not work authorized. The Employer understands that an initial inability of the SSA or ro-is automated verification system to verify work authorization, a tentative nonconfinatio , a case in continuance (indicating the need for additional time for the government to resolve a case), or the finding of a photo non-match, does not establish, arid should not be i terpreted as evidence, that the employee is not work authorized. In any of the 1 cases listed a1 ove, the employee must be provided a full and fair opportunity to contest the finding, and if tie or she does so, the employee may not be terminated or suffer any adverse employment cdnsequences based upon the employee's perceived employment eligibilitystatus (including denyjng, reducing, or extending work hours, delaying or preventing training, requiring an employee t work in poorer conditions, refusing to assign the employee to a Federal contract or other assignnent, or otherwise subjecting an employee to any assumption that he or she is unauthorized towork) until and unless secondary verification by SSA or DHS has been completed and a final nonconfirmation has been issued. If the employee does not choose to contest a tentative nonconfirmation or a photo non-match or if a secondary verification is completed and final nonconfirmation is issued, then the Employer can find the employee is not oi work authorize and terminate the employee's employment. Employers or employees with questions about a final nonconfirmation may call E-Verify at 1-888-464-4218 or OSC at 1-800- 255-8155 or 1-800-237-2515 (TDD), 11. The Employer agrees to comply with Title VII of the Civil Rights Act of 1964 and section 274B of the INA by not discriminating unlawfully against any individual in hiring, firing, or recruitment or referral practices because of his or her national origin or, in the case of a protected individual as defined in section 274B(a)(3) of the INA, because of his or her citizenship statdis. The Employer understands that such illegal practices can include selective verification or ute of E-Verify except as provided in part D below, or discharging or refusing to hire employee because they appear or sound "foreign or have received tentative nonconfirmatiors. The Employer further understands that any violation of the unfair immigration-relzted employment practices provisions in section 274B of the INA could subject the Employer td civil penalties, back pay awards, and other sanctions, and violations of Title VII could subject he Employer to back pay awards, compensatory and punitive damages. Violations of eit er section 274B of the INA or Title VII may also lead to the termination of its participation in -Verify. If the Employer has any questions relating to the anti-discrimination provision, it should contact OSC at 1-800-255-8155 or 1-800-237-2515 (TDD), 12. The Employer agrees to record the case verification number on the employee's Form 1-9 l or to print the sbreen containing the case verification number and attach it to the employee's Form 1-9. 13. The Employer agrees that it will use the information it receives from SSA or OHS pursuant to E-Verify and this MOU only to confirm the employment eligibility of employees as recio 5 of 131E-voofy mr si..1 ifir Empir,iy/A lkomion pole 10121m3 EXHIBIT"B"-page 23 of 122 ,t 33R,1,3 3g(..., to• ;,31r. Company ID Number: 199387 1 I authorized by his MOU. The Employer agrees that it will safeguard this information, and means of access to it (such as PINS and passwords) to ensure that it is not used for any other purpose 1 and as neces ary to protect its confidentiality, including ensuring that it is not disseminated to any person dther than employees of the Employer who are authorized to perform the Employer's responsibilities under this MOU, except for such dissemination as may be authorized in advance by SSA or DHS for legitimate purposes, 14. The Employer acknowledges that the information which it receives from SSA is i , governed by the Privacy Act (5 U.S.C, § 552a(i)(1) and (3)) and the Social Security Act (42 U.S.C. 1306(aj), arid that any person who obtains this information under false pretenses or uses it for any purpcise other than as provided for in this MOU may be subject to criminal penalties. 15. The Employer agrees to cooperate with DHS and SSA in their compliance monitoring and evaluation I of E-Verify, including by permitting DHS and SSA, upon reasonable notice, to review Forms 9 and other employment records and to interview it arid its employees regarding the Employer' use of E-Verify, and to respond in a timely and accurate mariner to DHS requests for information relating to their participation in E-Verify. D, RESPONSIBILITIES OF FEDERAL CONTRACTORS 1. ICI he Employer understands that if it is a Federal contractor subject to the employment verification terms in Subpart 22.18 of the FAR it must verify the employment I eligibility of anN) "employee assigned to the contract" (as defined in FAR 22.1801) in addition to verifying the tiployment eligibility of all other employees required to be verified under the FAR. Once an empl yee has been verified through E-Verify by the Employer, the Employer may not reverify the emOoyee through E-Verify. a. Ffederal contractors not enrolled at the time of contract award: An Employer that is not enrolled ih E-Verify as a Federal contractor at the time of a contract award must enroll as a Federal cont actor in the [-Verify program within 30 calendar days of contract award arid, within 90 days 6f enrollment, begin to use E-Verify to initiate verification of employment eligibility of new hires of the Employer who are working in the United States, whether or not assigned to the contract, 0 ce the Employer begins verifying new hires, such verification of new hires must be initiated with n 3 business days after the date of hire, Once enrolled in E-Verify as a Federal contractor, the Employer must initiate verification of employees assigned to the contract within 90 calendar days after the date of enrollment or within 30 days of an employee's assignment to 1 the contract, whichever date is later. b. Federal contractors already enrolled at the time of a contract award: Employers enrolled in E-Vrify as a Federal contractor for 90 days or more at the time of a contract award must use E-Verry to initiate verification of employment eligibility for new hires of the Employer who are working in the United States, whether or not assigned to the contract, within 3 business I , days after the date of hire. If the Employer is enrolled in E-Verify as a Federal contractor for 90 calendar days (Sr less at the time of contract award, the Employer must, within 90 days of enrollment, begin to use E-Verify to initiate verification of new hires of the contractor who are working in the United States, whether or not assigned to the contract. Such verification of new hires must be initiated within 3 business days after the date of hire. An Employer enrolled as a Federal contractor in E-Verify must initiate verification of each employee assigned to the . .. _ . Pa clo l;of 13IE-V4mfy to161,1 for EmiployfIlRrIvision 0.1:,-, 10120M, ,,,,,,,,n, ,:,%:.,.),.;v:F.-V'' EXHIBIT"B"-page 24 of 122 44, = "T.1.., —ye n 'C' , J,- ', 101(1) •,' f-4 R.VPA I FY 1,II 411,V/cr.,,r run Company ID Number: 199387 contract within 90 calendar days after date of contract award or within 30 days after assignment to the contract whichever is later. 1 c. Institutions of higher education, State, local and tribal governments and sureties: Federal contractors that are institutions of higher education (as defined at 20 U.S.C. 1001(a)), State or local governments, governments of Federally recognized Indian tribes, or sureties performing under a takeover agreement entered into with a Federal agency pursuant to a performance bond may choose to only verify new and existing employees assigned to the Federal contract. Such Federal contractors may, however, elect to verify all new hires, and/or all existing employees hired after November 6, 1986, The provisions of Article 11.D, paragraphs 1.a and 1.b of his MOU providing timeframes for initiating employment verification of employees assigned to a contract apply to such institutions of higher education, State, local and tribal governments, and sureties. d. Ierification of ail employees: Upon enrollment, Employers who are Federal contractors my elect to verify employment eligibility of all existing employees working in the United States who were hired after November 6, 1986, instead of verifying only those employees as igned to a covered Federal contract. After enrollment, Employers must elect to do so only in the manner designated by DHS and initiate E-Verify verification of all existing employees within 180 days after the election. e. -orm 1-9 procedures for Federal contractors: The Employer may use a previously completed Form 1-9 as the basis for initiating E-Verify verification of an employee assigned to a contract as long as that Form 1-9 is complete (including the SSN), complies with Article II.0 5, he employee's work authorization has not expired, and the Employer has reviewed the ilormation reflected in the Form 1-9 either in person or in communications with the employee to eiiisure that the employee's stated basis in section 1 of the Form 1-9 for work authorization has not changed (including, but not limited to, a lawful permanent resident alien having becomE)a naturalized U.S. citizen). If the Employer is unable to determine that the Form 1-9 complies ith Article 11.C.5, if the employee's basis for work authorization as attested in v ( section 1 has e pired or changed, or if the Form 1-9 contains no SSN or is otherwise incomplete, the Employer shall complete a new 1-9 consistent with Article 11.C.5, or update the previous 1-9 to provide theilecessary information. If section 1 of the Forrn 1-9 Is otherwise valid and up-to- I date and the fc rm otherwise complies with Article 11.C.5, but reflects documentation (such as a U.S. passport or Form 1-551) that expired subsequent to completion of the Form 1-9, the Employer shall not require the production of additional documentation, or use the photo screening tool described in Article 11.0.5, subject to any additional or superseding instructions that may be prdwided on this subject in the E-Verify User Manual. Nothing in this section shall be construed tcl require a second verification using E-Verify of any assigned employee who has previously beeri verified as a newly hired employee under this MOU, or to authorize verification of any existing mployee by any Employer that is not a Federal contractor. 2, The Em loyer understands that if it is a Federal contractor, its compliance with this MOU is a performan6e requirement under the terms of the Federal contract or subcontract, and the Employer consents to the release of information relating to compliance with Its verification 1 responsibilities under this MOU to contracting officers or other officials authorized to review the Employer's compliance with Federal contracting requirements. Page 7 of 131E-AfiNify M DU for Fmployf:rikviinn .DLO IC,/n/Or 1 EXHIBIT"B"-page 25 of 122 ,., J4. .tt% , ‘,..3 sp ,;rVi' 4/ dV:), S g(1)) • 0 '4, . Awl*, ,.. . fll F Mir,' l 1 rig II I or ClIr Company ID NuLber; 199387 hf ARTICLE III REFERRAL OF INDIVIDUALS TO SSA AND DHS I A. REFE RAL TO SSA 1. If the Employer receives a tentative nonconfirmation issued by SSA, the Employer must print the tentat ve nonconfirmation notice as directed by the automated system and provide it to the employee ‘o that the employee may determine whether he or she will contest the tentative nonconfirmatio . 