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HomeMy Public PortalAbout162-2018 - Pro Lawn Care - manhole lawn repairAGREEMENT THIS AGREEMENT made and entered into this — day of Aq-tmg 1& L , 2018, by and between the City of Richmond, Indiana, a municipal corporation acting by and through its Storm Water Management Board, with its office at 50 North 51h Street, Richmond, Indiana, .47374 (hereinafter referred to as the "City") and Pro Lawn Care, 1238 E. Main Street, Richmond, Indiana 4374 (hereinafter referred to as the "Contractor"). SECTION I. STATEMENT AND SUBJECT OF WORK City hereby retains Contractor for services related to the College Avenue Storm Sewer Improvements Project, including, but not limited to, the installation of approximately 680 feet of storm sewer, inlets, manholes and associated street, driveway, curb and lawn restoration. City placed a bid notice in the newspaper and said notice to bidders and the specification on file for the College Avenue Storm Sewer Improvements Project are attached hereto and incorporated herein as Exhibit "A". The College Avenue Storm Sewer Improvements Project drawings are hereby incorporated by reference. The bid response of Contractor is contained in Exhibit `B", is dated September 20, 2018, is eight (8) pages in length, and it is hereby incorporated by reference and made a part of this Agreement. Contractor shall provide all services described in Exhibit "A" and at the rates set forth in Exhibit "B» Should any provisions, terms, or conditions contained in any of the documents attached hereto as Exhibits, or in any of the documents incorporated by reference herein, 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 necessary for the proper completion of all work specified. 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 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. 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 a sum not to exceed One Hundred Thousand Nine Hundred Eleven Dollars and Fifty Cents ($100,911.50) for complete and satisfactory performance of the work required hereunder. The monies to be paid to Contractor are based upon the bid sheet submitted by Contractor, which is set forth in Exhibit `B", and attached with this Agreement and made a part hereof. Contract No. 162-2018 Page 1 of 6 The time for the substantial completion of the project described in Exhibits "A" and `B" is One Hundred Eighty (180) days after the execution of this Agreement, plus Thirty (30) additional days to final completion. SECTION IV. TERM OF AGREEMENT This Agreement shall become effective when signed by all parties and shall continue in effect until final completion of all work. 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 five (5) working days written notice specifying the effective date and the reasons for termination which shall include but 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. In the event of such termination, 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. This Agreement may also be terminated, in whole or in part, by mutual Agreement of the parties by setting forth the reasons for such termination, the effective date, and in the case of partial termination, the portion to be terminated. SECTION V. INDEMNIFICATION AND INSURANCE Contractor agrees to obtain insurance and to indemnify the City for damage or injury to person or property or other claims which may arise from the Contractor's conduct or performance of this Agreement; 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 A. Worker's Compensation & Page 2 of 6 Limits 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 Section 2. Property Damage $1,000,000 each occurrence D. Comprehensive Auto Liability (if applicable) 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 $2,000,000 each aggregate F. 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 Page 3 of 6 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 City determines during the course of this Agreement that this certification is no longer valid, City 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 City that the Contractor has ceased investment activities in Iran within ninety (90) days after the written notice is given to the Contractor, the City may proceed with any remedies it may have pursuant to IC 5-22- 16.5. In the event the City 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 City 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. PROHIBITION 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: 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; 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. Page 4 of 6 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. The City hereby agrees to release and hold harmless the Contractor and all officers, employees or agents of the same from all liability which may arise in the course of City's performance of its obligations pursuant to this Agreement. SECTION XI. MISCELLANEOUS 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. 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 against Contractor, 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. Any person executing this Contract in a representative capacity hereby warrants that he or she has authorization, in writing, by his or her principal to execute this Contract on behalf of the Contractor and that such authorization has not been revoked or rescinded. Page 5of6 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. "CITY" THE CITY OF RICHMOND, INDIANA by and through its Storm Water Management Board Dated: President Am Ba shi, Vice President Sue Miller, Member I I &fre APPROVED: Davi M. Sno or Dated: Page 6 of 6 "CONTRACTOR" PRO LAWN CARE __ (Printed): Title:/ ", S Dated: J( ! CITY OF RICHMOND INDIANA ' INVITATION TO BID College Avenue Storm Sewer Improvement Project FOR RICHMOND SANITARY DISTRICT 1 EXHIBIT'A' - Page 1 of'114 INDEX INVITATION TO BID Form 96 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 BA Bidding Procedures C.1 Bid Security C•2 Submission of Bids C.3 Bidder's Representation CA 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 DA Contract Documents E.I Indemnification F.l Workers Compensation Insurance F.2 Payments G• 1 Method of Invoicing G.2 Damages for Delays G.3 Proposal Sheets Enclosed Specifications & Maps Enclosed EXHIBIT'A' - Page 2 of 114 ' - d`4H6 cT4TE CONTRACTORuS BID FOR PUBLIC WORK FORM 96 �> State Form 52414 (R2 / 2-1.3) / Form 96 (Revised 2013) E Prescribed by State Board of Accounts PART (To be completed for all bids. Please type or print) Date (month, day, year): 1. Governmental Unit (Own 2. County:. 3. Bidder Address: City/State/ZI Pcode: 4. Telephone Number: 5. Agent of Bidder (if applicable): Pursuant to notices given, the undersigned offers to furnish 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 to furnish 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 addendums attached will be specifically referenced at the applicable page. If additional units of material included in the contract are needed, the cost 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 a unit basis, the itemization of the units shall be shown on a separate attachment. The contractor and his subcontractors, if any, shall not discriminate against or intimidate any employee, or applicant for employment, to be employed in the performance of this contract, with respect to any matter directly or indirectly related to employment because of race, religion, color, sex, national origin or ancestry, Breach of this covenant may be regarded as a material breach of the contract. CERTIFICATION OF USE OF UNITED STATES STEEL PRODUCTS (If applicable) _ e 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 by me 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. EXHIBIT'A' - Page 3 of 114 The above bid is accepted this following conditions: Contracting Authority Members: ACCEPTANCE day of PART 11 (For projects of $150,000 or more — IC 36-1-12-4) , subject to the Governmental Unit: Bidder (Firm) Date (month, day, year): 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 I 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? 2. Contract Amount I Class of Work I Date I Name and Address of Owner What public works projects are now in process of construction by your organization? Contract Amount Class of Work Expected Completion Date Name and Address of Owner EXHIBIT'A' - Page 4 of 114 3. Have you ever failed to complete any work awarded to you? If so, where and why? 4. List references from private firms for which you have performed work. SECTION I[. PLAN AND EQUIPMENT QUESTIONNAIRE 1. Explain your plan or layout for performing proposed work. - (Examples could include a narrative of when you could begin work, complete the project, number of workers; etc. and any other information which you believe would enable the governmental unit to consider your bid.) 2. Please list the names and addresses of all subcontractors (i.e. persons or firms outside your own firm who have performed part of the work) that you have used on public works projects during the past five (5) years along with a brief description of the work done by each subcontractor. EXHIBIT'A' - Page 5 of 114 3. If you intend to sublet any portion of the work, state the name and address of each subcontractor, equipment to be used by the subcontractor, and whether you will require a bond. However, if you are unable to currently provide a listing, please understand a listing must be provided prior to contract approval. Until the completion of the proposed project, you are under a continuing obligation to immediately notify the governmental unit in the event that you subsequently determine that you will use a subcontractor on the proposed project. 4. 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. 5. Have you entered into contracts or received offers for all materials which substantiate the prices used in preparing your proposal? If not, please explain the rationale used which would corroborate the prices . listed. 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 provided hereunder to the governing body awarding the contract must be specific enough in detail so that said governing body can make a proper determination of the bidder's capability for completing the project if awarded. EXHIBIT'A' - Page 6 of 114 P SECTION .IV CONTRACTOR'S NON — COLLUSION AFFIDAVIT The undersigned bidder or agent, being -duty sworn on Path, says that he has.not; nor has any other member, representative, or agent of the firm, company, corporation or partnership represented by him, entered into any combination, collusion or agreement with any person relative to the price to be bid by anyone atsuch letting nor to prevent any person from bidding nor to include 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 indirectly, any rebate, fee, gift; commission or thing of value on account of such sale. SECTION V OATH AND AFFIRMATION HEREBY AFFIRM UNDER THE PENALTIES FOR PERJURY THAT THE FACTS AND INFORMATION CONTAINED IN THE FOREGOING BID FOR PUBLIC WORKS ARE TRUE AND CORRECT. Dated at this day of (Name of Organization) By (Ttle of Person Signing) ACKNOWLEDGEMENT STATE OF ) ) ss COUNTY OF ) Before me, a Notary Public, personally appeared the above -named and swore that the statements contained in the foregoing document are true and correct. Subscribed and sworn to before me. this day of My Commission Expires: County of Residence: Notary Public EXHIBIT'A' - Page 7 of 114 Q 41 -Part -of State Form 52414 (R2 / 2-13) / Form 96 (Revised 2013) (contractor) (Address) FOR PUBLIC WORKS PROJECTS OF Filed Action taken NOTICE TO BIDDERS BOARD OF SANITARY COMMISSIONERS RICiIMOND, INDIANA Notice is hereby given that sealed proposals will be received by the 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, &ptember.25, 2018, at 10:00 A.M. for fiutdPhing 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. College Avenue Storm Sewer improvements 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% o 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 or from the Purchasing Office, 50 North 5th St., Richmond, Indiana 47374. All proposals should be placed in a sealed envelope marked "Confidential -Bid Proposal" on outside of envelope. A pre -bid conference will be held September 6, 2018 at 10:00 A.M. at Richmond Sanitary District; Administration Building, 2380 Liberty Avenue, Richmond, Indiana. You are strongly encouraged. to attend this conference (meeting) as this will be the only one conducted. 