1 2. The E ployer will refer employees to SSA field offices only as directed by the automated system based on a tentative nonconfirmation, and only after the Employer records the case verifidation number, reviews the input to detect any transaction errors, and determines that the employee contests the tentative nonconfirmation, The Employer will transmit the Social Security Number to SSA for verification again if this review indicates a need to do so. The Employer will determine whether the employee contests the tentative nonconfirmation as soon as possible after the Employer receives it. 3. If the employee contests an SSA tentative nonconfirmation, the Employer will provide the employee With a system-generated referral letter and instruct the employee to visit an SSA office within 8 Icderal Government work days. SSA will electronically transmit the result of the referral to the Employer within 10 Federal Government work days of the referral unless it determines the more than 10 days is necessary. The Employer agrees to check the E-Verify 1 system regular y for ease updates. 4. The Eritiployer agrees not to ask the employee to obtain a printout from the Social Security Number database (the Numident) or other written verification of the Social Security Number from the SSA. B. REFERRAL TO DHS 1. If the Employer receives a tentative nonconfirmation issued by DHS, the Employer must print the tentate nonconfirmation notice as directed by the automated system and provide it to the employee o that the employee may determine whether he or she will contest the tentative 1 nonconfirmatioh. 2. If the Employer finds a photo non-match for an employee who provides a document for which the automated system has transmitted a photo, the employer must print the photo non- match tentativ nonconfirmation notice as directed by the automated system and provide it to the employee do that the employee may determine whether he or she will contest the finding. 3. The Errployer agrees to refer individuals to DHS only when the employee chooses to contest a tentative nonconfirmation received from DHS automated verification process or when the Employer i sues a tentative nonconfirmation based upon a photo non-match. The Employer will determine hether the employee contests the tentative nonconfirmation as soon as possible vit ..... P,19c:8 of I JM-Vefy r31011 for EmployOR(,v1001)Ddie)1();:n(); EXHIBIT"B"-page 26 of 122 ,._. im ,it 1,,,-.).,. , — .,, '. ....e ri , .„.., . " .,AW VrninY In ; OPP 1 4'I Pr Company ID NLber: 199387 after the Employer receives it. 4. If the employee contests a tentative nonconfirmation issued by DHS, the Employer will provide the employee with a referral letter and instruct the employee to contact DHS through its toll-free hotline (as found on the referral letter)within 8 Federal Government work days, 5. If the employee contests a tentative nonconfirmation based upon a photo non-match, the Employer will Provide the employee with a referral letter to DHS. DHS will electronically transmit the result of the referral to the Employer within 10 Federal Government work days of the referral unless it deter-nines that more than 10 days is necessary. The Employer agrees to cheek the E- Verify system 1-egularly for case updates. 6. The Einployer agrees that if an employee contests a tentative nonconfirmation based upon a photo on-match, the Employer will send a copy of the employee's Form 1-551 or Form 1-766 to DHS f r review by: • Scanni g and uploading the document, or • Sendin a photocopy of the document by an express mail account (furnished and paid for by HS), 7, The Employer understands that if it cannot determine whether there is a photo match/non-maich, the Employer is required to forward the employee's documentation to DHS by scanning and iploading, or by sending the document as described in the preceding paragraph, and resolving the case as specified by the Immigration Services Verifier at DHS who will determine the Dhoto match or non-match. ARTICLE IV SERVICE PROVISIONS 1 1 SSA and DHS will not charge the Employer for verification services performed under this MOU. The Employer is responsible for providing equipment needed to make inquiries. To access the E-Verify Syste , an Employer will need a personal computer with Internet access, ARTICLE V PARTIES A. This M4f U is effective upon the signature of all parties, and shall continue in effect for as long as the SSA, and DHS conduct the E-Verify program unless modified in writing by the mutual consent of all Parties, or terminated by any party upon 30 days prior written notice to the others. Any and all sy;tem enhancements to the E-Verify program by DHS or SSA, including but not limited to the h-Verify checking against additional data sources and instituting new verification procedures, will be covered under this MOU and will not cause the need for a supplemental MOU that outlirLies these changes. DHS agrees to train employers on all changes made to E- Verify through the use of mandatory refresher tutorials and updates to the E-Verify User Manual. Even without changes to E-Verify, DHS reserves the right to require employers to take , .,. Pacio 9 of i3IL-Vioily ri;10!)for Einploy,e1 !-/ovIsfon Dr.qc li)12c)108 ,‘',,,,r r2H,` T; ''' EXHIBIT"B"-page 27 of 122 f ,:i -.;,, ,)•,,,,.;,et,,,,, ,,.., E,, -v a g En Or "( r I ry ' • 4".'4,,rott . II VIM J-Y'I II )ronvccr .r. mir Company ID Nt.mber 199387 mandatory reesher tutorials. An Employer that is a Federal contractor may terminate this MOU when the Federal contract that requires its participation in E-Verify is terminated or completed. In such a circumstance, the Federal contractor must provide written notice to DHS. li If an Employe' that is a Federal contractor fails to provide such notice, that Employer will remain a participant irli the E-Verify program, will remain bound by the terms of this MOU that apply to non-Federal contractor participants, and will be required to use the E-Verify procedures to verify the employmeht eligibility of all newly hired employees. B. Notwithstanding Article V, part A of this MOU, DHS may terminate this MOU if deemed ' necessary beciause of the requirements of law or policy, or upon a determination by SSA or DHS that ther+ has been a breach of system integrity or security by the Employer, or a failure 1 on the part of the Employer to comply with established procedures or legal requirements. The Employer understands that 'rf it is a Federal contractor, termination of this MOU by any party for any reason may negatively affect its performance of its contractual responsibilities. C. Some r all SSA and DF-IS responsibilities under this MOU may be performed by contractor(s), nd SSA and DI-IS may adjust verification responsibilities between each other as they may determine necessary. By separate agreement with DHS, SSA has agreed to perform its responsibilities as described In this MOU. D. Nothing in this MOU is intended, or should be construed, to create any right or benefit, substantive or procedural, enforceable at law by any third party against the United States, its agencies, officers, or employees, or against the Employer, its agents, officers, or employees. E. Each party shall be solely responsible for defending any claim or action against it arising out of or reled to E-Verify or this MOU, whether civil or criminal, and for any liability wherefrom, including (but not limited to) any dispute between the Employer and any other person or enti1y regarding the applicability of Section 403(d) of IIRIRA to any action taken or allegedly taken by the Employer. F. The Ernlployer understands that the fact of its participation in E-Verify is not confidential information and may be disclosed as authorized or required by law and DHS or SSA policy, including but riot limited to, Congressional oversight, E-Verify publicity and media inquiries, determinations of compliance with Federal contractual requirements, and responses to inquiries under the Freeiom of Information Act (FOIA). G. The forgoing constitutes the full agreement on this subject between DHS and the Employer. . H. The ind victuals whose signatures appear below represent that they are authorized to enter into this MOU on behalf of the Employer and DHS respectively. Page io of 1 31P-Ve:rifv SOU or Cilip:r;yer15-wi0P,We,10/2C)al EXHIBIT"B"-page 28 of 122 I 1 -Verify. 777,i, _ I ‘.' 'Air,0.-• •fy O''._ Nk '411a VST,r 1 1. :6 &gasivi,t or flop Company ID NJ-nber. 199387 To be accepted as a participant in E-Verify, you should only sign the Employer's Section of the signature page. If you have any questions, contact E-Verify at 888-464-4218. i Employer SA Construction LIC 1 Angela Hir17 _ i,lame(Plr-..7.e f ),-) Jr—Print) Title En?Ctro/7k,7//7 -077ed 1 03/19/2009 , Signature f)nt e , Departmentofomeland Security-Verification Division USCIS Vedficati n Division Nan;e(P(Phanc, g.n ,ypa or Pilaf) Title Elecfrogica/ ... i pep' 03/19/2009 siRnartim Date 1 i 1 rage 11 of.1`,11L-vrify miLl for FmployorHeyloiona--ro 10,2ediori EXHIBIT"B"-page 29 of 122 ..; T60,, 1,..t,V,4re,,,,, — NO erily Ile. . . ., . ' 4YAW. • ..4i!...'... 4AN1AL t vtn TV NI A rnnvccx CIT pw. , Company ID NuMber 199387 1 information Required for the &Verify Program Information relating to your Company:. Comprny Name; SAK Construction LI,C ) Company Facility Address: 103 N Cool Springs Rd. °Fallon, MO 63360 ..,_ Company Alternate Address: ,„.. . , , ,, __„ Count) or Parish: SAINT CHARLES • , I I , I Employer Ideintifieetion Number: 204193988 .. ,. North Arneriadn Industry Classification Systems 1 Code: 237 • I . . Parent company: -- .. . ; Number of EMployees; 20 to 99 . . _ . Number of Sit4s Verified for 2 Are you verifying for more than 1 site?If yes, please provide the number of sites verified for In each State: . ARIZONA , 1 site(s) ' P.aget 12 of 13!E-Vtuify Mal fov Fromywroision riffle l02fotT3 EXHIBIT"B"-page 30 of 122 eV. 17•VPRI ry In it nniEVICT etfin Company ID Number: 199387 MisSOURI 1 site(s) Information relating to the Program AdminIstrator(s)for your Company on policy questiono or operational problems: Name: Angela Hirtz Telephone NuMber; (636)379 2360 ext.20 Fax Number: (636)410-7711 E-mail Address:: anhitz@sakeonst.coM f PaciP 13 Of 13IE.Verify 1001.1 for EmployeORAvisior,rmIt; 1.)09.108 EXHIBIT"B"-page 31 of 122 F u" T Imo, ry p pn SAK CONSTRUCTION, LLC CONSOLIDATED FINANCIAL STATEMENTS WITH INDEPENDENT AUDITOR'S REPORT DECEMBER 31, 2020 EXHIBIT"B"-page 32 of 122 • 171 Ti TABLE OF CONTENTS Page Independent Auditor's Report Consolidated Financial Statements Consolidated Balance Sheets 3 Consolidated Statements of Income and Members' Equity 4 Consolidated Statements of Cash Flows 5 Notes to Consolidated Financial Statements .................. ...... ...... ...... 6 Consolidated Supplemental Information Gross Profit from Contracts 22 Completed Contracts Schedule 23 Contracts in Progress and Contracts not Started 24 Consolidated Schedule of General and Administrative Expenses 25 EXHIBIT"B"-page 33 of 122 BROWNfic„,,PIAL 10111/1 .11r E YOD Di LOU113 MO D3141 11H 314 1'2 F 31111 c WALLACE IHE FIRM FUR GROWIN: Independent Auditor's Report To the Members of SAK Construction, LLC 0'Fallon,Missouri We have audited the accompanying consolidated financial statements of SAK Construction, LLC (a Missouri limited liability company) which comprise the consolidated balance sheets as of December 31, 2020 and 2019, and the related consolidated statements of income and members' equity and cash flows for the years then ended, and the related notes to the consolidated financial statements. Management's Responsibility for the Consolidated Financial Statements Management is responsible for the preparation and fair presentation of these consolidated financial statements in accordance with accounting principles generally accepted in the United States of America; this includes the design, implementation, and maintenance of internal control relevant to the preparation and fair presentation of consolidated financial statements that are free from material misstatement, whether due to fraud or error. Auditor's Responsibility Our responsibility is to express an opinion on these consolidated financial statements based on our audits. We conducted our audits in accordance with auditing standards generally accepted in the United States of America. Those standards require that we plan and perform the audits to obtain reasonable assurance about whether the consolidated financial statements are free from material misstatement. An audit involves performing procedures to obtain audit evidence about the amounts and disclosures in the consolidated financial statements. The procedures selected depend on the auditor's judgment, including the assessment of the risks of material misstatement of the consolidated financial statements, whether due to fraud or error. In making those risk assessments, the auditor considers internal control relevant to the entity's preparation and fair presentation of the consolidated financial statements in order to design audit procedures that are appropriate in the circumstances, but not for the purpose of expressing an opinion on the effectiveness of the entity's internal control. Accordingly, we express no such opinion. An audit also includes evaluating the appropriateness of accounting policies used and the reasonableness of significant accounting estimates made by management, as well as evaluating the overall presentation of the consolidated financial statements. We believe that the audit evidence we have obtained is sufficient and appropriate to provide a basis for our audit opinion. AN INLIEPENDEN1 FIHM ASSOCIA 1 ED WITH MOOHE GLOEiAL NE 1 WORK LIMITED MEMBEH AMaEHICAN INS II 11.11E OF C'EFI l-'UBIJC AGUOUN1AN I S BHOWN SMITH WALLACE IS A MI 9500H1 LIMI 1ED LIABILITY PABINEFISHIP EXHIBIT"B"-page 34 of 122 Opinion In our opinion, the consolidated financial statements referred to above present fairly, in all material respects, the financial position of SAK Construction, LLC as of December 31, 2020 and 2019, and the results of their operations and their cash flows for the years then ended in accordance with accounting principles generally accepted in the United States of America. Report on Supplemental Information Our audits were conducted for the purpose of forming an opinion on the consolidated financial statements as a whole. The supplemental information, as listed in the table of contents, is presented for the purpose of additional analysis and is not a required part of the consolidated financial statements. Such information is the responsibility of management and was derived from and relates directly to the underlying accounting and other records used to prepare the consolidated financial statements. The information has been subjected to the auditing procedures applied in the audits of the consolidated financial statements and certain additional procedures, including comparing and reconciling such information directly to the underlying accounting and other records used to prepare the consolidated financial statements or to the consolidated financial statements themselves, and other additional procedures in accordance with auditing standards generally accepted in the United States of America. In our opinion, such information is fairly stated in all material respects in relation to the consolidated financial statements as a whole. S tL ?AItjo1Lc4 , L LP St. Louis, Missouri March 12, 2021 EXHIBIT"B"-page 35 of 122 f SAK CONSTRUCTION, LLC 1 ' ' 11 L Consolidated Balance Sheets December 31, 2020 and 2019 ASSETS 2020 2019 Current Assets Cash and cash equivalents $ 46,482,785 $ 6,527,471 Contract receivables 33,563,321 39,931,884 Retainage 17,647,625 17,498,364 Contract assets 4,915,592 7,149,653 Inventory 5,389,163 5,119,153 Miscellaneous receivables 796,418 2,135,514 Prepaid expenses 8,882,000 1,753,358 Other current asset-escrow 243,963 216,659 Total Current Assets 117,920,867 80,332,056 Property and Equipment-Net 58,503,626 54,929,206 Assets Under Capital Lease Arrangements-Net 1,631,500 1,529,865 Goodwill 1,798,886 1,798,886 TOTAL ASSETS $ 179,854,879 $ 138,590,013 LIABILITIES AND MEMBERS' EQUITY Current Liabilities Current portion of other long-term debt $ 9,891,127 $ 10,322,354 Current portion of PPP loan payable 6,021,155 - Current obligations under capital leases 491,319 442,329 Accounts payable 23,652,156 24,566,913 Contract liabilities 38,851,676 13,691,101 Accrued expenses 7,889,833 5,003,063 Total Current Liabilities 86,797,266 54,025,760 Long-Term portion of PPP loan payable 2,690,545 - Non-Current Obligations from Capital Lease Arrangements 1,158,803 1,103,906 Other Long-Term Debt 21,949,567 26,278,010 Members' Equity 67,258,698 57,182,337 TOTAL LIABILITIES AND MEMBERS' EQUITY $ 179,854,879 $ 138,590,013 The accompanying notes are an integral part of these consolidated financial statements. -3- EXHIBIT"B"-page 36 of 122 SAK CONSTRUCTION, LLC 110 r Consolidated Statements of Income and Members' Equity Years ended December 31, 2020 and 2019 2020 2019 Contract revenue $ 265,643,362 $ 244,226,076 Cost of contract revenue Labor 36,588,196 39,706,046 Material 39,029,480 29,039,633 Subcontractors 85,935,576 73,453,543 Equipment 28,697,687 36,082,871 Other 24,226,159 22,632,508 Total cost of contract revenue 214,477,098 200,914,601 Gross profit 51,166,264 43,31 1,475 Loss on disposal of assets 23,689 9,953 General and administrative expenses 26,023,704 25,452,926 Income from operations 25,118,871 17,848,596 Other income (expense) Interest expense (1,740,226) (3,113,546) Other income (expense) - net (229,599) (39,690) Total other income (expense) (1,969,825) (3,153,236) Net income $ 23,149,046 $ 14,695,360 Members' Equity Beginning balance $ 57,182,337 $ 42,695,324 Distributions to Members (13,072,685) (208,347) Net income 23,149,046 14,695,360 End of year $ 67,258,698 $ 57,182,337 The accompanying notes are an integral part of these consolidated financial statements. -4- EXHIBIT"B"-page 37 of 122 - SAK CONSTRUCTION, LIC Consolidated Statements of Cash Flows Years ended December 31, 2020 and 2019 2020 2019 Cash flows from operating activities: Net income 23,149,046 $ 14,695,360 Adjustments to reconcile net income to net cash provided by operating activities: Depreciation 13,070,662 20,208,264 Loss on disposal of assets 23,689 9,953 Payable to joint venture 131,317 (Increase)decrease in operating assets: Contract receivables 6,368,563 (8,986,329) Retainage (149,261) (2,986,190) Contract assets 2,234,061 7,310,575 Inventory (270,010) (92,818) Escrow account (27,304) 161,231 Other assets (5,789,546) (51,609) Increase(decrease) in operating liabilities: Accounts payable (914,757) (7,231,717) Contract liabilities 25,160,575 7,805,474 Accrued expenses 2,886,770 (218,903) Net cash provided by operating activities 65,742,488 30,754,608 Cash flows from investing activities: Purchases of property,plant and equipment (16,141,715) (14,347,568) Net cash used in investing activities (16,141,715) (14,347,568) Cash flows from financing activities: Proceeds from long-term debt 7,293,710 7,742,949 Proceeds from PPP loan payable 8,711,700 Payments on long-term debt (12,053,380) (20,726,669) Payments on capital lease obligations (524,804) (672,974) Distributions to Members (13,072,685) (208,347) Net cash used in financing activities (9,645,459) (13,865,041) INCREASE IN CASH AND CASH EQUIVALENTS 39,955,314 2,541,999 Cash and cash equivalents at beginning of year 6,527,471 3,985,472 Cash and cash equivalents at end of year S 46,482,785 $ 6,527,471 Supplemental Information -Interest paid 1,740,226 $ 3,113,546 Non-Cash Transaction -Purchases of property,plant,and equipment under capital lease obligations S 628,691 $ 872,123 The accompanying notes are an integral part of these consolidated financial statements. -5- EXHIBIT"B"-page 38 of 122 SAK CONSTRUCTION, LLC Notes to Consolidated Financial Statements December 31, 2020 Note A -Nature of Operations and Summary of Significant Accounting Policies The following summary of significant accounting policies of the Company is presented to assist in understanding the Company's consolidated financial statements. The consolidated financial statements and notes are the representation of the Company's management, who is responsible for their integrity and objectivity. The accounting policies conform to U.S. generally accepted accounting principles and have been consistently applied in the preparation of the consolidated financial statements. Principles of Consolidation— The consolidated financial statements include the accounts of SAK Construction and its wholly-owned subsidiaries, hereinafter referred to as "SAK" or the "Company." All significant intercompany transactions have been eliminated from the consolidated financial statements. Nature of Operations— SAK operations involve the trenchless rehabilitation of pipelines servicing the water, sanitary and storm sewer markets within the United States through a process known as Cured in Place Pipe (CIPP) as well as the construction of soft ground and hard rock tunnels. SAK performs construction jobs under fixed price contracts and, from time to time, repair jobs under cost plus fee contracts. The length of the contracts vary, but typically the rehabilitation of pipeline projects run less than a year and tunneling projects run longer than a year. Operating Cycle SAK's "operating cycle" is the length of each individual contract, which generally takes from one month to two years to complete. Therefore, the accounts and retentions receivable and payable related to contracts in progress are treated as current items. Joint Ventures— From time to time SAK has signed joint venture agreements to bid on specific projects. Management's decision to bid projects with a joint venture are based on economic and competitive factors. All accounting policies of the joint ventures are consistent with the policies of SAK. The reporting methods utilized by SAK to account for the joint ventures are detailed in Note M. Estimates- Management uses estimates and assumptions in preparing the consolidated financial statements. Those estimates and assumptions affect the reported amounts of assets and liabilities, the disclosure of contingent assets and liabilities, and the reported revenues and expenses. Actual results may differ from those estimates. Cash and Equivalents Cash and equivalents consist of highly liquid investments with an initial maturity of three months or less. The Company aggregates all cash balances by bank and reclassifies any negative balance to accounts payable. At times, bank deposits may be in excess of federally insured limits. -6- EXHIBIT"B"-page 39 of 122 Ill SAK CONSTRUCTION, LLC 01 FIDE Notes to Consolidated Financial Statements - Continued December 31, 2020 Note A -Nature of Operations and Summary of Significant Accounting Policies (Continued) Contract Receivables Normal contract receivables are due 30 days after receipt by the customer. SAK considers receivables outstanding more than 120 days as delinquent and, based on individual credit evaluations and the specific circumstances of each customer, determines the collectability of the accounts. Based upon a review of outstanding receivables, historical collection information, and existing economic conditions, management does not consider a reserve for doubtful accounts necessary as of December 31, 2020 and 2019. Inventory — Inventory is stated at the lower of cost or net realizable value. Average cost is used in determining the cost of the inventories. Property and Equipment— Purchases of property and equipment are recorded at cost. Upon sale or retirement, the cost and related accumulated depreciation are eliminated from the respective accounts, and the resulting gain or loss is included in current income. Repairs and maintenance charges that do not increase the useful lives of the assets are charged to expense as incurred. In general, depreciation of property and equipment is computed by the straight-line method over the following estimated useful lives: buildings and leasehold improvements, from five to 40 years; and machinery and equipment, from three to ten years. The Company owns several Tunnel Boring Machines, which remain idle until they are needed for specific tunneling contracts. These machines are depreciated on a straight-line method, but only during the period that they are being used. The Company periodically evaluates the carrying value of its long-lived assets when events and circumstances warrant such a review. The