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 Greg Stiens Publish Dates: August 21St & 28th, 2018 EXHIBIT'A' - Page 9 of'114 INVITATION FOR BID This invitation is issued to establish a contract to supply the City of Richmond with a commodity or service iri accordance with accompanying specifications. Specification For: College Avenue Storm Sewer Improvements Project Submit Bids Before 10:00 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: September 25, 2018 Location of Bid Opening: Richmond Sanitary District Administration Building 2380 Liberty Avenue 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 10 of 114 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 departments 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'N - Page 11 of 114 ARTICLE B INSTRUCTIONS TO BIDDERS B.1 BIDDING DOCUMENTS B. 1.1 Bidders shall promptly notify the Purchasing Director of any ambiguity, inconsistency or error which they may discover upon examination of the bidding documents. B. 1.2 Bidders desiring clarification or interpretation of the bidding documents shall make a written request which shall reach the Purchasing Director at least seven (7) days prior to the date and time for receipt of bids. B. 1.3 Interpretations, corrections, and changes to the bidding documents will be made by addendum. Interpretations, and changes made in any other manner will not be binding and bidders shall not rely upon such interpretations, corrections and changes. B. 1.4 Insofar as Worker's Compensation is concerned, the bidder or contractor agrees to furnish an official certificate or receipt of the Industrial Commission of Indiana, showing that he has paid into the State Insurance Fund the necessary premiums, whenever such certificates are required in the Invitation for Bid. (Section IC 22-3-2-14 will apply). B. 1.5 All common construction wage requirements (IC 5-16-7-1) will apply when applicable in the bid. Should common construction wage be required, the City will attach that schedule to the bid package. B.2 SUBSTITUTIONS B. 2.1 The materials, products and equipment described in the bidding documents establish a standard of type, function, and quality to be met by any proposal substitution. B. 2.2 Unless the particular specification prohibits substitutions, bidders are encouraged to propose materials, products or equipment of comparable type, function and quality. B. 2.3 Bids for substitute items shall be stated in the appropriate blank or ifthe bid form does not contain blanks for substitutions, bidders shall attach to the bid on company letterhead.a statement of the manufacturer and brand name of each proposed substitution plus a complete description of the item including descriptive literature, illustrations, performance and test data and any information necessary for an evaluation. The burden of proof of the merit of the proposed substitution is upon the bidder. Failure to comply could be grounds for rejection. B.3 DEMONSTRATION/SAMPLES B. 3.1 Ifrequired by the City, the bidders shall demonstrate the exact model(s) proposed within seven (7) calendar days from receipt of request from the City. B. 3.2 Demonstration should be in the City designated by Purchasing Director. B. 3.3 If bidder does not have a model in the Richmond area, it will be at the bidder's cost to send appropriate City personnel to the nearest location to view proposed item(s). B. 3.4 If items being bid are small and mailable and bidder is bidding other than specified, the bidder must supply a sample of the item proposed. B. 3.5 Sample must be supplied on or before the bid opening date. B. 3.6 Samples supplied Eitdtpil fMd M4MMA10Aed at bidder's expense after receipt of goods. 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 i EXHIBIT'A' - Page 13 of 114 ARTICLE C INSTRUCTIONS TO BIDDERS C.1 BIDDING PROCEDURE C. 1.1 Bids shall be submitted on forms and proposal sheets included with the bidding documents. C. 1.2 Appropriate blanks on the form shall be filled in by manually printing in ink or by typing the requested information. C. 1.3 Any inteilineation, alteration or erasure shall be initialed by the signer of the bid. C. 1.4 Bidders shalt not change the bid form nor make additional stipulations on the bid form. If a bidder wishes to amplify or qualify his bid, a statement that additional information is attached shall be made at the appropriate place on the bid form and the amplifying or qualifying information on the bidder's letterhead shall be attached to the bid form. The City of Richmond may accept or reject amplified or qualified bids. C. 1.5 In case of discrepancy between the unit prices and the extended figures, the unit price shall govern unless otherwise provided elsewhere in the specifications; the prices of the bidder shall remain firm throughout the contract period and in any contract extension period. C. 1.6 Each copy of the bid shall be signed by the person or persons legally authorized to bind the bidder to a contract. A bid submitted by an agent should have a current power of attorney attached certifying the agent's authority to bind the bidder. C. 1.7 Bidder to submit bid in triplicate. C.2 BID SECURITY C.2.1 If so stipulated in the invitation for bids, each bid shall be accompanied by a certified check, cashier's check or bid bond executed by a surety authorized to do business in State of Indiana in the amount specified and made payable to the City of Richmond pledging that the bidder will enter into a contract with the city on.terms stated in his bid and will, if required, furnish bonds as described in the invitation to bid governing the faithful performance of the contract and the payment of all obligations arising. Should the bidder refuse to enter into such a contract or fail to furnish such bonds if required, the amount of the bid security shall be forfeited to the City of Richmond as liquidated damages, not as a penalty. C. 2.2 The City of Richmond shall have the right to retain the bid security of bidders to whom an award is being considered until either (a) the contract has been executed and bonds, if required, have been furnished, or (b) the specified time has elapsed so that the bids may be withdrawn, or (c) all bids have been rejected. C.3 SUBMISSION OF BIDS C. 3.1 The bidder shall assume full responsibility for timely delivery at the location designated for receipt of bids. Late bids will not be considered. C. 3.2 Oral, telephone or telegraphic bids are invalid and will not receive consideration. EXHIBIT'A' - Page 14 of 114 CA 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, sax 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 andthe proceeds used to cover all related expense incurred by the City. C.6.4 In some cases, at the discretion ofthe City, inspection ofthe commodities , 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 be made to contractor. EXHIBIT'A' - Page 15 of 114 ARTICLE D INSTRUCTIONS TO BIDDERS D.1 CONSIDERATION OF BIDS D 1.1 The properly identified bids which have been received on time will be opened publicly and will be read aloud. The bids are available for inspection after all bids have been read aloud. D.2 REJECTION/ACCEPTANCE OF BIDS D. 2.1 The City of Richmond shall have the right to accept or reject any and all bids. The City of Richmond shall reject any bid not accompanied by the required bid security, and shall reject bids that are incomplete or unsigned. D. 2.2 The City of Richmond shall reject all bids from bidders where there has been collusion between the bidders. D.3 BID AWARD D. 3.1 It is the intent of the City of Richmond to award a contract to the lowest responsible and responsive bidder meeting specifications provided the bid has been submitted in accordance with the requirements of the bidding documents. The City shall have the right to waive any informality or irregularity in any bid(s) received; to accept or reject the bid(s) which in its judgment is in its own best interest; and to solicit new bids privately and to award to the best bid so received. D. 3.2 Award will be based on the following (where applicable): 1. Adherence to all conditions and requirements of the bid specifications. 2. Total bid price (including any discounts), unit bid price or extended price. 3. General reputation and experience of bidders. 4. Hourly rates for specified personnel. 5. Evaluation ofthe bidder's ability to service the City. 6. Financial responsibility of the bidder. 7. Prior knowledge of an experience with the bidder in terms of past performance. 8. Needs and requirements of the City. 9. Experience with the products involved. 10. Nature and extent of company data furnished upon request of the City. 11. Quantity of merchandise. 12. Product appearance, workmanship, finish, taste, feel and results of any product testing. 13. Overall completeness of product line offered. 14. Locality in relation to the City, where prompt service may be required. 15. Bidder's ability to meet delivery and stocking requirements. 16. Delivery date. 17. Maintenance cost and warranty provisions. 18. Repurchase, trade-in or residual value. EXHIBIT'A' - Page 16 of 114 J e 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. DA 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 whiting, 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 17 of 114 ARTICLE E INSTRUCTIONS TO BIDDERS GENERAL CONDITIONS OF THE CONTRACT E.1 CONTRACT DOCUMENTS E. 1.1 Nothing in the contract documents shall create any contractual relationship between the City and the contractor's employees, subcontractors and their agents and employees and any other parties furnishing goods and services to the contractor and their agents and employees. E. 1.2 The contract documents consist of the invitation for bids, instructions to bidders, contractor's bid form with attachments, if any, executed contract, conditions of the contract (general, supplementary and other conditions), the specifications, all addenda issued prior to receipt of the bids and all modifications issued after execution of the contract. A modification is (a) a written or supplement to the contract signed by both parties or (b) purchase release issued by the City or (c) change order. E. 1.3 The contract documents form the contract. This contract represents the entire and integrated agreement between parties hereto and supersedes all prior negotiations, representations or agreements, either written or oral. E. 1.4 The issue of a purchase order that is in accordance with the specifications represents a contract. Should vendor find purchase order to be incorrect, said vendor must notify Purchasing Director within twenty four (24) hours of purchase order date. EXHIBIT'A' - Page 18 of 114 ARTICLE F INSTRUCTIONS TO BIDDERS INDEMNIFICATION, INSURANCE, AND PROTECTION OF LIVES AND PROPERTY F.1 INDEMNIFICATION F. 1.1 Tlie 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 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 19 of 114 F3.1 (con't) 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 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 Section2, Property Damage $1,000,000 each occurrence E. Comprehensive Umbrella Liability $1,000,000 each occurrence $2,000,000 each aggregate F. Malpractice/Errors & Omissions $1,000,000 per claim Insurance $2,000,000 each aggregate EXHIBIT'A' - Page 20 of 114 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 ADO /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 114 College Avenue Storm Sewer Improvement Project Bid Sheet 7/24/2018 Item No. Description Qty Units Unit Price 1 Mobilization/Demobilization 1 LS $ $ 2 Traffic Control 1 LS $ $ 3 60" Diameter Storm Doghouse Manhole I EA $ $ 4 12" HDPE Storm Sewer w/ Granular Backfill 82 LF $ $ 5 15" HDPE Storm Sewer w/ Granular Backfill 115 LF $ $ 6 18" HDPE Storm Sewer w/ Granular Backfill 170 LF $ $ 7 24" HDPE Storm Sewer w/ Granular Backfill 314 LF $ $ 8 Inlet Structure w/ Neenah R-3287-15 Casting 9 EA $ $ 9 Pipe Plug 2 EA $ $ 10 Concrete Curb & Gutter 570 LF $ $ 11 6 inch Driveway Repair 53 • SY $ $ 12 Lawn Restoration (Sod) 1 LS $ $ 13 Street Repair 479 SY $ $ 14 4 inch Concrete Sidewalk 6 SY $ $ 15 Gravel Driveway Repair 9 SY $ $ 16 Sanitary Lateral Relocation 6 EA $ $ (Fittings and upto 25' of 6" lateral each) (Undistributed) Total Price: $ I have received addendum number(s) Contractor Authorized Signature and the prices in this bid reflect these changes/clarifications. Date Qty Price EXHIBIT'A' - Page 22 of 114 SPECIFICATIONS AND SPECIAL PROVISIONS FOR College Avenue Storm Sewer Improvement Project July 24, 2018 ►iu . Prepared By: City of Richmond , y . Richmond Sanitary District ►►, ° (765) 983-7450 EXHIBIT'N - Page 23 of 114 This page intentionally left blank. EXHIBIT'A' - Page 24 of 114 11000 -- GENERAL REQUIREMENTS 11000.01 DEFINITIONS H000.02 INTERPRETATION OF DRAWINGS AND SPECIFICATIONS H000.03 LINES AND GRADES H000.04 OBLIGATIONS OF CONTRACTOR, IN GENERAL H000.06 PROTECTION OF EXISTING SEWERS, PIPES AND DRAINS, AND CONDUITS H000.07 PROTECTION OF EXISTING STRUCTURES H000.08 CONNECTIONS TO EXISTING STRUCTURES H000.09 PROTECTION AND STORAGE OF MATERIALS AND EQUIPMENT H000.10 SAFETY REQUIREMENTS H000.I I AID TO THE INJURED H000.12 SANITARY MEASURES H000.13 INTOXICATING LIQUORS H000.14 ACCESS TO WORK H000.15 CLEANING UP H000.16 QUALITY OF MATERIALS 11000.17 QUALITY OF WORKMANSHIP H000.18 DEFECTIVE MATERIALS OF WORK H000.19 UNEXPECTED SUBSURFACE CONDITIONS H000.20 CHANGES. IN THE PROJECT H000.21 CHANGE IN WORK H000.22 PARTIAL ESTIMATES H000.23 PRE -FINAL AND FINAL ESTIMATES AND PAYMENTS 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 INDOT VERSION) H000.29 ELECTRONIC DOCUMENTS 11100 -- SPECIAL REQUIREMENTS H100.01 DESCRIPTION OF WORK H100.02 SPECIAL CONTRACT CONDITIONS H100.03 EXISTING FACILITIES ACCESS H100.04 CONSTRUCTION WATER 11100.05 CONSTRUCTION POWER 1­1100.06 UTILITY NOTIFICATION 1­1100.07 CONSTRUCTION