carrying value of a long-lived asset is considered impaired when the anticipated undiscounted cash flows from such asset is less than its carrying value. In that event, a loss is recognized to the extent the carrying value exceeds the fair value of the long-lived asset. Other Current Asset— Escrow— The Company had cash held in escrow relating to the debt agreement obtained during 2010 for purposes of financing the construction of SAK's new corporate office facility and the purchase of manufacturing equipment. In addition, escrow accounts have been established for the purpose of holding retention on certain Tennessee contracts. As of December 31, 2020 and 2019, $243,963 and $216,659 remained in escrow, respectively. -7- EXHIBIT"B"-page 40 of 122 SAK CONSTRUCTION, LLC Notes to Consolidated Financial Statements - Continued December 31, 2020 Note A -Nature of Operations and Summary of Significant Accounting Policies (Continued) Goodwill — This balance represents the excess cost over fair value of'net identifiable assets acquired resulting from the 2011 acquisition of Pipenology, Inc. The Company evaluates the carrying value of goodwill on at least an annual basis and more frequently if events occur or circumstances change that would more likely than not reduce the fair value below its carrying amount. PPP Loan Payable - The proceeds from the loan will remain recorded as a liability until either the loan is, in part or wholly, forgiven and the Company has been "legally released" or the Company pays off the loan to the creditor. Once the loan is, in part or wholly, forgiven and the legal release is received, the Company would reduce the liability by the amount forgiven and record a gain on debt forgiven in the consolidated statements of'income. Income Taxes— SAK Construction, LLC operates as a limited liability company; therefore, earnings and losses are included on the income tax returns of the respective Members. The Company has no uncertain tax positions. Reclassifications Certain reclassifications have been made to the 2019 consolidated financial statements to conform to the 2020 presentation. Subsequent Events— The Company has evaluated all subsequent events through March 12, 2021, the date the consolidated financial statements were available to be issued. Note B - Revenue Performance Obligations— A performance obligation is a promise to transfer a distinct good or service to the customer, and is the unit of account in FASB ASC 606. A contract's transaction price is allocated to each distinct performance obligation and recognized as revenue when, or as, the performance obligation is satisfied. For contracts in which construction and installation services are provided, there is generally a single performance obligation as the promise to transfer the individual goods or services is not separately identifiable from other promises in the contracts and, therefore, not distinct. The bundle of good and services represents the combined output for which the customer has contracted. -8- EXHIBIT"B"-page 41 of 122 " II SAK CONSTRUCTION, LLC Notes to Consolidated Financial Statements - Continued December 31, 2020 Note B - Revenue(Continued) The Company's performance obligations are generally satisfied over time as work progresses. Revenues from products and services transferred to customers over time account for over 99% of revenues for each of the years ended December 31, 2020 and 2019. Revenues from construction and installation services are recognized over time using an input measure (e.g., cost incurred to date relative to total estimated costs at completion) to measure progress toward satisfying performance obligations. Incurred cost represents work performed, which corresponds with, and thereby best depicts, the transfer of control to the customer. Contract costs include all direct material, labor and those identifiable indirect costs related to contract performance. Bonding and insurance costs for tunneling projects, which we expected to take longer than one year to complete, are capitalized and incurred ratably over the life of the project. Otherwise, such incremental costs of obtaining a contract, expected to be completed in less than one year, are expensed as incurred. Changes result in revisions to costs and income and are recognized in the period in which the revisions are determined. At the time a loss on a contract becomes known, the entire amount of the estimated loss is accrued. Revenues from stand-alone product sales are recognized at a point in time, when control of the product is transferred to the customer. Revenues from these types of contracts account for less than 1% of revenues for each of the years ending December 31, 2020 and 2019. On December 31, 2020, the Company had $544,952,293 of remaining performance obligations from construction and installation services. The Company estimates that approximately $220 million, or 40%, of the remaining performance obligations at December 31, 2020 will be realized as revenues in the next 12 months. Contract Estimates Accounting for long-term contracts involves the use of various techniques to estimate total contract revenue and costs. For long-term contracts, the Company estimates the profit on a contract as the difference between the total estimated revenue and expected costs to complete a contract and recognizes that profit over the life of the contract. Contract estimates are based on various assumptions to project the outcome of future events that sometimes span multiple years. These assumptions include labor productivity and availability; the complexity of the work to be performed; the cost and availability of materials; the performance of subcontractors; and the availability and timing of funding from the customer. -9- EXHIBIT"B"-page 42 of 122 SAK CONSTRUCTION, LLC Notes to Consolidated Financial Statements - Continued December 31, 2020 Note B -Revenue(Continued) The Company's contracts do not typically contain variable consideration or other provisions that increase or decrease the transaction price. In rare instances where the transaction price is not fixed, the Company estimates variable consideration at the most likely amount to which it expects to be entitled. The Company includes estimated amounts in the transaction price to the extent it is probable that a significant reversal of cumulative revenue recognized will not occur when the uncertainty associated with the variable consideration is resolved. For contracts in which a portion of the transaction price is retained and paid after the good or service has been transferred to the customer the Company does not recognize a significant financing component. The primary purpose of the retainage payment is often to provide the customer with assurance that the Company will perform its obligations under the contract, rather than to provide financing to the customer. The Company's estimates of variable consideration and determination of whether to include estimated amounts in the transaction price are based largely on an assessment of anticipated performance and all information (historical, current and forecasted) that is reasonably available. Claims and settlements with customers, which may arise in the normal course of business, are generally included in revenues when realization is probable and the amount can be reasonably estimated. -1 0- EXHIBIT"B"-page 43 of 122 SAK CONSTRUCTION, LLC 11 Notes to Consolidated Financial Statements - Continued December 31, 2020 Note B - Revenue(Continued) Revenue by Category— The following tables summarize revenues by segment and geography. Year Ended December 31, 2020 Geographic Cured In Place Underground Product Total Region Pipe Sal es Central $ 73,289,725 $ 71,072,132 $ - $ 144,361,857 Pacific 76,677,682 4,503,663 218,119 81,399,464 Southeast 16,864,119 16,864,119 Atlantic 23,017,922 23,017,922 $ 189,849,448 $ 75,575,795 $ 218,119 $ 265,643,362 Year Ended December 31, 2019 Geographic Cured In Place Underground Product Total Region Pipe Sales Central $ 56,400,947 $ 75,677,642 $ - $ 132,078,589 Pacific 61,863,495 3,158,910 40,349 65,062,754 Southeast 22,479,544 22,479,544 Atlantic 24,505,758 99,431 24,605,189 $ 165,249,744 $ 78,836,552 $ 139,780 $ 244,226,076 Contract Balances The timing of revenue recognition, billings and cash collections results in billed contract receivables, retainage, contract assets and contract liabilities on the Consolidated Balance Sheets. Contract assets represent work performed that could not be billed either due to contract stipulations or the required contractual documentation has not been finalized. Unbilled receivables, which arc included in contract assets and represent an unconditional right to payment subject only to the passage of time, are reclassified to contract receivables when they are billed under the terms of the contract. Contract retainages represent amounts invoiced to customers where payment has been withheld by the customer until the work is completed. Contract retentions are due 30 days after completion of the project and acceptance by the customer. Contract liabilities represent billings as of the balance sheet date, as allowed under the terms of the contract, but not yet recognized as revenue pursuant to the Company's revenue recognition policy. The Company anticipates that substantially all costs incurred and associated with contract assets as of December 31, 2020 will be billed and collected within one year. -11- EXHIBIT"B"-page 44 of 122 110 SAK CONSTRUCTION, LLC ft Notes to Consolidated Financial Statements - Continued December 31, 2020 Note B -Revenue(Continued) The Company's contract assets and contract liabilities are reported in a net position on a contract-by-contract basis at the end of each reporting period. Advance payments, billings in excess of revenue recognized and deferred revenue are each classified as current. Net contract assets (liabilities) consisted of the following at December 31: 2020 2019 Contract Assets $ 4,915,592 7,149,653 Contract Liabilities (38,851,676) (13,691,101) Net Contract Assets (Liabilities) $ (33,936,084) $ (6,541,448) Impairment losses recognized on receivables and contract assets were not material during 2020 and 2019. Note C -Concentrations of Revenues and Credit Risk The Company earned approximately 41% and 49% of its contract revenues from two customers during the years ended December 31, 2020 and 2019, respectively. Amounts due from these customers as of December 31, 2020 and 2019, and included in contract receivables, totaled $23,067,072 and $18,652,960, respectively. Note D - Contract Receivables The following table summarizes the contract receivables balance as of December 31, 2020 and 2019: 2020 2019 Contracts completed $ 2,170,323 $ 5,659,296 Contracts in progress 31,392,998 34,272,588 Contract receivables $ 33 563 321 $ 39,931,884 -12- EXHIBIT"B"-page 45 of 122 SAK CONSTRUCTION, LLC Notes to Consolidated Financial Statements - Continued December 31, 2020 Note E - Inventories The following table summarizes inventories as of December 31, 2020 and 2019: 2020 2019 CIPP liner $ 1,220,462 $ 1,979,020 CIPP raw materials 1,797,010 1,814,465 Construction materials 2,371,691 1,325,668 $ 5,389,163 $ 5,119,153 Note F- Property and Equipment Property and equipment consisted of the following as of December 31, 2020 and 2019: 2020 2019 Land $ 3,327,340 $ 2,425,055 Building 10,853,800 10,127,209 Construction equipment 78,447,346 70,238,329 Vehicles 28,238,049 26,542,276 Manufacturing equipment 9,599,493 9,049,643 Computer equipment 1,324,928 1,157,991 Leasehold improvements 126,420 126,420 Furniture and fixtures 552,200 552,200 Construction in progress 5,341,810 1,943,228 137,811,386 122,162,351 Less: accumulated depreciation (79,307,760) (67,233,145) Net book value $ 58,503,626 $ 54,929,206 Construction in progress at December 31, 2020, included $2.1 million related to a tunneling boring machine and conveyor system which has been purchased and is being refurbished. We estimate additional costs of $7.1 million to get the equipment in service. -13- EXHIBIT"B"-page 