SEQUENCE HI00.08 PROJECT PROGRESS MEETING H100.09 OVERRUN OF CONTRACT QUANTITIES, 1­1100.10 SUBSIDIARY WORK EXHIBIT'N - Page 25 of 114 H100.11 PRE -BID CONFERENCE H100.12 CONSTRUCTION LAYOUT 1­1100.13 AS -BUILT DRAWINGS 1­1100.14 TIME OF COMPLETION AND LIQUIDATED DAMAGES H100.15 ITEMS TO BE SUBMITTED WITH BID 1­1100.16 PRE -CONSTRUCTION AUDIO -VIDEO SURVEY 11100.17 CONTROL OF GROUNDWATER AND SURFACE WATER H100.18 SANITARY SEWER BY-PASS PUMPING H100.19 SHOP DRAWING SUBMITTALS H100.20 MAINTENANCE OF TRAFFIC H2O0 — EXECUTION H2O0.01 PREPARATION H2O0.02 PROTECTION H2O0.03 CONSERVATION OF TOPSOIL H2O0.04 DISPOSAL H300 -- EARTHWORK AND BACKFILLING H300.01 DESCRIPTION OF WORK H300.02 WORK WITHIN RIGHT-OF-WAYS H300.03 WORK WITHIN EASEMENTS H300.04 SOIL BORINGS H300.05 BACKFILL H300.06 GENERAL EXCAVATION H300.07 EXCAVATION FOR SEWERS H300.08 COMPACTION H300.09 GRADING H300.10 MAINTENANCE H400 — SEWERS H400.01 SCOPE H400.02 DEFINITIONS H400.03 METHOD OF MEASUREMENT AND BASIS OF PAYMENT H400.04 MATERIALS H400.05 SEWER PIPE A. Polyvinyl Chloride Pipe (Sanitary and Storm Sewer) B. Reinforced Concrete Pipe (Sanitary Sewer) C. Reinforced Concrete Pipe (Storm Sewer) D. High Density Polyethylene Pipe (HDPE) (Storm Sewer Only) E. High Density Polyethylene Tubing (HDPE) (Storm Sewer Only) H400.06 SEWER STRUCTURES A. Sewer Pipe to Manhole Connections (Sanitary) B. Manholes (Sanitary) C. Manholes (Storm) D. Concrete Inlets (Storm) EXHIBIT'A' - Page 26 of 114 E. Sewer Pipe to Manhole/Inlet Connections (Storm) H400.07 PIPE INSTALLATION A. General B. Rigid Conduit Installation (Concrete Pipe) C. Flexible Conduit Installation H400.08 STRUCTURE INSTALLATION H400.09 TESTING H500 — LANDSCAPING H500.01 DESCRIPTION OF WORK H500.02 CONDITIONS H500.03 SEEDING H500.04 MAINTENANCE H600 -- CURB, SIDEWALK, DRIVEWAY AND STREET REPAIR H600.01 STREET REPAIR H600.02 CURB AND SIDEWALK REPAIR H600.03 DRIVEWAY REPAIR H700 -- ASPHALT PAVEMENT H700.01 RELATED WORK SPECIFICATIONS H700.02 HOT MIX ASPHALT (HMA) H1000 — CONCRETE H1000.01 CONCRETE H1000.02 FORM MATERIALS 1-11000.03 REINFORCING MATERIALS H1000.04 CONCRETE MATERIALS 1-11000.05 EXECUTION 1-11000.06 QUALITY CONTROL TESTING DURING CONSTRUCTION H1000.07 METHOD OF MEASUREMENT H1000.08 METHOD OF PAYMENT H1100 -- TESTS, GUARANTEES, ACCEPTANCE 111100.01 LOW PRESSURE AIR TESTING HI 100.02 VACUUM TESTING (SANITARY MANHOLES) H1100.03 DEFLECTION TESTING 1-11100.04 ACCEPTANCE/GUARANTEES EXHIBIT'N - Page 27 of 114 This page intentionally left blank. EXHIBIT'A' - Page 28 of 114 SECTION H000 GENERAL REQUIREMENTS 11000.01 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 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. EXHIBIT'A' - Page 29 of 114 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. 11000.02 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 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. EXHIBIT'N - Page 30 of 114 11000.03 LINES AND GRADES The Contractor will be responsible for Construction Engineering and Initial Layout of manholes. It will be the contractor's responsibility to stay on grade using existing benchmarks. 11000.04 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. 11000.06 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. Whenever a gas main, water main, sewer or drain pipe, electric conduit, telephone conduit, or any other underground utility line exists in such a location that it interferes with, or will be interfered with by a permanent structure or pipe line to be built under this Contract, the Owner will arrange for it to be moved to a location that will clear the permanent. structure or pipe line at no expense to the Contractor. The Owner will not be responsible for delay or other costs associated with conflicts that are found after construction has begun or that are known about prior to construction. Whenever a gas main, water main, sewer or drain pipe, electric conduit, telephone conduit or any other underground utility line lies within the measurement limits for excavation as defined in the Contract documents, but not in such a location that it interferes with or will be interfered with by a permanent structure or pipe line to be built under this Contract, the Contractor shall support, remove and replace, or relocate the same as shown on the Drawings. The price for such work shall be included in the lump sum or unit prices set forth in the proposal; no extra charge for it will be honored. Should the Contractor excavate beyond the measurement limits for excavation as defined in the Contract documents, and should utility lines or services be present in the space outside the measurement limits, and damage to or removal, replacement or relocation of the satisfaction of their owner at the Contractor's expense. Overhead wires or cables shall be protected from damage by the operation of the Contractor's equipment. Should it be necessary to move overhead wires in order to carry EXHIBIT'N - Page 31 of 114 on the work expeditiously with appropriate equipment, the Owner will arrange for this to be done at no expense to the Contractor. The Contractor shall give advance written notice to the Owner, the Resident Representative and the owners of the utility lines and services as to the locations wherein he plans to do construction work, and as to the lines and services which the Contractor deems necessary to have moved in accordance with the preceding paragraphs. Ample time shall be given the owners of utility lines and services to make arrangements for providing temporary service to their customers. 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. 11000.07 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, except that lumber or Steel sheet piling required by the Drawings or ordered by the owner to be left in place as permanent supports for these structures shall be paid for at the price stipulated for sheeting and shoring left in place. 11000.08 - CONNECTIONS TO EXISTING STRUCTURES The Contractor, without extra charge, unless otherwise specified, shall: install such temporary bulkheads as are necessary to prevent the passage of water and debris between new sewers and existing sewers; remove such bulkheads upon completion of the Project and make proper connections to the existing sewers at the connections to all points required in order to permit continuous use of the completed Project for the purposes intended; and make suitable connections or closures with existing fences, buildings, and other structures as shown on the Drawings or otherwise required. 11000.09 PROTECTION AND STORAGE OF MATERIALS AND EQUIPMENT Before, during, and after installation, the Contractor, without extra charge, shall furnish and maintain satisfactory protection for all Materials against damage, whether caused by weather, flooding, breakage or otherwise. EXHIBIT'A' - Page 32 of 114 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 forthe 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. H000.10 SAFETY REQUIREMENTS Any construction under the Contract shall be performed in accordance with the "Specific Safety Requirements of the Industrial Commission of Indiana Relating 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 or in caring for the same or from any inferior workmanship or inferior Materials incorporated in the Project. EXHIBIT'A' - Page 33 of 114 11000.11 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. 11000.12 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 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. 11000.13 INTOXICATING LIQUORS The Contractor shall neither permit nor suffer the introduction or use of intoxicating liquors upon or about the site of the Project. 11000.14 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. 11000.15 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. Where sewers, drains, water lines, etc. are constructed in streets, roads or other public right-of-way, and through private residential property, as the work progresses the Contractor shall without extra change, remove all excess excavated materials and excess construction materials, keep drains open, roadways and driveways open, trenches completely backfilled and the site generally in a neat and orderly condition. EXHIBIT'A' - Page 34 of 114 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. 11000.17 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. 11000.19 UNEXPECTED SUBSURFACE CONDITIONS If the Contractor encounters subsurface or latent conditions at the site which differ substantially from those which reasonably could have been anticipated from a careful examination of the site, the Drawings and Specifications and any test boring data obtained by or made available to the Contractor, the Contractor must notify the Engineer EXHIBIT'A' - Page 35 of 114 and Owner in writing before such conditions are disturbed. If the Contractor feels a change in compensation is warranted, the Contractor must also notify the Engineer and Owner in writing prior to completing any work. The Owner and Engineer will then consider such claim and if any adjustment to compensation is warranted, the resulting increase or decrease in the amount of compensation for the work to be performed by the Contractor shall be made under Paragraph H000.24 of these General Requirements. 11000.20 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. 11000.21 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 1-1000.21.5. 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: EXHIBIT'A' - Page 36 of 114 (a) ordered by Owner pursuant to Paragraph H000.21. LA (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 1-1000.21.5; 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 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 EXHIBIT'N - Page 37 of 114 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 1­10000.21.5 or denial pursuant to Paragraphs H000.21.5.C.3 or 1-1000.21.5.1) 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. H000.22 PARTIAL ESTIMATES The Contractor shall, by such day of each calendar month as is mutually agreement to the Contractor and the Owner, make an approximate estimate of the quantities and prices of the labor furnished and the Materials incorporated into the Project or stored on the site during the previous calendar month and forward such estimate to the Resident Representative. More frequent estimates, at the option of the Owner, may be made at any time during the progress of the Project. The Resident Representative shall promptly review monthly estimates and advise the Engineer of how munch thereof he approves. The Engineer, in turn, shall promptly review such estimates and advise the Owner of how much should be paid thereon. For such purposes, the amounts approved for items of work performed shall not exceed the Contract prices of such work less five (5) percent allowance for uncompleted site cleanup (retainage). Partial payments to the Contractor for labor performed and Materials furnished shall be made at the rate of ninety-five (95) percent of the estimate submitted by the Contractor and approved by the Engineer. Materials furnished but not installed shall be paid for at the rate of ninety-five (95) percent and may not thereafter be removed, but the Contractor shall remain responsible for the protection thereof. The Owner shall pay the Contractor monthly, not less than the difference between the amount of each monthly estimate which has been approved by the Engineer and the sum EXHIBIT'A' - Page 38 of 114 of the retainer stipulated below and any other amounts which the Owner is authorized by the Contract to withhold. The making of any monthly payment shall not be taken or construed as approval or acceptance by the Owner or any work included in the estimate upon which such payment is based. H000.23 PRE -FINAL AND FINAL ESTIMATES AND PAYMENTS As soon as practicable after the completion of work under the Contract, the Engineer will make an inspection of the Project. If the Project appears to be acceptable, the Engineer will recommend tentative acceptance thereof and make a pre -final estimate of the amount of work done by the Contractor based on quantities and prices submitted by the Contractor. Upon such per -final estimate being certified in writing to the Owner by the Engineer, the owner will pay the Contractor all of the monies owing to him under the Contract, except the retainer stipulated in Section H000.22 which will be kept for thirty (30) days after the date of the pre -final estimate. Upon the expiration of such thirty (30) day period, provided that it appears upon further inspection and certification by the Engineer that the Contract has been faithfully performed, the Owner will pay to the Contractor the whole sum retained or such part thereof as remains after deducting expenses of correcting any final inspection and payment will not discharge the liability of the Contractor under the Contract or of the Surety under the Contract Bond, but such liabilities and all guarantees shall remain in effect for the period stipulated by the Contract documents or, in case in which no period stipulated by the Contract documents for the period fixed by law. 11000.24 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. EXHIBIT'N - Page 39 of 114 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 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. 11000.27 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. 11000.28 UNFORSEEABLE ABNORMAL AND UNUSUALLY SEVERE WEATHER CONDITIONS (MODIFIED INDOT VERSION) The following table is based upon a modified/expanded version of INDOT information. The table shows the estimated number of days in each month (assuming a five day work EXHIBIT'A' - Page 40 of 114 week and excluding Sundays and Holidays in anon leap -year) when the Contractor will be expected to be unable to work on the controlling items as identified on the Contractor submitted, Owner accepted, schedule: Month (Days) Estimated No. of Unworkable Day January (31) 5 February (28) 4 March (31) 4 April (30) 6 May (31) 4 June (30) 2 July (31) 2 August (31) 2 September (30) 2 October (31) 3 November (30) 4 December (31) 5 Total 43 Any day (per month) in excess of the days shown when the contractor is unable to work on the controlling work item, as noted on the critical path schedule submitted by the Contractor, due to weather conditions shall be deemed to be "unforeseeable abnormal and unusually sever weather conditions" However, the final determination of weather days is cumulative over the course of the entire construction period. Therefore, bad weather in one month can be offset with good weather either in the preceding or following the month(s) in question. Additional weather delays only count if the critical path work is dependent on good weather. For example, if the work element is interior finishing then weather is not considered a factor in the completion of that work, and therefore cannot be basis for additional contract time. The allocated days assumes 52 days for Sundays throughout the years and 10 holidays (New Years, Presidents Day, Memorial Day, 4t' of July, Labor Day, Veterans Day, Thanksgiving [2] and Christmas [2]) throughout the year. Accounting for these days shall be kept on a daily basis with monthly totals and shall be turned in monthly with their pay request. These shall ten be possessed in the final change order for the project. 11000.29 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. EXHIBIT'A' - Page 41 of 114 SECTION 11100 SPECIAL REQUIREMENTS 11100.01 DESCRIPTION OF WORK The work is located on College Avenue near the intersection with N. 12th Street. The work involves the installation of new storm sewers and inlets: There is approximately 681 LF of storm sewers ranging in size from 12 inches to 24 inches in diameter. All surfaces, including but not limited to streets, sidewalks, curbs, landscaping and grass shall be restored at the end of the project. 11100.02 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. 11100.05 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 11100.07 CONSTRUCTION SEQUENCE EXHIBIT'A' - Page 43 of 114 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 required to complete the work; their relevancy to each other, expected duration and completion dates. C. The Contractor shall coordinate the closure of South `G' Street with the Owner as well as Earlham College. Limited dates may be available during certain times of the year based on Earlham's schedule of events. D. The Contractor shall coordinate work in South `G' Street with the Owner as well as the Contractor for RSD's NW 13th Street Interceptor Replacement Project. Work is anticipated in SW `G' around College Ave. between Thanksgiving and Christmas (2018). 11100.08 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 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. EXHIBIT'A' - Page 44 of 114 H100.14 TIME OF COMPLETION AND LIQUIDATED DAMAGES If awarded a contract, the Contractor agrees to substantially complete and provide all items into operation (service) within 180 consecutive calendar days from the effective date of the Notice to Proceed and fully complete all work ready for final inspection, acceptance and close-out within 30 additional days from the date of the substantial completion. Asphalt may be placed as soon as feasible after this time frame if it is not available prior to the calculated completion dates. 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, the Contractor agrees to pay to the Owner as liquidated damages the sum of $100.00 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 EXHIBIT'A' - Page 45 of 114 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 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. EXHIBIT'A' - Page 46 of 114 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. 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'N - Page 47 of 114 SECTION H2O0 EXECUTION H2O0.01 PREPARATION The Contractor shall accept the site as he finds it and shall do all work as specified on the drawings and implied thereby. H2O0.02 PROTECTION A. Locate, identify, and protect utilities that remain, from damage. B. For areas outside of the construction limits, protect trees, plant growth and features as final landscaping. For the area designated as construction limits, protect and preserve trees and plant life unless designated to be removed. Provide fencing around the trees or shrubs to remain at sufficient distance away and sufficient height so trees and shrubs will not be damaged in any way as a part of this work. C. Protect benchmarks, survey control points and existing structures from damage or displacement. D. Protect existing survey reference points from damage or disturbance, including but not limited to: section corners, bench marks, property pins, and other horizontal and vertical reference markers. The contractor shall be responsible for contacting the governing authority for each reference point in advance of disturbing the reference. The Contractor shall coordinate referencing of the reference point with the governing authority and shall be responsible for all costs associated with preserving or re- establishing any reference points disturbed by construction. In addition, the Contractor shall be responsible for hiring a licensed land surveyor to replace any property pins disturbed during construction. E. Protection of persons and property. 1. Barricade open depressions and holes occurring as part of this work, and post warning lights on property adjacent to or with public access. 2. Operate warning lights during hours from dusk to dawn each day and as otherwise required. 3. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards created by operations under this Section. EXHIBIT'A' - Page 49 of 114 F. Use means necessary to prevent dust becoming a nuisance to the public, to neighbors, and to other work being performed on or near the site. G. Maintain access to the site at all times. H2O0.01 CONSERVATION OF TOPSOIL A. After the area has been cleared of vegetation, strip all suitable topsoil to the depth necessary to provide at least 6" depth of topsoil in areas shown on the drawings to be turfed or planted, without contamination with subsoil. B. Stockpile in an area clear of new construction. C. Maintain the stockpile in a manner which will not obstruct the natural flow of drainage. D. Maintain stockpile free from debris and trash. E. Keep the topsoil damp to prevent dust and drying out. F. Maintain Silt Fence around stockpiled soil. H2O0.04 DISPOSAL The Contractor may dispose of construction demolition material at the New Paris Pike Landfill. Standard rates and charges shall apply and be paid by the Contractor.. EXHIBIT'A' - Page 50 of 114 SECTION H300 EARTHWORK AND BACKFILLING H300.01 DESCRIPTION OF WORK The Contractor shall perform all excavation and backfilling necessary to complete the work. This shall include the excavation of earth and rock, removal and disposal of unsuitable material, dewatering, placement of suitable fill and backfill material and the restoration and final grading for all earth surfaces. H300.02 WORK WITHIN RIGHT-OF-WAYS A. Where the governmental bodies having jurisdiction of the status or right-of-ways have specific specifications relating to the requirement and if these specifications impose further limitation on the work, they shall also be met as the required work standard. B. During all operations of the Contractor in the streets and roadways, the Contractor shall maintain barricades, lights and warning signs as requires by the agency having jurisdiction. H300.03 WORK WITHIN EASEMENTS During construction within any easements, the Contractor shall confine himself to the limits shown on the Plans. He shall notify property owners in advance of moving equipment on easements and use of the access routes which will be designed by the Owner. The Owner will cooperate in working out the details of access. The topsoil over the trench shall be removed and carefully replaced upon completion of the work. The backfill of the trench in the easement may be left slightly high to provide for any slight residual settlement. Any trees, shrubs, or bushes removed shall be replaced to the satisfaction of property owner. H300.04 SOIL BORINGS The Contractor, at their own cost, shall be allowed to complete soil borings to obtain soils information in addition to what has been included within these plans for specifications. H300.05 BACKFILL A. Backfill in Areas Not Subject to Vehicular Traffic 1. For purposes of this specification, trenches or excavations shall be considered subject to vehicular traffic if all or any portion of the excavation is located within five (5) feet of a roadway, driveway, parking area or alley which is routinely EXHIBIT'A' - Page 51 of 114 traveled by powered vehicles. In the event of any question regarding the susceptibility of an area to traffic, the Engineer's decision shall govern. 2. The trench between the pipe bedding and the ground surface shall be backfilled with standard native excavated material, free of trash, debris and aggregate greater than three (3) inches in diameter. Material shall be deposited with mechanical equipment in such a manner that it will "flow" onto the bedding and not free fall. The Contractor shall consolidate the backfill by the back and forth travel of a suitable roller, wheeled device or other similar heavy equipment until no further settlement is obtained. Heavy equipment shall not be used until there is a cover of not less than three (3) feet over the pipes. To assist in promoting maximum settlement, the surface of the trench shall be left in a slightly rounded condition. Periodical dressing of the backfill in the trench to promote the drainage and safety conditions shall be made during the course of the contract as required or ordered by the Engineer. B. Backfill in Areas Subject to Vehicular Traffic 1. The trench between the pipe bedding and the surface, which are located in areas subject to or possibly subject to vehicular traffic, shall be backfilled with Class I or II materials, deposited in uniform horizontal layers of two (2) feet or less depending on compaction methods are used. Each layer shall be thoroughly compacted by mechanical tamping. Each layer shall be thoroughly compacted before the next succeeding layer is placed. 2. When backfill materials do not contain sufficient moisture to obtain proper compaction, in the opinion of the Engineer and/or his representative, it shall be moistened or wetted to within +/- 2% optimum moisture content and as directed by the Engineer and/or his representative. 3. Granular backfill materials shall terminate at a point below finished grade sufficient to allow placement of the permanent surface materials. 4. Density testing of the above backfilled trenches shall be the responsibility of the Contractor and shall be performed at no additional cost to the Owner. Testing shall be performed by an approved commercial testing laboratory. All backfill placed under this section shall be tested in accordance with AASHO-T-99. Density testing shall be performed immediately prior to permanent pavement replacement and after the upper level of the compacted aggregate base or temporary pavement is removed to allow paving. When backfill has been placed using vibratory compaction, testing shall be made at the exposed surface one (1) time per location and not less than one (1) test per four hundred (400) feet. All test locations shall be determined by the Engineer. Should the results of the density test show a compaction of less than ninety-five percent (95%) Standard Proctor EXHIBIT'A' - Page 52 of 114 Density, the area(s) represented by such test shall be immediately recompacted to achieve the specified density and at no additional cost to the Owner. 5. In lieu of the Class I or II backfill and mechanical compaction described above, the Contractor may use controlled, low strength flowable mortar. 