46 of 122 SAK CONSTRUCTION, LLC Notes to Consolidated Financial Statements - Continued December 31, 2020 Note G - Accounts Payable Accounts payable includes amounts due to subcontractors for retainage of$3,947,601 and $4,467,704 at December 31, 2020 and 2019, respectively. These payables have been retained pending completion and customer acceptance of jobs. Note H -Debt Debt at December 31, 2020 and 2019 consists of the following: 2020 2019 Bank debt—equipment financing $ 27,421,040 $ 31,807,257 Bank debt—building and land financing 4,419,654 4,793,107 31,840,694 36,600,364 Less: current maturities (9,891,127) (10,322,354) Long-term debt $ 21,949,567 $ 26,278,010 The Company has a collateralized revolving line of credit with a borrowing limit of $30,000,000 that terminates on July 31, 2022. Drawings against the line are collateralized by certain SAK assets. Under the agreement, the Company has the option to draw money at a base rate which is dependent upon the lender's commercial rate in effect on such draw date, or at a rate that equals the current LIBOR plus an applicable margin (2.5%to 3.0%) based on SAK's leverage ratio. At December 31, 2020 and 2019 the Company had no outstanding borrowings. The terms of the agreement are such that the borrowings are classified as long-term debt, if there was a balance. The line of credit includes covenants related to net worth, leverage and fixed charge coverage ratios. The Company was in compliance with all covenants as of December 31, 2020 and 2019. Letters of credit of$700,000 have been issued at December 31, 2020. These letters have not been drawn upon as of December 31, 2020. In 2014, as a part of the line of credit agreement, the Company entered into a building term loan for $3,800,000. This term loan was used to refinance the Company's 2010 corporate facility loan. The term loan bears an interest rate, which varies monthly, equal to the current LIBOR plus an applicable margin (3.0% to 3.5%) based on SAK's leverage ratio. Principal plus the respective interest is payable monthly. This loan matures on July 31, 2022, when the revolving line of credit matures; however, it is management's intent to renew both the line of credit and the term loan. Therefore, the term loan is shown on the maturity schedule based on the 20 year amortization period. The balance of this loan as of December 31, 2020 and 2019, was $2,526,000 at a rate of 3.95% and $2,718,000 at a rate of 5.62%, respectively. -14- EXHIBIT"B"-page 47 of 122 SAK CONSTRUCTION, LLC Notes to Consolidated Financial Statements - Continued December 31, 2020 Note H -Debt(Continued) In 2015, the Company entered into a term loan for the purchase of additional land for $250,000. The term loan bears an interest rate of 4.0%, and principal plus the respective interest is payable monthly. This loan matures on April 1, 2030. The balance of this loan as of December 31, 2020 and 2019, was $171,360 and $186,367, respectively. In 2018, the Company entered into a term loan for the purchase of a building and land in San Antonio, Texas for $748,000. The term loan bears an interest rate of 5.36%, and principal plus the respective interest is payable monthly. This loan matures on December 1, 2025. The balance of this loan as of December 31, 2020 and 2019, was $629,251 and $690,354, respectively. In 2019, the Company entered into a term loan for the purchase of a building and land in Kansas City, Missouri for $1,275,000. The term loan bears an interest rate of 4.86%, and principal plus the respective interest is payable monthly. This loan matures on March 1, 2026. The balance of this loan as of December 31, 2020 and 2019, was $1,093,043 and $1,198,386, respectively. From 2015 through 2020, the Company purchased machinery and equipment and subsequently borrowed cash against the value of the machinery and equipment by entering into several collateralized long-term debt agreements. The loans are collateralized by the financed assets. Most loans have a fixed interest rate ranging from 2.83% to 5.29%. The weighted average interest rate as of December 31, 2020 and 2019, was 4.13% and 4.35%, respectively. Principal plus the respective interest is payable monthly. The loans mature at various dates from July 2021 through September 2025. The balance of these loans as of December 31, 2020 and 2019, was $27,421,040 and $31,807,257, respectively. The Company borrowed $10,000,000 on October 31, 2017 from an entity which includes several related parties. The note was originally scheduled to mature on October 31, 2022. Interest on $5,050,000 at 12% was payable quarterly commencing on January 1, 2018 and interest on $4,950,000 at 14% was payable annually with the first 3 years to be deferred until November 1, 2020. The note was unsecured and was subordinate to the bank debt of the Company. The proceeds from the issuance were used to pay down the line of credit. The Company made a $5,000,000 principal payment, plus accrued interest, to the respective owners in July 2019 and then paid the remaining $5,000,000 balance, plus accrued interest, in November 2019. As a result of these early payoffs, the Company incurred $150,000 in prepayment penalties. -15- EXHIBIT"B"-page 48 of 122 SAK CONSTRUCTION, LLC Notes to Consolidated Financial Statements - Continued December 31, 2020 Note H-Debt (Continued) The current portion of long-term debt at December 31, 2020 is $9,891,127. The aggregate maturities of long-term debt are as follows: Years Ending December 31, 2022 $ 8,973,992 2023 6,737,639 2024 2,694,931 2025 1,407,936 2026 693,525 2027 and thereafter 1,441,544 $ 21,949,567 Interest expense on loans and lines of credit totaled $1,740,226 in 2020. interest expense on loans and lines of credit totaled $3,113,546 in 2019. Note I - PPP Loan Payable On April 16, the Coronavirus Aid, Relief, and Economic Security Act ("CARES Act") was signed into law. The legislation includes provisions for expansion of the U.S. Small Business Administration's 7(a) Loan Program to support the new Paycheck Protection Program ("PPP"), The Company applied and was awarded a loan in the amount of$8,711,700 under the PPP. Loans under the PPP can be forgiven if certain conditions are met. As of December 31, 2020, the Company had not received approval that the certain conditions were met, therefore forgiveness has not been recorded. The loan bears interest at 1% with any accrued interest to be forgiven with the principal balance. This loan is unsecured. Monthly loan and interest payments of$674,050 are scheduled to begin on April 14, 2021, with the final payment equal to all unpaid principal and accrued interest due on April 14, 2022, if not forgiven. As of December 31, 2020, the PPP loan payable balance was $8,711,700. -16- EXHIBIT"B"-page 49 of 122 • SAK CONSTRUCTION, LLC F Notes to Consolidated Financial Statements - Continued December 31, 2020 Note I - PPP Loan Payable (Continued) The scheduled maturities of PPP loan payable as of December 31, 2020 are as follows: Years Ending December 31, 2021 $ 6,021,155 2022 2,690,545 $ 8,711,700 Note J - Defined Contribution Plan SAK's defined 401(k) contribution plan covers all non-union employees. The plan matches contributions equal to 100% of the first three percent of eligible compensation and 50% of the next two percent of eligible compensation. During 2020 and 2019, the Company contributed $996,972 and $957,060 to the plan, respectively. Note K-Union Benefit Plans The Company contributes to 17 multiemployer pension plans under collective bargaining agreements covering union-represented employees. Approximately 52% of current employees are participants in such multiemployer plans. These plans generally provide retirement benefits to participants based on their service to contributing employers. The Company does not administer these multiemployer plans. In general, these plans are managed by a board of trustees with the unions appointing certain trustees and other contributing employers of the plan appointing certain members. The Company generally is not represented on the board of trustees. Based on the information available, the Company believes that some of the multi- employer plans to which it contributes are either "critical" or "endangered" as those terms are defined in the Pension Protection Act enacted in 2006 (the PPA). The PPA requires underfunded pension plans to improve their funding ratios within prescribed intervals based on the level of their underfunding. Until the plan trustees develop the funding improvement plans or rehabilitation plans as required by the PPA, the Company is unable to determine the amount of assessments it may be subject to, if any. Accordingly, no determination has been made at this time regarding the impact that the PPA may have on the consolidated financial position, results of operations or cash flows. -17- EXHIBIT"B"-page 50 of 122 SAK CONSTRUCTION, LLC Notes to Consolidated Financial Statements - Continued December 31, 2020 Note K-Union Benefit Plans (Continued) Furthermore, under current law regarding multiemployer benefit plans, a plan's termination, or voluntary withdrawal (which may be considered from time to time), or the mass withdrawal of all contributing employers from any under-funded, multiemployer pension plan would require the Company to make payments to the plan for its proportionate share of the multi-employer plan's unfunded vested liabilities. The most significant plan that the Company participates in is the Construction Laborers Pension Trust of Greater St. Louis, EIN 43-6142465, Plan number 001, which is a multiemployer pension plan under collective bargaining agreements covering union- represented employees. The Company's collective bargaining agreements with the union expire at various dates through October 31, 2021. As of the plan's most recent financial statements, April 30, 2020, the plan was in the "green" zone, as defined by the PPA. The Company's contribution expense for this plan was $1,552,378 and $1,868,509 for the years ended December 31, 2020 and 2019, respectively. The second most significant plan that the Company participates in is the International Union of Operating Engineers Local 513, EIN 43-0827344, Plan number 001, which is a multiemployer pension plan under collective bargaining agreements covering union- represented employees. The Company's collective bargaining agreements with the union expire at various dates through October 31, 2021. As of the plan's most recent financial statements, April 30, 2020, the plan was in "Endangered Status," as defined by the PPA. The Company's contribution expense for this plan was $875,202 and $1,426,188 for the years ended December 31, 2020 and 2019, respectively. The Company's contribution expense for all other multiemployer plans was $1,262,821 and $1,006,952 for the years ended December 31, 2020 and 2019, respectively. Note L - Lease Commitments SAK leases vehicles and equipment from unrelated third parties under operating and capital lease arrangements. The leases will expire over the next five years. Management expects that in the normal course of business, most leases will be renewed or replaced by other leases. SAK has one operating leases with a related party, AYKE, LLC, who is indirectly a Member of SAK. This non-cancelable equipment lease expires in December 2021. Management expects to purchase this piece of equipment at the end of the lease. Lease charges paid to AYKE totaled $130,000 for the year ended December 31, 2020. At December 31, 2020 and 2019, the amount payable to AYKE was $0. -18- EXHIBIT"B"-page 51 of 122 SAK CONSTRUCTION, LLC Notes to Consolidated Financial Statements - Continued December 31, 2020 Note L- Lease Commitments (Continued) SAK is involved in numerous operating leases for real estate and vehicles under non- cancelable leases which expire at various dates through April 2026, Operating Leases— The following is a schedule by years of future minimum rental payments required under operating leases as of December 31, 2020: Years Real Estate Vehicles Total 2021 $ 653,712 $ 260,546 $ 914,258 2022 489,221 147,047 636,268 2023 250,258 59,312 309,570 2024 59,564 59,564 2025 &thereafter 29,380 29,380 $ 1,482,135 $ 466,905 $ 1,949,040 Total lease expense, including related party expense, for 2020 and 2019 was $1,250,056 and$1,412,519,respectively. Capital Leases The following is an analysis of the vehicles and equipment leased under capital lease arrangements: Value of leased property at lease inception $ 2,450,196 Less: accumulated depreciation (818,696) $ 1,631,500 f f -19- EXHIBIT"B"-page 52 of 122 SAK CONSTRUCTION, LLC Notes to Consolidated Financial Statements - Continued December 31, 2020 Note L - Lease Commitments (Continued) The following is a schedule by years of minimum future lease payments under capital leases together with the present value of the net minimum lease payments as of December 31, 2020: Years Ending December 31, 2021 568,331 2022 454,270 2023 505,535 2024 179,775 2025 112,657 Total minimum lease payments 1,820,568 Less: amount representing interest (170,453) Present value of net minimum lease payments $ 1,650,115 In February 2016, the FASB issued Accounting Standards Update No. 2016-02, Leases, The new standard establishes a right-of-use (ROU) model that requires a lessee to record a ROU asset and a lease liability on the balance sheet for all equipment leases with a term longer than 12 months. Leases will be classified as either finance or operating, with classification affecting the pattern of expense recognition in the income statement. For private companies, the new standard is effective for fiscal years beginning after December 15, 2021, including interim periods within those fiscal years. A modified retrospective transition approach is required for lessees for capital and operating leases existing at, or entered into after, the beginning of the earliest comparative period presented in the financial statements, with certain practical expedients available. The Company is currently evaluating the impact of its pending adoption of the new standard on its consolidated financial statements. -20- EXHIBIT"B"-page 53 of 122 , " SAK CONSTRUCTION, LLC Notes to Consolidated Financial Statements - Continued December 31, 2020 Note M -Joint Venture Activity SAK/ Goodwin Joint Venture—The Company entered into a joint venture agreement in 2015 with a non-related party for purposes of bidding on a tunneling contract. The venture eventually won the contract. Per the Joint Venture agreement, Goodwin Brothers Construction Co. and SAK are responsible for providing all working capital, management, supervision, labor, material and equipment necessary to perform their respective Scope of Work. Funds will be distributed in line with each party's completed and paid Scope of Work and each party shall be entitled to receive all of the profits or losses in connection with its respective Scope of Work. Neither party shall share in the profits or losses resulting from the performance of the other party's Scope of Work. SAK will recognize the revenue for their Scope of Work for this agreement using the percentage of completion method. SAK recognized $6,436,395 in 2019 as 'Contract Revenue' in the accompanying consolidated statements of income. Note N - Risk and Uncertainties During March 2020, a global pandemic was declared by the World Health Organization related to the rapidly growing outbreak of a novel strain of coronavirus ("COVID-19"). The pandemic has significantly impacted the economic conditions in the U.S and globally as federal, state and local governments react to the public health crisis, creating significant uncertainties in the U.S. economy. The Company cannot predict the future impact the pandemic will have on the results of its operations, financial position, liquidity, or capital resources. Note 0 - Unsatisfied Performance Obligations (Unaudited) Unsatisfied performance obligations represent revenue expected to be realized from work to be performed on contracts in progress and any change orders in which the realization and collection is probable. Additionally, unsatisfied performance obligations represent revenue expected to be realized from projects that have not begun as of December 31, 2020. These projects represent new signed contracts or projects the Company has been deemed "Apparent Low Bidder." The total unsatisfied performance obligations are $544,952,293 of which $328,485,117 is estimated new revenue on contracts in progress and $216,467,176 represents estimated revenue on contracts for which work had not yet begun as of December 31, 2020. -21- EXHIBIT"B"-page 54 of 122 r �r i r Consolidated Supplemental Information EXHIBIT"B"-page 55 of 122 SAK CONSTRUCTION, LLC Gross Profit from Contracts Year ended December 31, 2020 (See Independent Auditor's Report) Cost of Contract Contract Revenue Revenue Gross Profit Contracts completed $ 72,715,879 $ 52,283,861 $ 20,432,018 Contracts in progress 192,927,483 162,193,237 30,734,246 Total $ 265,643,362 $ 214,477,098 $ 51,166,264 -22- EXHIBIT"B"-page 56 of 122 ,.., ,-,,-, N N 00 0 ID 71,- co en 0 en N00 DO --, C. Cr, N .Q. '0 N 00 N ,n CO 6.4 -+ ,Q. vl 00 ,-, 7r en 00 0 N 0 71- N N ).0 ,-, .,0 en op ... 00 71- en 0 k-.1 1 O el- No "47 CR,, `,0,,,til +-4 Cs. en. en. 0, VI. ,.0 rn.,, 01 CD. CD. en v., k,0 71-. 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';' ,-., :% `6t. 1 ,t,; ,. ,,› e9- 0 -P, Ev ‹ E-g4.• &,, 2 A" — g ' N .c. „ .- o-btes ,, .5 ,..0., ;1i, ,,, 8 r-) 0 E, 2 2 g I.4" ,. 0 a ,,j, g, g 4" . .8 u t u 6 9 0 aig .0 E 2 - 8 i:-.-• 0)E < .":•.= 2 6 Li.11.--to.q .1.: 00o 6 '" .Q . ci ,/,'-.. 4.-ii° c194. .di- K. 9, u 2 0 "E'' ''.9:f,.,E ,,a .9; °-',.:a. -4 .,- 0., g g.i,.4.2: ,,i% .-4 gi. g A 0 ,,1 ,9: gil, 3 •5-1. 6 `'.., d ',, c> = 0, 8 Ce V z 1-1 0 0.• 8 6 8 8 . -- v - ...g. g 4 g 15 . 6 ,f, 6A :4 -= .5 2 ot ..2. 0:, in, t - ,„,.;, o g 2. 0 .- o ...q. .,. .e • c b 0) .8 _- 8 8 S 2 4 8 8 A 8 2 8, 2, r.,-. 8 r4 r.-.," < O 0) a) )fl 3 2 8. 2 8 8 8 8, 5 5 2 8 8 8 8 8 5 8 3 8 8, 4, .5 8 8 3 8 2 2 4. 2 8, 8 2 8 V l.) ›- EXHIBIT"B"-page 58 of 122 SAK CONSTRUCTION, LLC Consolidated Schedule of General and Administrative Expenses Years ended December 31, 2020 and 2019 (See Independent Auditor's Report) 2020 2019 Salaries and related expenses $ 20,769,848 $ 19,662,643 Professional services 751,853 629,248 Travel 640,990 1,094,292 Information technology expenses 471,726 445,761 Facility cost and property tax 463,808 460,714 Depreciation 436,747 431,311 Office supplies and postage 306,938 293,656 Telephone and utilities 289,922 272,372 Bank Fees 279,390 292,275 Safety& COVID related expenses 217,891 28,294 Consulting and outside services 217,851 219,238 Meals and entertainment 203,141 335,786 Donations 180,805 183,163 Dues and subscriptions 155,321 208,481 Business development and recruiting 149,877 155,504 Automobile expenses 146,650 174,283 Bid expense 140,948 88,302 Miscellaneous 99,903 89,431 Contractor licensing 75,113 53,688 Special Events 24,615 142,546 Research and development 367 191,938 Total general and administrative expenses $ 26,023,704 $ 25,452,926 -25- EXHIBIT"B"-page 59 of 122 State of Indiana Office of the Secretary of State CERTIFICATE OF AUTHORITY of SAK CONSTRUCTION,LLC I,TODD ROKITA,Secretary of State of Indiana, hereby certify that Application for Certificate of Authority of the above Missouri Foreign Limited Liability Company(LLC)has been presented to me at my office,accompanied by the fees prescribed by law and that the documentation presented conforms to law as prescribed by the provisions of the Indiana Business Flexibility Act. , 1 , , NOW,THEREFORE,with this document I certify that said transaction will become effective Monday,August 13,2007, In Witness Whereof,I have caused to be le o STA"r$* affixed my signature and the seal of the er State of Indiana, at the City of Indianapolis, . ..,"' August 13,2007. t sc if, #i, 34. wifpw4-47. , ,..,•41) %J ,:.:,v, -- 40ti,I iP-.11. 7 s ,-(il,/:oi. de • 0. "...,' 41 b-tt. ANIA • 0, 11'0,,, -,•-••,,,..,..' , 4/4., : ••,, , kr. .do -,'„,, ,,,,Z41 ,;' if TODD ROKITA, 410.-.% , , ,11.771' 11 ..• or SECRETARY OF STATE 4...."`'.....**.**....l'a 4* 1816 2007081400195/2007081466732 EXHIBIT"B"-page 60 of 122 APPROVED AND FILED HOLLI SULLIVAN INDIANA SECRETARY OF STATE 06/07/2021 11:15 AM pmirumulpropprIrirroonomo::::::1111118rompummumpummormul goaa6gLhngaoimgiukmi560egLkNmddB,MEMENNAll 001 IlierlIVIII171717711979111171110111901Rprillr111111,111 p #10019 1100 11010p1001011got 00111111101 1000 men 01010 100001000000104 11100001010100100 100hAV00°100,00"7000000iegoll013000a0Ciikaii°1104040404101010004110Aiimillaken 000000,361111110 111, MONNI HHHIHR[11111111h1 delVENELAN Efin111110 !It 00111111111VICII HHAN11.111111111101110M MT BUSINESS ID 2007081400195 BUSINESS TYPE Foreign Limited Liability Company BUSINESS NAME SAK CONSTRUCTION,LLC ENTITY CREATION DATE 08/13/2007 JURISDICTION OF FORMATION Missouri PRINCIPAL OFFICE ADDRESS 864,Hoff,0 Fallon,MO,63366,USA YEARS 2021/2022 r1111416,117111NitTIMIFIRAII,111111INI,N1 1,614AkoMaiNhotiolhotidbi IlLf4L1,13J [IA A;) \ ‘1!) /1"i1,7i.41,11,01,11111.1111,11,3111,11311:111111,13111.1611„1 EFFECTIVE DATE 06/07/2021 EFFECTIVE TimE 11:15 AM rir1"S7Ffr""rrrrrrfr)r"IrfrTrrrrnrR 1.14ASMILANak"k idtetirigaraNdibigaidakailiit IAA \151110) AtiglaWbg 011/4101( "litiONINA410'/Millittiht REGISTERED AGENT TYPE Business Commercial Registered Agent NAME CORPORATION SERVICE COMPANY ADDRESS 135 North Pennsylvania Street,Suite 1610,Indianapolis,IN,46204,USA 4...balligiaiihdiudiik Aid %.? AAA J441444 rimd 1,1111fiti MA" '1' "4111 ,.111A)i raii,.4111,1, J1 14 kkallel , um hi d't Wil, 1142 WIM11117111111111111PRI,174,411,(71141! 1111/MITYPIPPINI1 TITLE Member NAME Jerome Shaw JR. ADDRESS 864 Hoff Road,0 Fallon,MO,63366,USA TITLE Member NAME Boyd Hirtz ADDRESS 864 Hoff Road,0 Fallon,MO,63366,USA -Page I of 2- EXHIBIT"B"-page 61 of 122 APPROVE!)AND FILED HOLLI SULLIVAN INDIANA SECRETARY OF STATE 06/07/2021 11:15 AM 111'111'1111101111111!INIONSIMMEINI10101101 PeemillilitallIllmannefleaanall floptimitilihmommophomolgiroop REE11111"--mtlimmumlommunor7011111,1,111111,111,111,111,111,111,111,10,1,,„1 ''khS.tdiihmiANWSiiiiiiffilhiasmsmmduimitMEUMIV II1111!!! 11110111111,„,,,1,00ffini Nano immodkno oug',..11,0111110.111 inal11111111111111111111111111111\1111,11,11,11,0111,11,11,11,11,11,11101,11,,,,I 1111111111111111 noutunium, IN WITNESS WHEREOF,THE"UNDERSIGNED HEREBY VERIFIES,SUBJECT TO THE PENALTIES OF PEIZJURY,THAT THE STATEMENTS CONTAINED HEREIN ARE TRUE,THIS DAY June 7,2021, SIGNATURE Boyd Ilirtz TITLE Member Business ID:2007081400195 Filing No.: 9042207 -Page 2 of 2- EXHIBIT"B"-page 62 of 122 SAK CIF0YRAL, REGION LETTEn OF' E) PER}ENCE 0K Construction, LLI (SAK) is o full-service general contractor, construction management firm and construction motcho|s producer. 5AK specializes in complex underground infrastructure projects including wostewm1er, stormwoterond combined sewer pipeline rchnhi|itotion, and new funnel construction oflarge diameter conveyance pipelines and storage funnels. Our approximately 115.000 square-foot headquarters,equipment fabrication,product manufacturing | and CIPP wet-out facility are located near St.Louis,Missouri,approximately 20 miles west on 1-70 from Lambert St.Louis Airport. The address and contact information is: 3AK Construction, LLC 884 Hoff Road (636)38S'18OUTelephone 0'Fa||nn'Missouri 033b6 (636)385'1100Fax ca;4KANdes' * [uved-in'p|oce pipe lining(grovitv)-6''1o08''diameter * [uned'in'p|ucc pipe lining(p/cssuo)-6^to48''diameter w Large Diameter Tunneling-Utilizing TBM up to 24-foot&Hand Mining up to 32-foot arch * Large Diameter S|ip|ining-3G''pipe and above * Large Diameter Geopo|yme, * 3PR Spiral Wound PVC 8LPE * 5hotcnete | | * Shaft Excavation * Sewer Bypass,Sewer Cleaning&CCTV Inspection,&Structure Rehabilitation w [vncd'|n'P|oce Pipe([|PP)Tube Manufacturing TpmmKaKiuhmmam-CoFotinderandCha|rman * Co-Founder and Chairman SAK Construction;2U06tnPresent * Board of Directors,|nsituform Technologies,Inc.