6. The flowable fill mix shall contain for every cubic yard of batch material, no more than 50 lbs. of Portland Cement, no more than 500 lbs. of Type F fly ash, no more than 500 lbs. of water, no more than 2850 lbs. of sand, and no more than 10% total air. 7. The compressive strength of the flowable fill shall not exceed 100 psi @ 28 days. 8. Standards: ASTM D4832, ASTM D6023 11300.06 GENERAL EXCAVATION A. Excavation shall be performed by any practicable method consistent with the integrity and production of the works and neighboring structures, workmen and the public. Topsoil shall be separately removed and stock piled for reuse. B. All excavation, except where necessary to tunnel, bore or jack under roads, railroads, tree roots and other obstructions within the limits indicated on the Plans, may be open cut from the surface. Tunneling or boring under trees shall be considered as incidental to construction and will not be considered as cause for request for additional payment. C. Foreign material or unsuitable foundation material encountered such as wood, boulders, etc., which obstruct the excavation, shall be removed. Such material found at the bottom of the excavation shall be removed and the foundation restored with approved materials. D. The excavation shall be kept dry during work. The Contractor shall provide all materials and provide and operate all equipment necessary to remove all water that may be encountered in the construction of the project without additional payment therefore. The Contractor shall be responsible for all damages caused by him due to inadequate or improper protection. H300.07 EXCAVATION FOR SEWERS A. Trenches shall be excavated to the depth required with allowance for bedding the pipe. The trenches shall be cut wider and deeper at each pipe joint location to provide for properly completing the pipe joint and to relieve the joint of all loadings. EXHIBIT'A' - Page 53 of 114 B. The width of the trench at the top of a rigid pipe shall be sufficient to allow the pipe to be laid and jointed properly and shall provide for a minimum net clearance of 6 inches and a maximum net clearance of 12 inches on each side of the barrel of the pipe and to allow the backfill to be placed and properly compacted. C. The width of trench at the top of a flexible pipe backfill shall be sufficient to allow the pipe to be laid and jointed properly with the minimum net clearance of 12 inches and a maximum net clearance of 18 inches on each side of the barrel of the pipe. D. Where the conditions of the ground require, or where the work is in close proximity of existing structures, the sides of the excavation shall be securely held by bracing and/or sheeting which may be removed in units when the level of the backfill has reached a point where it is safe to pull the sheeting without disturbing the protected feature. No sheeting, bracing, or other timber shall be left in the excavating upon the completion of the main or other structure, except with the specific review and direction of the Engineer. E. Water, sewer, gas, and other utility services disturbed by the Contractor in his operation shall be repaired or replaced in at his own expense. Where these services are encountered and are undamaged, they shall be supported and/or protected by the Contractor at his own expense against later settlement and/or damage after backfilling. The Contractor shall consult the agency or the utility firm having jurisdiction over any duct line, gas main, etc., which may cross the excavation to determine method of supporting such duct or pipe. Contractor shall coordinate w/ utilities the removal & replacement of all utilities at utilities expense. F. All excavated material shall be piled in a manner that will not endanger the work and that will avoid obstructing sidewalks and driveways. Hydrants under pressure, valves, manhole covers, value boxes, curb stop boxes, fire and police call boxes, or other utility controls shall be left unobstructed and accessible until the work is completed. Gutters shall be kept clean, or other satisfactory provisions made for street drainage, and natural water courses shall not be obstructed except as otherwise provided for herein on a temporary basis. G. The Contractor shall take ample precautions to protect all trees and ornamental shrubbery not within the limits of the construction area, or within the constructions area as shown on the Plans to be retained from injury by workmen, equipment or any other agencies connected with the work, including sub -contractors. Such protection shall be provided during progress of the excavating, grading, or other phases of the work as necessary. Such trees or shrubbery shall be surrounded by protective posts or fencing before construction begins, when in the judgment of the Engineer, such precautionary measures are necessary. H. Where sheet piling, shoring, sheeting, bracing, caissons, or other supports are necessary, they shall be finished, placed, maintained, and except as shown or specified otherwise, removed by the Contractor. EXHIBIT'A' - Page 54 of 114 I. The neglect, failure or refusal of the Engineer to order the use of sheeting, or sheet piling or steel, or to order the same to be left in place, or the giving or failure to give of any order or directions as to the manner or methods of driving or placing sheeting, sheet piling, bracing, shores, etc., shall not in any way relieve the Contractor of any or all obligations under this Contract. J. The rules of the OSHA and the State Department of Labor with respects to excavation and construction shall at all times be strictly observed. It is the Contractor's obligation to be acquainted with and to use the latest revised code regulations. K. Headwalls, culverts, and drainage systems filled or damaged by the Contractor during the course of his operations shall be cleaned, relied or rebuilt with new materials to a condition equal to the original state, and of thickness equal to the original structure and to the original line and grade at the Contractor's expense. L. Where excavation has been through lawn areas, the Contractor shall restore ,the disturbed area by placing a minimum of six (6) inches of clean topsoil and seeding or sod over the final backfill material. M. The Contractor shall remove excess dirt and other construction material from the site of the work and leave the site in a condition equal to its original state. N. The final condition of the streets and roadways shall be subject to the approval of the Engineer. Coordinate pavement repairs if the Sanitary District has plans for repaving. H300.08 COMPACTION: A. General: Control soil compaction during construction providing minimum percentage of density specified for each area classification as indicated below. B. Under Pavements: Compact each layer of material in 6" lifts at 95% maximum density for cohesive material or 95% relative density for cohesionless material, using mechanical compactor to achieve desired compaction. Under no circumstances should a bulldozer or other similar tracked vehicles be used as compacting equipment. C. Lawn or Unpaved Areas: Compact top 6" of sub -grade and each layer of backfill or fill material at 85% maximum density for cohesive soils and 90% relative density for cohesionless soils. H300.09 GRADING: A. General: Uniformly grade areas within limits of grading under this section, including adjacent transaction areas. Smooth finished surface within specified tolerances, compact with uniform levels or slopes between points where elevations are indicated, or between such points and existing grades. EXHIBIT'N - Page 55 of 114 B. Finish surfaces free from irregular surface changes, and as follows: 1. Lawn or Unpaved Areas: Finish areas to receive topsoil to within not more than 0.10' above or below required sub -grade elevations. 2. Walks: Shape surface of areas under walks to line, grade, and cross-section, with finish surface not more than 0.10' above or below required sub -grade elevation. 3. Pavements: Shape surface of areas under pavement to line, grade and cross- section, with finish surface not more than''/2" above or below required sub - grade elevation. H300.10 MAINTENANCE: A. Protection of Graded Areas: Protect newly graded areas from traffic and erosion. Keep free of trash and debris. B. Repair and re-establish grades in settled, eroded, and rutted areas to specified tolerances. EXHIBIT'A' - Page 56 of 114 SECTION H400 SEWERS H400.01 SCOPE This work shall consist of furnishing and installation of all materials for the sewer system including pipe, manholes and other appurtenances as shown on the plans or as specified herein. Construction of same shall be in accordance with the best generally accepted practices as herein described, including performance of all required testing procedures to demonstrate compliance with the plans and/or specifications and the overall acceptability of the completed work. H400.02 DEFINITIONS A. AASHTO shall mean American Association of State Highway and Transportation Officials, where used in these specifications. B. ANSI shall mean American National Standards Institute, where used in these specifications. C. ASTM shall mean American Society for Testing and Materials, where used in these specifications. D. AWWA shall mean American Water Works Association, where used in these specifications. E. INDOT shall mean Indiana Department of Transportation 2013 Standard Specifications. H400.03 METHOD OF MEASUREMENT AND BASIS OF PAYMENT A. Method of Measurement: Unless otherwise stated on the bid sheet, the footage of pipe to be paid for will be based on the net length of pipe used, which shall be obtained by multiplying the nominal length of the sections by the number of sections used plus the length of partial pieces of pipe used. When the pipe connects to manholes, inlets, or catch basins, the terminal sections will be field measured to the inside face of the structure. The footage of beveled or skewed end sections of circular corrugated pipe shall be measured along the bottom centerline. Unless otherwise stated on the bid sheet, all structures will be paid for per each. B. Basis of Payment: Unless otherwise indicated on the bid sheet, the accepted quantities of pipe will be paid for at the agreed unit price per linear foot and structures will be paid for per each. All prices shall include all labor, materials, equipment, incidentals, all backfill and trenching, dewatering and shoring necessary to complete the work. H400.04 MATERIALS All materials shall be of the size and type specified on the plans. EXHIBIT'A' - Page 57 of 114 H400.05 SEWER PIPE A. Polyvinyl Chloride Pipe (Sanitary and Storm Sewer) 1. Material Polyvinyl chloride (PVC) gravity sanitary sewer pipe shall be the integral wall bell and spigot type with elastomeric seal joints and smooth inner walls meeting or exceeding all of the requirements set forth in ASTM D-3034 for pipe diameters 15-inches or less and meeting or exceeding all of the requirements set forth in ASTM F-679 for pipe diameters greater than 15-inches. For diameters 15-inches or less, the pipe shall have a minimum cell classification of 12454-B and for diameters greater than 15-inches the pipe shall have a minimum cell classification of 12454-C; with all pipe having a minimum tensile strength of 34.50 Mpa as defined in ASTM D-1784. PVC sanitary sewer pipe shall have a minimum pipe stiffness of 46 psi for each diameter when measured at 5% vertical ring deflection and tested in accordance with ASTM D- 2412. NOTE: Polyvinyl Chloride (PVC) Ribbed Sewer Pipe meeting or exceeding all of the requirements set forth in ASTM F 949-86a or ASTM F 794 is acceptable. The minimum cell classification acceptable shall be 12454-B as defined in ASTM D-1784. PVC Ribbed Sewer Pipe shall have a minimum pipe stiffness of 50 psi when measured in accordance with ASTM D-2412 for 8-inch through 18-inch pipe and 46 psi for 21-inch and greater. 2. Joints Flexible gasket joints shall be compression type so that when assembled, the gasket inside the bell will be compressed radially on the pipe spigot to form a watertight seal. The assembly of joints shall be in accordance with the pipe manufacturer's recommendations and ASTM D-3212. The gaskets sealing the joint shall be made of rubber of special composition having a texture to assure a watertight and permanent seal and shall be the product of a manufacturer having at least five (5) years experience in the manufacture of rubber gaskets for pipe joints. The gasket shall be a continuous ring of flexible joint rubber of a composition and texture which is resistant to common ingredients of sewage, industrial wastes and groundwater and which will endure permanently under the conditions imposed by this service. The gasket shall conform to the requirements of ASTM F-477. NO SOLVENT CEMENT JOINTS SHALL BE ALLOWED. EXHIBIT'A' - Page 58 of 114 All field -cutting of pipe shall be done in a neat manner as per manufacturer's recommendations and the cut end shall be beveled using a file or wheel to produce a smooth bevel of approximately 15' and be a minimum depth of one-third the pipe wall thickness. Field cut pipe will only be allowed to be installed at manholes, at prefabricated tees and wyes, and at the connection of new sanitary sewer to existing sanitary sewer. ONLY SMOOTH EXTERIOR PIPE SHALL BE USED AT MANHOLE CONNECTIONS. 3. Fittings Only manufactured fittings made of PVC plastic having a cell classification of 12454-B as defined in ASTM D-1784 shall be used. Tee/Wye service connections for sewers where existing or proposed grade (to sewer invert) as shown on plans, exceeds 15 feet shall be heavy wall. Tee/Wye service connections shall be used on all new construction. SADDLE CONNECTIONS SHALL NOT BE ALLOWED FOR NEW CONSTRUCTION. 4. Design The minimum wall thickness for PVC sewer lateral pipe 6-inches in diameter shall conform to SDR-26 and ASTM D-3034. The minimum wall thickness for PVC sewer pipe from 8-inches to 15-inches in diameter shall conform to SDR-35 Type PSM as specified in ASTM D-3034. The minimum wall thickness for PVC sewer pipe greater than 15-inches in diameter shall conform to T-1 as specified in ASTM F-679. 5. Markings The date of manufacture, class of pipe, specification designation, size of pipe, name or trademark of manufacturer, and identification of plant/location shall be legibly marked on the outside of each pipe section in accordance with the ASTM D-3034. 6. Certification The Contractor shall furnish, upon request, certified reports stating that inspection and specified tests have been made and that the results thereof comply with the applicable Standards. EXHIBIT'A' - Page 59 of 114 B. Reinforced Concrete Pipe (Storm Sewer) 1. Material All reinforced concrete pipe shall be Class Ill, IV or V in accordance with ASTM C-76, latest edition; wall thickness `B" or "C" per site conditions and be manufactured from Portland Cement and aggregate as specified herein. 2. Portland Cement Portland Cement for manufacture of concrete pipe and fitting shall be Type I or Type III and shall conform to ASTM C-150. Upon request, the Contractor shall furnish manufacturer's certificate stating the type of cement used in the manufacture of the pipe furnished. 3. Aggregate The aggregate for manufacture of concrete pipe and fittings shall conform to ASTM C-33 except that the requirement for gradation shall not apply. Upon request the Contractor shall furnish manufacturer's certificate stating the type of aggregate used in the manufacture of the pipe furnished. 4. Steel Reinforcement Steel reinforcement shall be in accordance with requirements of the applicable table in ASTM C-76. Reinforcement shall extend full into bell or spigot ends for pipes 36-inches and larger and shall extend full into the bell of rubber gasket pipes 12-inches and larger. Elliptical reinforcement shall not be permitted. Longitudinal reinforcement shall be continuous and all reinforcement shall have a minimum concrete cover of 1-inch. 5. Lift Holes Lift holes shall not be permitted. 6. Joints Concrete pipe shall be furnished with joints using either concrete bell and spigot or zinc coated steel bell and spigot rings or rubber seal and rings (Anderson Seal, Press Seal, or an approved equal). All types of joints shall have a groove on the spigot for a rubber "O" ring gasket. Pipe joints using concrete bell and spigot or zinc coated steel bell and spigot rings shall conform to ASTM C-361 except that the gaskets shall be as specified hereinafter. Pipe joints using rubber gaskets shall conform to ASTM C-443. Joints shall be adequate for hydrostatic pressures up to 13 psi (30 ft. of head). The joint shall be sealed with a rubber gasket conforming to ASTM C-443 so that the joint will remain watertight under all conditions of service. The steel bell shall be welded to the EXHIBIT'A' - Page 60 of 114 longitudinal reinforcing and a steel skirt (minimum 5-3/4-inches in length and fabricated from 16 gage metal) shall be continuously welded to the inside face of the steel spigot ring and to the longitudinal reinforcement. Profile gasket type joints using a self -lubricated gasket (Forsheda Style 138, NPC Self - Lubricated Gasket for Concrete Pipe & Manhole, or approved equal) on a single offset spigot and formed bell are acceptable. Joints shall be sealed with a profile rubber gasket conforming to ASTM C-443 so that the joint will remain watertight under all conditions of service. Only one style of joint system will be permitted between a manhole run of pipe. 7. Absorption Limits Absorption of the reinforced concrete pipe shall not exceed 6% of the dry weight. 8. Markings The date of manufacture, class of pipe and specification designation, size of pipe, name or trademark of the manufacturer, and identification of plant shall be legibly marked on each section of pipe per the ASTM requirement. 9. Gaskets The gaskets sealing the joint shall be made of rubber of special composition having a texture to assure a watertight and permanent seal and shall be the product of a manufacturer having at least five (5) years experience in the manufacturer of rubber gaskets for pipe joints. The gasket shall be a continuous ring of flexible joint rubber of a composition and texture which is resistant to common ingredients of sewage, industrial wastes and groundwater, and which will endure permanently under the conditions likely to be imposed by this service. The gasket shall conform to the requirements of ASTM C- 443. 10. Sanitary Sewer Lateral Connections Where lateral connections must be made to the RCP sewer, a rubber connector with stainless steel clamp KOR-N-SEAL, Fernco QuikSeal, or equal, shall be used. The connector shall be the sole element relied on to assure a flexible watertight seal of the pipe. The rubber for the connector shall comply with ASTM C-923 and shall be resistant to ozone, weather elements, chemicals including acids and alkalis, animal and vegetable fats, oils, and petroleum products from spills. EXHIBIT'A' - Page 61 of 114 The stainless steel elements of the connector shall be totally non-magnetic Series 305 stainless steel. The stainless steel clamp shall be capable of sustaining applied torque in excess of eighty (80) inch -pounds. It shall be the responsibility of the Contractor to submit details of the proposed connection for approval. 11. Certification The Contractor shall furnish, upon request, certified reports stating that inspection and specified tests have been made and that the results thereof comply with the applicable Standards. C. Reinforced Concrete Pipe (Storm Sewer) 1. Material All reinforced concrete storm pipe shall be Class III, IV or V in accordance with ASTM C-76, latest edition; wall thickness `B" or "C" per site conditions and be manufactured from Portland Cement and aggregate as specified herein. 2. Portland Cement Portland Cement for manufacture of concrete pipe and fitting shall be Type I or Type III and shall conform to ASTM C-150. Upon request, the Contractor shall furnish manufacturer's certificate stating the type of cement used in the manufacture of the pipe furnished. 3. Aggregate The aggregate for manufacture of concrete pipe and fittings shall conform to ASTM C-33 except that the requirement for gradation shall not apply. Upon request the Contractor shall furnish manufacturer's certificate stating the type of aggregate used in the manufacture of the pipe furnished. 4. Steel Reinforcement Steel reinforcement shall be in accordance with requirements of the applicable table in ASTM C-76. Reinforcement shall extend full into bell or spigot ends for pipes 36-inches and larger and shall extend full into the bell of rubber gasket pipes 12-inches and larger. Elliptical reinforcement shall not be permitted. Longitudinal reinforcement shall be continuous and all reinforcement shall have a minimum concrete cover of 1-inch. 5. Lift Holes Lift holes shall not be permitted. EXHIBIT'A' - Page 62 of 114 6. Joints Concrete pipe shall be furnished with water -tight joints using either concrete bell and spigot or tongue and groove. The contractor shall follow the manufacturer's recommendations to provide the water -tight joint. Only one style of joint system will be permitted between a manhole run of pipe. 7. Markings The date of manufacture, class of pipe and specification designation, size of pipe, name or trademark of the manufacturer, and identification of plant shall be legibly marked on each section of pipe per the ASTM requirement. 8. Certification The Contractor shall furnish, upon request, certified reports stating that inspection and specified tests have been made and that the results thereof comply with the applicable Standards. D. High Density Polyethylene Pipe (HDPE) (Storm Sewer Only) 1. General All HDPE pipe shall be considered "flexible" and shall be installed as such. HDPE pipe shall not be installed where exposed to sunlight unless current material certifications guarantee that it will not be subject to ultraviolet degradation. 2. The drain pipe for the various pipe diameters may be "Sure-Lok" High Density Polyethylene (HDPE) pipe as manufactured by Hancor of Findlay, Ohio, N-12 High Density Polyethylene Pipe (HDPE) as manufactured by ADS, Inc. of Columbus, Ohio, or approved equal. Bedding shall be Class I or II only as described in ASTM D-2321. 3. Production and Material Standards for HDPE A. Corrugated High Density Polyethylene (HDPE) pipe shall be manufactured in accordance with AASHTO M 294 Type S. Pipe manufactured under this specification shall have a minimum cell class of 335420C in accordance with ASTM D-3350. B. Ribbed Polyethylene pipe shall be in accordance with ASTM F-894 for the specified sizes, meeting the requirements for RSC 160. Pipe manufactured under this specification shall have a minimum cell class of 335420C in accordance with ASTM D-3350. EXHIBIT'A' - Page 63 of 114 C. Smooth wall Polyethylene pipe shall be in accordance with ASTM F-714 for the specified sizes. Pipe manufactured under this specification shall have a minimum cell class of 335420C in accordance with ASTM D-3350. D. All polyethylene pipe and fittings shall be made from high molecular weight high density polyethylene material meeting the application cell class requirements. All polyethylene material used in drain pipe manufacture shall be virgin resin. 4. HDPE Joints High -density polyethylene pipe shall possess male and female pipe ends or molded HDPE or PVC couplers that allow the construction of overlapping, gasketed pipe joints in accordance with the requirements of ASTM D-3212 for a gasketed joint. The gasket material shall conform to all requirements of ASTM F- 477. 5. Rejection of Damaged HDPE Pipe and Fittings High density polyethylene pipe and fittings possessing the following defects may be rejected for installation: variations from straight centerline; elliptical shape in pipe intended to be round; illegible or improper markings as required herein; deep or excessive gouges or scratches on the pipe wall; fractures, punctures, or cracks; damaged or cracked ends where such damage would prevent making a satisfactory joint. 6. HDPE Pipe Markings For high density polyethylene pipe products, each length of pipe shall be clearly marked with the following information as a minimum: manufacturer's name or identification symbol; nominal pipe size; and production/extrusion code. E. High Density Polyethylene Tubing (HDPE) (Storm Sewer Only) 1. 6" HDPE tubing shall be manufactured by Hancor of Findlay, Ohio, ADS, Inc., of Columbus, Ohio, or approved equal, and shall meet all applicable standards of ASTM F405. 2. The perforated pipe for subsurface drains shall be installed within the bedding of the pipe trench as indicated on the plans. All manufacturer's recommended installation procedures shall be followed. Due to the nature of the soils, a geotextile fabric sock shall be provided with the pipe when recommended by the manufacturer for the given soil. EXHIBIT'A' - Page 64 of 114 H400.06 SEWER STRUCTURES A. Sewer Pipe to Manhole Connections (Sanitary) 1. To connect a sanitary sewer to a manhole, a flexible boot KOR-N-SEAL 1 or 2, flexible connector, cast -in -place Dura-Seal gasket, "A" -lock gasket or an approved equal shall be used. Connections to an existing manhole shall be a flexible boot seal. 2. If the flexible boot connection is used, it shall be placed in the reinforced concrete manhole base and secured to the pipe by a stainless steel clamp. Flexible connectors shall conform to ASTM C 923. 3. The cast -in -place inflatable gasket shall conform to ASTM C 923. 4. All connections shall provide for a watertight seal between the pipe and manhole. The connector shall be the sole element relied upon to assure a flexible watertight seal of the pipe to the manhole. 5. The rubber for the connector shall comply with ASTM C 923 and shall be resistant to ozone, weather elements, chemicals, including acids and alkalis, animal and vegetable fats, oils and petroleum products. 6. The stainless steel elements of the connector shall be totally non-magnetic Series 305 stainless steel. The stainless steel clamp shall be capable of sustaining applied torque in excess of eighty (80) inch -pounds. It shall be the responsibility of the Contractor to submit details of the proposed connection to the Owner for approval. Connections not approved by the Owner shall be subject to removal and replacement with an approved adapter. 7. New connections made to any existing structure shall be drilled in the direction of flow and shall be accomplished by coring entirely through the wall and base of the structure. The connector boot shall be appropriately sized to fit the opening and shall be KOR-N- SEAL® by NPC, Inc., A-Lok Products, Inc., or approved equal. B. Manholes (Sanitary) 1. Manholes shall be constructed in accordance with the ASTM Specifications for "Precast Reinforced Concrete Manhole Risers and Tops", Designation C 478. The minimum wall thickness shall be five (5) inches for manholes four (4) feet in diameter. 