(|TV from l8981o2O05. * President of United Pipeline Systems(|T|subsidiary)inl998. * Director of East Regions,|T|l9971ol998. Business unit annual revenues exceeding$|5Umm. * General Manager Southeast Region|T|from l996tu|997. m Operations Manager Southeast Region |T|from l9S4to|A96. • Operations Management|nsi1uform Mid America from l99l1o}995 * MBA Northwestern University;Evanston,|L * B.S.in Economics,Wharton School ot the University ofPennsylvania. Jerry Shaw-Cq Founder and President w Co-Founder and President SAK Construction;2O06toPresent w Over 41 years'experience in the tunnel and pipeline rehabilitation industry, w Vice President of/#f holder,Inc.(|T|funneling subsidiary)for|8 years from 1y871o2005.responsible for the overall operations of the company,which included estimating,field operations,equipment acquisitions and cost projects. w Day to day management of$25mm tunneling business which grewto$120mm annually. w Project manager of various funnel projects l98Siol987. * B.S.in Business Administration,Southwest Missouri State University(now Missouri St.Univ.). � sxH|0T^Br page oaof1ou � SAK CENTRAL REG|C)II4LETTER0FEXPERIENCE Robert Afffixdder—ViceCha|rmnon w Board of Directors and Executive Vice President,Insituform Technologies, Inc.)995 to 2005. * Board of Directors and President,Insituform Mid-America from 1986 to 1995. * Formed Affholder,Inc,in 1968 to compete in the funneling industry. Purchased first Insituform franchise in 1982,and took the company public as Insituform Mid-America,with Aff holder,Inc. and six (@ |nsi1uform franchise territories becoming wholly owned subsidiaries. Company revenues exceeded$125million. w l99OT/ench|ess Technology Person'of-thc'Ycur. w 1995 key facilitator of merge/ between |nsituform Mid-America and |nsituform Technologies, Inc., resulting in his being put in charge of all North American contracting for the corporation. w President ofAM holder,Inc.from|968toZO02, Harry Miller—Safety Director • Over 19 years'experience working as a safety consultant and safety manager for firrris such as Black Veatch and The Carpenters District Council of Greater St.Louis&Vicinity,joined SAK as Safety Director in January Z0l5. w Division Safety Manager,Black&,Veatch Construction Inc.Responsibilities include supervision of safety professionals un projects within the continental US and Alaska. m Is a Certif ied Safety Professional(CSP)and Construction Health and Safety Technician(CHST)through the Board uf Certified Safety Professionals(U[SP). * Extensive knowledge of OSHA guidelines has Confined Space Training and Hoz-Woper Certification. w Occupational Safety and Health Administration 500&50l1roine/. • Professional Member American Society cf Safety Engineers. * 8.A.in Human Resources,LindcnwoodUniversity m K4SAin Business, LindenwmodUniversity Joe Feoerborn-Vice President and General Manager,C|PPDivision • Over 24 years'experience in the[|PPindustry. p In 2020,promoted to VP,GM CIPP Division,involved in the overall operations and management of the company's pipeline rehabilitation division nationwide, * Pacific Region General Manager of SAK from 2011 to 2020,responsible for the management of business development,project management,engineering and operations teams. w Responsible for all project acquisition and execution for SAK in the Pacific Region, * Vice President/General Manager ofP|PEno|ogy Inc.from 2O08to20l * District Manager of Pacific Region ot|nsitufo/nn Technologies from 2O041o2006, m Project Executive for|nsi/uform Technologies,Inc.from 2OOlto2004� m Lead Project Manager for|nsituform Technologies,Inc.from|y8y1u2O0|. w Estimator/Project Monogcrfor|nsituform Technologies,Inc.from 19961oB99. w B.S.in Civil Engineering,University ofMissouri, Steve H/rtz—Vice President Rehab Operations ° Over 30 years'experience in the tunneling and pipeline rehabilitation industry w Vice President of Rehab Operations for 5AKfnzm May 2OO9topresent. * General Managerfor Mid America Pipe Services from November 2007 to May 2009.Responsible for the day to day operations of the pipeline cleaning,CCTV Inspection and Assessment work done by the Company's crews. w Director of Field Operations for Insituform Technologies,Inc.from June 2004 to November 2007. Responsible for North American Field Operations of 65 crews producing$300 million in revenue annually. sxm0T^B^ page o4of1ou SAK CENTRAI. NEG|()NLGTTEb0FF)(F1 E R| gC£ w Senior Operations Manager for|nsituhonn Technologies West Coast Operations from March 20O0nn June Z804 Responsible for day 10 day field operations for the West Coast based|n Benicia CA. w Operations Manager for Insituform Technologies/Insituform Mid-America from March 1990 to March 2000.Responsible for the day to day f ield operations for the Midwest based in Chesterfield MO. w Superintendent for Insituform,Mid-America from 1985 to March 1990.Directly managed pipe rehabilitation crews in the Midwest. Tim 8ussen-8enenai Manager-Central Region * Over l9yen/s'cxpc/ience|n the tncnch|eso rehabilitation industry. • Central Region General Manager ofSAKf/om]onuory2017 to present,responsible for the management of business development,project management,engineering and operations teams. • Project Managerfor SAK frornJanuary 2009 tojanuary 2017,managed individual project size of in excess of$5 million and combined project size cf$20 million annually. * Project Engineerfor SAKfromJuly 2007 tojanuary 2009 where he took over as Project Manager w Aff holder,Inc.,worked in Estimating Department from June 2005 to September 2007,assisted in the bidding of sanitary and storm sewer projects;performed takeoffs;assisted the Project Managers and assisted in bid close outs. w |nsitufornn Technologies,|nc,Laborer from June 200)to September 20OI * B.S.in Construction Management from Missouri State University,Springfield,Missouri. Cary'Shaw-Business Development-Central Region * joined SAK in 2010,is responsible for Business Development in the Central Region and for SAK Spiral Wound Markets. * 16 years'experience in project management,business managemeni,business development and ownership serving os CEO and CFO ofo privately held General Contracting&Land Development Entity providing services to the heavy commercial,multi-family and residential markets. w 12 years with Cummins Engine Company serving in roles during tenure as Director of Operations, Director of Materials and Plant Controller. * 5 years in medical products industry serving in roles and performing responsibilities in Cost Accounting,Cost Analysis and oso Business Unit Controller. * Member of Missouri Water Environment Association(MWEA),Kansas Water Environment Association (KVVEA)'Engineer's Club of Kansas City and Kansas City Chapter of National Underground Contractors Association(NU[A). * B.A.in Business Administration,Benedictine College-Atchison, Kanos. Brent Adams-Project Manager-Central Region ! � * Over 9ycocs'expc/iencein the nench|css rehabilitation industry. ' * Project Managerfor SAKfrom 2018 to present,responsible for managing multiple CIPP projects and maintaining open communication with the clients,inspectors,subcontractors,and residents ' throughout the life of the project. w Business Development Manager for Thompson Pipe Group from 207toZQl8. * Various positions for Sekisui SPR Americas from 2011 to 2017. Positions include:SPRTMDivision Manager,SPR Western Sales Manager,and 3PRMidwest Sales Manager. * Manager-Sales Representative for McIntire Management Group from 2006 to 2011. * Tech Support/Cugomer Service for Raven Lining Systems from 20O4toZ0O6. w 8.A.in Business Administration,University of Oklahoma-Norman,OK. sxH|0T^B^ page onof1ou S4& CEICR4LREoAWNkETTFJZ0rE)CpER|ENCE Travis]erre|u—Project Manager—Central Region w Over 8 years'experience in the construction industry,over 5 years'experience in the frcnch|ess pipeline rehabilitation industry. m Project Manager for 3AK from February 208to present,ospunsible for managing multiple[|PP projects and maintaining open communication with the clients,inspectors,subcontractors and residents throughout the life nf the project. w Assistant Project Manager for 5AK from July 2Ol70a February 20l8. * Field Engineer for SAKfronn October ZOl5to]u|y2Ol7. w Project Engineer for Farnsworth Group.Inc.from 2012 to 2015. w Foreman for Mike Dover Corporation from 20l2-20l2� * Laborer for Mike Dover Corporation from 20O61o2O09 and in2O|l. m B.S.in Civil Engineering with o Mathematical Minor,Southern Illinois University Edwardsville. Nick Pryor—Project Manager—Central Region w Over 9 years'experience in the trenchless pipeline rehabilitation industry. w Project Manager for SAK from February 2018 to present,responsible for managing multiple CIPP projects and maintaining open communication with the clients,inspectors,subcontractors and residents throughout the life of the project. m Assistant Project Manager for SAKfrom]u|yZOl7to February 2Ol8. • Field EnginecrforSAK from June 2Ul2to]u|y20}7. * Field Engineer for Mid America Pipe Services,LLC from]Ul|1o2O|2. • B.S.in Construction Management,Missouri State University,Springfield,Missouri. w Associates of Arts Degree,Lewis and Clark Community College,Godfrey,IL. Chris Vogt—Project Manager—Central Region • Over 9 years'experience inthe construction industry,over 5ycors'cxpericmcoim the krocMcss pipeline rehabilitation industry. m Project Managerfor SAKfrom February 2018 to present,responsible for managing multiple CIPP projects and maintaining open communication with the clients,inspectors,subcontractors and residents throughout the life of the project. w Assistant Project Manager for 3AKfrorn]u|y2U>7to February Z0|8. • Estimator for SAK from October 2Ol4ToJu|y20|7. • Construction Manager for]oken1 Paving&Contracting frum]u|y200910 October 20|4, w Project Management Intern for Goodwin Brothers Construction from June 2008 to August 2008. • Shop Laborer for Goodwin Brothers Construction from June 2007 to August 2007. w B.5.inConstruction Management,Missouri State University,Springfield,Missouri. w Associates Degree in Business Administration,Meramec Community College,St,Louis,Missouri. ]amonLammy—Qeneral Supeh rite mdemt—Central Region m Over 24yzors'expericnceinthe pipeline rehabilitation industry with C|PP. * General Superintendent for SAK from November 2007 to present,responsible for all phases of CIPP installation projects,crew management,coordination with subcontractors and General Contractors. * Superintendent/Installer for Insituform Technologies, Inc.from 2001 to 2007,responsible for crew's daily operations on projects throughout the Midwest and West Coast. m Foreman hor|nsi|u[orm Technologies,Inc,from 1999 toZOOl. m Crew member for Insituform Technologies, Inc.from 1996 to 1999,duties included TV Technician and Lateral Lining Foreman. w Supervisor experience installing 6'|o7Zinch diameter[|PP, * Foreman/Crew Member on the 2002 Trenchless Technology Project of the Year-Phoenix Salt River DudoU[|PP, SAW C E"NTR A 1,FZ E 0o011LET7ER0pEXPE0oE1\1("E JeffHirtz-Goner |Supehntendent-Cmntra| Reeon * Over 24 years'experience in the pipeline rehabilitation industry with CIPP. w General Superintendent for SAK from November 2OO7io present,responsible for all phases of[|PP installation projects,crew management,coordination with subcontractors and General Contractors. * Superintendent/Installer for Insiluform Technologies,Inc.from 2004 to 2007,responsible for the management of crews on the installation of 6-to 84-inch diameter CIPP projects throughout the Midwest and East Coost. m Shop/Wet-Out Foreman for Insituform Technologies,Inc.from 1996 to 2004. �reii"ic-�,8ess Expeirieir�ce SAK Key Personnel have installed millions of linear feet of cured-in-place pipe and managed the installation of tens of millions of linearfeet of cured-in-place pipe. SAK's personnel are among the most experienced and well- known in the industry. SAK as a Company has installed over 14 million feet of CIPP liner since being formed in 2006. �kP P L iner 110aterials SAK provides u[|PPproduct that is a proven technology. SAK utilizes several proven CIPP materials including Pipcno|ugyOPP Liner,and Applied Felts'Aquo[urcrw. Pipcno|ogyis o registered |3OyO0l:2000 company which has produced over 8 million feet ofSAK's ioo|a||cd [|PP. Pipeno|mgy uses several stringent Quality Control measures to ensure on excellent final product. AquaCurCT11- Coated Felt Inversion Liner manufactured by Applied Felts, Inc., who, with its parent company, Rawson Textiles,has provided polymer coated felt tubes for use in the[|PP lining industry for more than twenty (20) ycors. Applied Felts is a registered ISO 9001:2000 company which has produced CIPP tube installed by more than 3O8 contractors operating in more than 30countries. More than 6V million linear feet ofApplied Felts product has been installed worldwide,of which 35 million linear feet has been successfully installed in the United States. Applied Felts was the sole supplier of coated felt materials worldwide until the |otel980s, when Insituform Technologies, Inc. began manufacturing their own coated felt CIPIP tubes. SAK[onst/uction. LL[ is certified by Pipcn*|ogyond Applied Felts to install their lining materials,follows their recommended installation procedunes, and provides engineering support and technical assistance. Accompanying this document is a Qualification&Process License Certification for SAK Construction,LLC,along with literature on these proven liner materials,and a copy of the ISO 9001:2000 Certificates of Registration. SAKvti|izcscurcd'in'p|ocepiperes|nsmanufucturcdhyAOCond|nferpJostics.