2. The precast tops shall be of the eccentric cone type. Precast flat covers shall be not less than eight (8) inches thick and reinforced with two layers of steel with a minimum area of 0.39 square inches per linear foot in both directions in each layer. Precast flat bottoms of manholes shall also be reinforced the same as specified herein for precast flattop. Hoisting lugs or hooks shall be cast in place for handling and setting of the rings. EXHIBIT'A' - Page 65 of 114 Openings of proper sizes and suitable design shall be cast in place for receiving the sewer and/or drop pipes and connections. Adjusting riser rings shall be provided as approved by the Owner. 3. All manhole joints shall be tongue and groove and they shall be sealed with an O-ring and joint sealer conforming to Federal Specifications SS-S-00210 and similar to "Kent - Seal No. 2" as manufactured by the Hamilton Kent Manufacturing Co., of Kent, Ohio; "RAM-NEK" as manufactured by the K.T. Snyder Co. of Houston, Texas, or equal. Cracked or damaged barrel joints shall be rejected. All joints shall also have an exterior joint collar. 4. Manhole Steps. Steps shall be provided and manufactured of reinforced plastic and shall be twelve (12) inches wide and one (1) inch square. 5. Manhole Bases. Manhole bases shall be of cast -in -place monolithic concrete or precast concrete. Where sewer lines pass through or enter manholes, the invert channels shall be smooth and semi -circular in cross section and shall be formed directly in the concrete of the manhole base. Changes of direction of flow within the manholes shall be made with a smooth curve with as long as a radius as possible. The floor of the manhole outside the channels shall be smooth and slope toward the channel not less than one (1) inch per foot. 6. No mortar or concrete shall be placed in water, and no water shall be allowed to flow over or against the concrete before it has set for a period of time deemed sufficient by the Owner to prevent damage to the structure. The invert channel through manholes shall be provided and constructed to conform in shape and slope to that of the sewer. All invert channels are to have a properly mortared apron on either side, sloped to prevent solids deposition. Changes of direction of flow within the manhole shall be made with a smooth curve with as long as a radius as possible. 7. Adjusting Rings. Final adjustments in elevation of the frame and cover shall be accomplished by the use of precast concrete adjusting rings conforming to ASTM C 478. Rings shall be of a nominal thickness of not less than four (4) inches. Not more than twelve (12) inches total of adjusting rings shall be allowed for adjustment of the manhole frame and cover to required elevation. A minimum of six (6) inches of adjusting rings shall be supplied for each manhole. 8. All exterior manhole joints shall have a joint collar equal to MacWrap Exterior Joint Sealer, RUBR—NEK External Joint Wrap, or equal. Collar shall be a minimum of 9" wide. 9. Castings. All castings shall be as indicated on the plans and capable of supporting H-20 traffic loadings. All sanitary sewer castings shall have lids with 2 inch high letters indicating "Sanitary Sewer". Watertight castings are required on all sanitary sewer structures. EXHIBIT'A' - Page 66 of 114 10. An internal or external rubber chimney seal shall be installed on all sanitary manholes. A rubber seal extension, to cover additional heights of chimney not covered by the seal itself. The internal and external rubber seal and seal extensions shall be a manufactured by Cretex Specialty Products, NPC Specialty Products Mega -A -Lug (Oni- Flange), or equal. The sleeves shall be extruded from a high grade rubber compound conforming to the applicable requirements of ASTM C923. The bands used for compressing the sleeve and extension against the manhole shall be fabricated from 16 gauge stainless steel conforming to ASTM F 593 and 594, type. Installation of these rubber seals shall be in accordance with the manufactures recommendations. C. Manholes (Storm) 1. Manholes shall be constructed in accordance with the ASTM Specifications for "Precast Reinforced Concrete Manhole Risers and Tops", Designation C 478. The minimum wall thickness shall be five (5) inches for manholes four (4) feet in diameter. 2. The precast tops shall be of the eccentric cone type. Precast flat covers shall be not less than eight (8) inches thick and reinforced with two layers of steel with a minimum area of 0.39 square inches per linear foot in both directions in each layer. Precast flat bottoms of manholes shall also be reinforced the same as specified herein for precast flattop. Hoisting lugs or hooks shall be cast in place for handling and setting of the rings. Openings of proper sizes and suitable design shall be cast in place for receiving the sewer and/or drop pipes and connections. Adjusting riser rings shall be provided as approved by the Owner. 3. All manhole joints shall be tongue and groove and they shall be sealed with an O-ring and joint sealer conforming to Federal Specifications SS-S-00210 and similar to "Kent - Seal No. 2" as manufactured by the Hamilton Kent Manufacturing Co., of Kent, Ohio; "RAM-NEK" as manufactured by the K.T. Snyder Co. of Houston, Texas, or equal. Cracked or damaged barrel joints shall be rejected. 4. Manhole Steps. Steps shall be provided and manufactured of reinforced plastic and shall be twelve (12) inches wide and one (1) inch square. 5. Manhole Bases. Manhole bases shall be of cast -in -place monolithic concrete or precast concrete. Where sewer lines pass through or enter manholes, the invert channels shall be smooth and semi -circular in cross section and shall be formed directly in the concrete of the manhole base. Changes of direction of flow within the manholes shall be made with a smooth curve with as long as a radius as possible. The floor of the manhole outside the channels shall be smooth and slope toward the channel not less than one (1) inch per foot. 6. No mortar or concrete shall be placed in water, and no water shall be allowed to flow over or against the concrete before it has set for a period of time deemed sufficient by the Owner to prevent damage to the structure. The invert channel through manholes shall be provided and constructed to conform in shape and slope to that of the sewer. All invert EXHIBIT'A' - Page 67 of 114 channels are to have a properly mortared apron on either side, sloped to prevent solids deposition. Changes of direction of flow within the manhole shall be made with a smooth curve with as long as a radius as possible. 7. Adjusting Rings. A minimum of six (6) inches of adjusting rings are required to make final adjustments in elevation of the frame and cover. Adjustment shall only be accomplished by the use of precast concrete adjusting rings conforming to ASTM C 478. Rings shall be of a nominal thickness of not less than four (4) inches. Not more than twelve (12) inches total of adjusting rings shall be allowed for adjustment of the manhole frame and cover to required elevation. 8. Castings. All castings shall be as indicated on the plans and capable of supporting H-20 traffic loadings. All storm sewer manhole castings shall have lids with 2 inch high letters indicating "Storm Sewer". D. Concrete Inlets (Storm) 1. All inlets shall be constructed of reinforced pre -cast concrete sections with plain joints and 2" extrudable gasket to produce soil tightness (minimum). Inlets shall have tops as shown on the plans. Joints between sewer pipe and inlet walls shall be sealed with grout. 2. Precast concrete inlets shall be constructed in accordance with ASTM Standard C-478. Adjustment to final grade of inlet casting shall be accomplished by utilizing pre -cast concrete adjusting rings. Adjusting rings when required should be sized to adjust to Final Grade by using a maximum of three (3) adjusting rings. Adjusting rings shall be limited to less than one (1) foot of inlet depth. All inlet joints, along with the adjusting rings and top casting are to be sealed with 2- inch extrudable gasket (Kent Seal, Rub'R Nek LTM by Henry Co., or approved equal) to produce soil -tight joint (minimum). 3. Where sewer lines pass through or enter inlets, the invert channels shall be smooth and semi -circular in cross section and shall be formed directly in the concrete of the inlet base. Changes of direction of flow within the inlets shall be made with a smooth curve with as long as a radius as possible. The floor of the inlet outside the channels shall be smooth and slope toward the channel not less than one (1) inch per foot. 4. All castings shall be as indicated on the plans and capable of supporting H-20 traffic loadings. All inlets castings shall be stamped with a picture of a fish and wording similar to "No Dumping - Drains to River." E. Sewer Pipe to Manhole/Inlet Connections (Storm) 1. Joints between a manhole or inlet and a sewer pipe may be sealed with high strength, non -shrink grout, a flexible boot KOR-N-SEAL 1 or 2, flexible connector, cast -in -place Dura-Seal gasket, "A" -lock gasket or an approved equal. All connections shall provide for a watertight seal between the pipe and the manhole. EXHIBIT'A' - Page 68 of 114 2. New connections made to any existing structure shall be accomplished by coring entirely through the wall and base of the structure and sealed using one of the methods above. H400.07 PIPE INSTALLATION A. General 1. This section shall be divided into two (2) classifications - rigid and nonrigid pipe. Pipe materials such as concrete and clay pipe are considered rigid conduits. PVC and HDPE shall be considered nonrigid or flexible conduits. 2. The depths of the existing utilities (gas, water, telephone, etc.) are not shown on the plans unless they are otherwise noted on the plans as "field verified". The contractor should anticipate a certain number of vertical grade conflicts between the proposed sewer and the existing utility based on the depth and,size of the sewers, the number of utilities shown on the plans and previous experience. The Contractor shall include the time and expense which is typically associated with this type of conflict in his bid including down time, loss of productivity, mobilization and remobilization but not the cost of relocating the existing utility if that is found to be necessary. 3. Where horizontal and vertical separation from water lines cannot -be met (10 ft. horizontal measured from outside edge to outside edge and 18" vertical), the sewer material shall be either ductile iron, SDR 21 PVC or C900 PVC for a distance of 10 ft. on either side of the crossing point. 4. All pipe shall be constructed beginning from the lowest point and shall begin at either a new structure or connection to an existing structure. 5. The Contractor shall certify to the Engineer in writing that the initial starting elevation is accurate and has been verified from at least two (2) benchmarks. B. Rigid Conduit Installation (Concrete Pipe) 1. All rigid conduit for sewer pipe shall be laid to the lines and grades shown on the plans, unless otherwise directed by the Engineer. All rigid pipe shall be bedded in compacted granular material (# 8 Stone) to six (6) inches above the crown of the pipe and placed on a flat trench bottom. All granular bedding material shall be placed in the trench in approximately six (6) inch layers. Compaction shall be accomplished by hand or mechanical tamping or by "walking" the material in. 2. The laying of pipe in finished trenches shall be commenced at the lowest point, proceeding upstream, with the spigot ends pointing the direction of flow. EXHIBIT'A' - Page 69 of 114 3. The practice of blocking pipe up to grade with bedding material, then backfilling under is prohibited. The entire length of the bed section is to be at proper grade before installing pipe. 4. All pipes and specials shall be carefully inspected before being laid, and no cracked, broken or defective pipe or special shall be used in the work. All pipe shall be carefully inserted in the bell in such a manner that there will be no unevenness of any kind along the bottom half of the pipes and so that there is a uniform joint space all around. 5. All pipe that is field cut shall have the homing -marks reestablished, insuring for proper seating depths. Pipes that are field cut shall have the cut ends retapered, by grinding or filing, as close to the original taper provided by the manufacturer as possible. When homing pipe with a spud -bar or other mechanical equipment, other than by hand, place a piece of wood between pipe and tool to prevent damage to bell end -section. 