|codoointhrOPPresinindustry, and registered ISO 9001:2000 companies. The third-party test results supporting the short-term and long-term performance of the resin products*e install are available upon request. SAK has two permanent wet-out facilities where all of the CIPP liners are wet-out for the United States: * Headquarters Building-0'Fo||on'iWO ° West Regional Office-RocNin.CA SAK installs cured-in-place pipe in accordance with ASTM F1216 for inversion and curing. EXHIBIT^B" page 67 of1ou � s4x �h,Km/VonoppcQUIPfA�'MT PAAMIM' CUREL,,-IN~P0ACE EQ1,,,APMEN '(- 8oi|�rSystern Water Boiler Steam Boiler |nvera|on3ystem Shooter Air Compressor ArFronne(Water Inversion) ]etter Unit ]eUerTruck/Troi|er Voctor Truck TV |nspeztionUn|t CCTV Truck w/Robotic Video Camera and Cutter System SupportTruchm J/4 Ton Pickup l|/J Ton Pickup | � VVet-OutTubeTransport � � Road Trucker Refrigerated Trailers 8y Pass Punnps and P|pin ,, 2''-4" for Sma|| Diameter C|PP | Large Bypass Equipment up to 12" Pumps/HDPE discharge(only when necessary) Traffic Con1rm| Wones' 8arrioodes, F|exib|e Drums. !)igns @ Chan8eab|e K4esaa�e Signs) C�onfined Space, Entry Equipment sxm0T^B^ page 000f1ou 14 rg 4 I 1 /01, gf.. ig N CD gi! * * .gg * “ '* 1* * * 4 VI .,'•" 0 )- Jul 6._. S', '16_,. IN: '8 8 ,Q. 166. I'.s. •a3 4 0 ri 8 It, A 8 ;8 8 'WOOD) . 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U. a.6 8 a -3 4 .0 8 a g -8 11., .5 — 6 113. .41 E 2 a C)CY -6 E F4 0,, -- I c 2 2 8 .› EXHIBIT"B' -page 118 of 122 ' 1 U �� Quality&/ecmnwu frmn the Inside mu �U� U�������U���� � ������ CURE INSTALLATION ����~���UU��� �°"x" nom � o~u��o��"� � ~° " "~��°~. ~°��"=°~ "��~°^^ .�~~ ~~ ^~~^~ PROCEDURES 1 Invert the resin-!mpregnated tube into the pipeline using air pressure(or a column of water)at a sufficient head to fully install the tube into position(i.e.,depending on the length of the inversion a 8inch diameter liner by 6mm in thickness is typically 10psi to 20psi) On longer Installation lengths it might be necessary to add a small amount of water to facilitate the inversion process. Thermocouples should he installed during the inversion process at the host pipe-liner pipe interfac (tnpondhounm)'oaUacos,pdms. Let the liner invert freely(without a holdback rope)for the second half of the inversion and to deflate and exhaust the water,if used,in the ' inversion process once it reaches the downstream access point. Attach the inlet and outlet pressure fittings m the upstream and downstream ends of the tube;and connect these fittings tu the boiler truck and outlet control station,respectively. nc'inf|mpthe ! liner using pressurized airto the recommended minimum expansion/curing pressure given by tube manufacturer. � � 2 Once in place and properly inflated,continue discharging air at the downstream end while maintaining the recommended expansion � pressure(Installation note�If the pipeline is below the water table,1,5psi mush be added to the recommended expansion pressure for each s feet of external hydrostatic head on the host»ipe(measu,ed from the flow line vf the host pine)). Start the steam generator and when ready,begin to discharge steam until an air temperature of 190degF is obtained entering the line. Maintain this exmtbermis observed at the downstream end(or the liner is hardened at all observable points);typically this will be achieved inzO'45 minutes depending upon the diameter and length u[the reach. 3 While continuing to maintain the recommended expansion pressure,increase the flow of steam allowing the temperature*p rise toa maximum valve ofz8odeuF. This will typically necessitate the operator throttling back the air supply to achieve this maximum temperature. � This will begin the|ioe/,post-curing phase. observe the temperatures at the various interfaces and begin timing. � u PLEASE NOTE. THE COATING HAS A MAXIMUM TEMPERATURE CAPABILITY ops9ydeoF; DO NOT ALLOW STEAM rD REACH THIS TEMPERATURE 0n MELTING Op THE COATING CAN OCCUR. 5 Continue post-curing at the above conditions until the temperature measured at all points along the host pipe-liner interfaces have a reading ator above manufactures recommend temperature and duration 6 Once the post-curing portion of the process is complete,discontinue the addition of steam,continue maintaining the curing pressure and allow maximum ventilation to occur using air flow only. Continue this cool down process until the temperature at the thermocouples placed in the intedfacc(s)report a value below zoodcoF. Water may he introduced into the liner during this process tp facilitate the cooling process. You may also deploy a chiller on the air. m any event,the cool down rate of the liner(NOT THE AIR) should be no greater than that specified by the resin manufacturer for the thickness being processed. Typical cooling rate are given below: 4.5'10.5mm — 45deup/10minm=s 10.5'18mm — ssdeuF/15minutes 18-22.5mm — 25deKp/15minutes 7 Once cool down ixcomplete,the ends of the liner can beopened. Inspect finished line and reinstate the laterals. Air Inversion Unit^Shooter" go 0 mman *�__ cm°"*re"m Manhole CIPP LINER w°"h"/e ' k �� � �~����/ ~ N�� ��� � � B�_� � ��&��Tcch*o�gyhnmmek��*Ou ��U ���� U �U� �������U���U ���U���� K��� ��UK— K— UU`� �� ������U��U`W ��q� UU �U ������ U �_�� 36 inch thru 72 inch Diameters SAFETY CONCERNS 1.This procedure involves using a water column or head pressure to complete the inversion process. The column will use steel scaffolding built to the required height to meet the calculated head needed. The calculated head column will be given to the inspector to ensure correct procedures are followed, an example |oattached. 2.This procedure involves using water to install and heating to temperatures of up to 205 degrees Fahrenheit. Proper safety precautions will be adopted and practiced by the installation personnel to avoid burn injuries. THEPROCEDURE | | | 1. Invert the res|nimp,egnatedtube into the pipeline using a column of water ata sufficient head to ! fully install the tube into position attached isao example of the calculations.The specific installs when i identified will be calculated and a copy will be given to the inspector.Thermocouples should be installed during the inversion process at the host pipe-liner pipe interface /bottom\ataUaocesmpuints. |nve� � (bottom) � while controlling the head pressure not to exceed the maximum calculated pressures.Attach the inlet and outlet water circulation fittings to the upstream enWofthetube;amdnonnectthese0tdn8stothe heater truck. 2.Once in place and the installer will cut Y2° holes in the downstream end to help with circulation or carrying the hot water tn the end. Start the boiler and pump and begin circulating the water until a water temperature of 170 degrees Fahrenheit is obtained entering the liner. Maintain this temperature until an exothermic reaction is observed at the downstream end (or the liner is hardened at all observable points);typically this will be achieved in 60-120 minutes depending upon the diameter and � |on0¢h of reach being renewed as well as the size and efficiency of boiler used. 3. Continue post-curing at the above conditions until the temperatures measured at all points along the host pipe-liner interface have read at or above 110 degrees Fahrenheit for at least 180 minutes (for � liners 18 inches in diameter and larger, use 110 degrees Fahrenheit for at least 90 minutes. 4. Once the post-curing portion of the process is complete,discontinue heating the water being circulated hyturning off the boiler heater,continue to maintain the curing pressure,and allow maximum ventilation at tail by inserting more holes to help drain hot water and introduce cool water at inversion. Continue this cool down process until the temperature at the thermocouples placed in the interface(s) report value below 100degvees Fahrenheit 5. Once oum| down is complete,the ends of liner can be opened. Inspect finished line for defects; correct any identified deficiencies. Re-instate the laterals. 1449 Hoff Industrial Drive 0 O'FaUon, Mo633D6 0 (636) 542-0710 tel 0 0630 542'6711 fax ° ' 636385,1000tel 636,38S.1|00mm ~~�� � , aa**mrxoau n'Faoon,wo63zuo Pipeline/nhasMuc,urc.3u/me4~ w=w nak=wnzom | August 23, 2U21 To Whom |t May Concern: Joe Feuerborn,Vice President and General Manager ofour C|PP Division is hereby authorized to sign bids, extend offers, submit proposals and execute contracts on behalf ofS4KConstruction, LbC. Boyd HIrtz, President-Tunneling Division is hut eby audiorized to sign bids, extend offers, submit proposals and execute contracts on behalf ofS4K[onstruction, LLC. | !/ � el ]e .Shavv Jr. � President � 8\K{onstmction, U-C � State ofMissouh) / ' / County of St. Charles) On this 23rd day of August, in the year 2021, before me, Barbara Marler, a notary public, personally appeared,Jerome P. Shaw,Jr. proved on the basis Vfsatisfactory evidence to be the person whose name is subscribed to this instrument, and acknowledged he executed the same. Witness my hand and off ida| sea i ` NOTARY PUBLIC BAR8ARA MAKER —°" SEAL UNANIMOUS WRITTEN CONSENT OF THE SOLE MANAGER OF SAK CONSTRUCTION,LLC Pursuant to Section 5.3 of the Operating Agreement of SAK Construction, LLC, a Missouri limited liability company (the "Company"), the undersigned, being the sole manager of the Company, hereby adopts the following resolutions for the Company and consents to the taking of the actions therein described, such consent to have the same force and effect as a unanimous vote of the managers of the Company at a meeting duly held on the date hereof: . I RESOLVED, that the following individuals are hereby elected as officers of the Company, to hold the offices set forth opposite their respective names below for the ensuing year or until their successors are duly elected and shall have qualified, unless sooner removed by the Manager: I Thomas Kalishman Chairman and Chief Executive Officer Jerome P. Shaw, Jr. President Boyd Hirtz President-Tunneling Division Joe Feuerborn Vice President Roger Archibald Chief Financial Officer, Secretary and Treasurer 1 Steve Stulce Assistant Secretaiy and Assistant Treasurer RESOLVED FURTHER, that any and all action heretofore taken, and any and all things heretofore done, by any director of the Company in connection with, or with respect to, the matters referred to in the foregoing Resolutions be and hereby are confirmed as authorized and valid acts taken on behalf of the Company. RESOLVED FURTHER, that the foregoing resolutions shall replace and supersede any and all prior resolutions appointing officers of the Company. Dated as of July 1, 2020. C) ---- \-' ! I Come P. Shaw,Jr. BEING THE SOLE MANAGER OF THE COMPANY EXHIBIT"B"-page 122 of 122