6. Pipe laid in open cut shall have all trench spaces and voids solidly and completely filled with suitable earth materials from the excavations which shall be thoroughly and solidly rammed into place, unless otherwise specified. The joints shall be constructed as specified. The interior of the sewer shall, as the work progresses, be cleared of all dirt and superfluous materials of every description. Whenever pipe laying is discontinued, the unfinished end of the sewer shall be protected from displacement and cave-in or other injuries. During the process of the laying, care shall be taken to protect both pipes and joints from disturbance, and the trench shall be kept free from water until the joints shall have set. All surplus mortar or debris shall be promptly and completely removed from the interior of the pipes. On sewers twenty-four (24) inches in diameter and less, a disc mold or swab attached to a rod sufficiently long to pass two (2) joints from the end of the pipe last laid, shall be continuously worked through as the laying of the pipe proceeds. The ends of the pipes shall be protected to prevent the entrance of dirt or other foreign substances. Such protection shall be placed at night or whenever pipe laying is stopped for any reason. Suitable plugs designed for use with the pipe material shall be provided and properly secured and used to cap all slants and branches. Pipe end protection and devices shall be included in the prices bid per linear foot of sewer. C. Flexible Conduit Installation 1. Plastic sewer pipe (PVC) and other flexible pipe shall be carefully installed in accordance with the above specification for Rigid Conduit Installation, except where the following paragraphs modify those specifications. 2. The pipe shall be bedded in compacted granular material (# 8 Stone) to twelve (12) inches above the crown of the pipe. All granular bedding material shall be placed in the trench in approximately six (6) inch layers. 3. Compaction shall be accomplished by hand or Mechanical Tamping or by "Walking" the granular material in. EXHIBIT'A' - Page 70 of 114 H400.08 STRUCTURE INSTALLATION A. All manholes, inlets and similar drainage structures shall be installed so that the top of the inlet casting and frame (at the lowest point where surface water can enter) is flush with the final ground elevation. B. All structures shall be bedded on a minimum of 6 inches of compacted aggregate consisting of granular or crushed aggregate materials. No structure shall be set on soft or yielding soils. H400.09 TESTING Testing of sewers dnd manholes shall be as required in SECTION 1100 of this specification. EXHIBIT'A' - Page 71 of 114 This page intentionally left blank. EXHIBIT'A' - Page 72 of 114 SECTION H500 LANDSCAPING: H500.01 DESCRIPTION OF WORK The contractor shall provide the grading and seeding/sodding, where shown on the plans, where directed by the engineer, as specified herein, and to all areas disturbed as part of this project. H500.02 CONDITIONS Proceed with or complete grading and seeding/sodding rapidly as portions of the site become available, working within seasonal limitations. H500.03 SEEDING A. Seed. Provide fresh, clean, new -crop seed complying with tolerance or purity and germination established by Official Seed Analysts of North America. Provide seed mixture composed or the following mix: It shall be applied at the rate of 170 pounds per acre. Seed mixture R 95 lbs. Ky 31 Fescue 65 lbs. Perennial Rye Grass 10 lbs. Jasper Red Fescue Fertilizer & mulching material; where specified or directed, should be applied in accordance w/ INDOT 621.05. Seeding Dates shall be in accordance with the following schedule or as specified in the MOT specifications. B. Topsoil. Topsoil that is available as part of the excavated material shall be removed, stockpiled, and used to backfll the areas to be seeded to a minimum of 6" deep. All grass, weeds, roots, sticks, stones and other debris are to be removed and the seed bed carefully finished and graded by hand raking. Fine grade lawn areas to a smooth, even surface with loose, uniformly fine texture. Roll, rake, and drag lawn areas, remove ridges and fill depressions, as required to meet finish grades. Limit fine grading to areas which can be planted immediately after grading. If there is a deficiency of topsoil as part of the excavated materials, the Contractor shall provide topsoil from another source at no cost to the owner. C. Fertilizer. Fertilizer shall contain the specified percentages of total nitrogen, available phosphoric acid, and water soluble potash. The weight, name of plant nutrients, and guaranteed percentages shall be marked on the sealed fertilizer container. The fertilizer shall be raked into the seedbed to a depth of 2 inches. Fertilizer to be used: 12-12-12 at l0lbs. per 1,000 square feet EXHIBIT'N - Page 73 of 114 D. Mulch. Protect seeded areas from erosion by spreading mulch after completion of seeding operations. Mulch shall consist of: a. Dry straw or hay of good quality and at the rate of two and one half (2 %) tons per acre; or b. Wood cellulose or cane fiber mulch at the rate of one thousand (1,000) pounds per acre; or c. Manufactured mulch materials such as soil retention blankets, erosion control netting, or others that may be required on special areas of high water concentration or unstable soils. When these materials are used, follow the manufacturer's recommendation for installation. The seeded area shall be watered, maintained and patched as directed by the Engineer until the Contractor's work is completed and accepted. Within three months after work completion, the Contractor shall be required to correct any defective work, such as bare spots in grass coverage, erosion, gullies, etc. E. Water. The contractor shall water the seeded areas at the completion of the sowing/laying and weekly thereafter unless a natural rainfall of '/z inch has occurred within the same time span. The contractor shall assume the cost of the water used and is responsible for securing a water supply. 11500.04 SODDING A. Sod. The areas to be sodded shall be those areas which are shown on the plans or as specified in the Detailed Specifications. Sod shall be fibrous, well rooted bluegrass, or other approved sod, with the grass cut to a height of not more than three (3) inches. Edges of sod shall be cleanly cut, either by hand or machine, to a uniform thickness of not less than one and one half (1 1/4) inches, to a uniform width of not less than sixteen (16) inches, and in strips of not less than three (3) feet in length. Sod shall be free from all primary noxious weeds as defined by the Indiana State Seed Law. Sodding Dates shall be in accordance with the following schedule or as specified in the INDOT specifications. No sod shall be laid during the months of June, July and August, unless written permission is obtained from the Engineer. B. Topsoil. Topsoil that is available as part of the excavated material shall be removed, stockpiled, and used to backfill the areas to be seeded to a minimum of 6" deep. All grass, weeds, roots, sticks, stones and other debris are to be removed and the seed bed carefully finished and graded by hand raking. Fine grade lawn areas to a smooth, even surface with loose, uniformly fine texture. Roll, rake, and drag lawn areas, remove ridges and fill depressions, as required to meet finish grades. Limit fine grading to areas which can be planted immediately after grading. If there is a deficiency of topsoil as part of the EXHIBIT'A' - Page 74 of 114 excavated materials, the Contractor shall provide topsoil from another source at no cost to the owner. C. Fertilizer. Fertilizer shall contain the specified percentages of total nitrogen, available phosphoric acid, and water soluble potash. The weight, name of plant nutrients, and guaranteed percentages shall be marked on the sealed fertilizer container. The fertilizer shall be raked into the seedbed to a depth of 2 inches. Fertilizer to be used: 12-12-12 at IOlbs. per 1,000 square feet D. Water. Sod shall be watered sufficiently, and otherwise maintained so that it will be in a live, growing condition at the time other items of the contract are accepted, provided the period between placing sod and acceptance is greater than thirty (30) days. The contractor shall assume the cost of the water used and is responsible for securing a water supply. H500.04 MAINTENANCE Seeded or sodded areas shall be maintained by the Contractor. Settled and eroded areas shall be filled, graded, and re-seeded/re-sodded. Seeding/Sodding will not be accepted unless it is alive and healthy. EXHIBIT'A' - Page 75 of 114 This page intentionally left blank. EXHIBIT'A' - Page 76 of 114 SECTION H600 CURB, SIDEWALK, DRIVEWAYAND STREET REPAIR 11600.01 STREET REPAIR A. All work and material shall comply with Indiana Department of Transportation "Standard Specifications" and City of Richmond Standard Street Cut Repair Details where applicable. B. Backfill aggregate to be clean gravel/or stone/or approved equal. C. Concrete pad shall be at least 6 inches thick for streets other than residential and airport pavements where pavement is concrete. D. Compact all aggregate material in 6-inch layers to 95 percent standard proctor density. E. All unused material to be removed from site. F. Asphalt base must equal or exceed present thickness. G. Finish course not required on concrete that has not been resurfaced. H. Concrete thickness to equal or exceed present thickness. I. If permanent paving materials are readily available, resurface all openings within 20 day of refill. If permanent paving materials are not readily available, resurface temporarily with cold patch within 20 days. Streets must have cold patch or final surface before they can be opened to vehicular traffic. J. All areas of pavement that have been cracked, broken down, or marked up by equipment during the construction process shall be repaired. In some cases, a complete asphalt surface overlay may be required. K. Any settlement of pavement or shoulder is to be repaired for a period of two years after construction. L. No payment will be made for street repair beyond the limits shown or represented on the drawings unless agreed to by the Engineer prior to the work being completed. EXHIBIT'A' - Page 77 of 114 H600.02 CURB AND SIDEWALK REPAIR A. All curb and sidewalks shall be repaired to their original and/or better condition using Class "A" Concrete 4000 psi/ stone with fiber reinforcement. B. Handicap ramps will be paid for as sidewalk square footage unless a specific bid item for such has been included within the bid sheet. C. No payment will be made for curb or sidewalk repair beyond the limits shown or represented on the drawings unless agreed to by the Engineer prior to the work being completed. H600.03 DRIVEWAY REPAIR A. Driveways are to be poured coordinating with residences, schools, or businesses. The driveways are to remain open during school or business hours. If this is not possible a temporary entrance will need to be provided for the school or business. B. All driveways, parking areas, and such shall be repaired to their original and\or better condition. C. Any settlement of surface or pavement is to be repaired for a period of 52 weeks after construction. D. No payment will be made for driveway repair beyond the limits shown or represented on the drawings unless agreed to by the Engineer prior to the work being completed. EXHIBIT'A' - Page 78 of 114 SECTION H700 ASPHALT PAVEMENT H700.01 RELATED WORK SPECIFICATIONS 2013 INDOT Specifications Supplements Section 108 Prosecution & Progress Section 207 Subgrade Section 208 Finishing Shoulders, Ditches & Slopes Section 210 Final Trimming & Cleaning Section 303 Compacted Aggregate Base, Surface or Shoulders Section 401 Asphalt Pavements Section 402 Hot Mix Asphalt, HMA, Pavement Section 403 Cold Mix Asphalt, CMA, Pavement EXHIBIT'A' - Page 79 of 114 H700.02 Hot Mix Asphalt (HMA) Pavement A. The Indiana Department of Transportation (INDOT) Standard Specifications, Section 402, shall apply with the exceptions as noted. The current version of INDOT Specifications, recurring Special Provisions and Supplemental Specifications are applicable. B. The Design Mix Formula and Mixture Type prepared in accordance with 402.04, shall be based upon the following table and as may be amended from time to time: Mixture Type Type A Type B Type C Design ESAL 200,000 1,000,000 11,000,000 AADT <4,000 4,000-30,000 >30,000 Surface 9.5, 12.5mm 9.5, 12.5mm 9.5, 12.5mm Surface - PG Binder 64-22 64-23 76-22 Intermediate 9.5, 12.5, 19.Omm 9.5, 12.5, 19.Omm 9.5, 12.5, 19.Omm Intermediate - PG Binder 64-22 64-23 76-22 Base 25.0 mm 25.0 mm 25.0 mm Base - PG Binder 64-22 64-23 64-24 C. Recycled Asphalt Pavement (RAP) up to 25% may be used as substitute for a portion of the new material required to produce HMA mixtures. While using grater than 15% RAP the PG Binders listed in the above table shall be changed as follows: PG 64-22 to PG 58-28 ; PG76-22 to PG70-28 D. Type D Certification shall include the PG Binder Grade sent to the project. E. Tack Coat per section 902 "Asphalt Materials" in accordance with the latest INDOTSS shall be applied on a clean surface before placing the surface course. All HMA or concrete pavements shall be tacked at a ratio of no less than 0.03 to 0.08 gallons per square yard prior to placement of subsequent HMA mixtures. F. Prime Coat: If a prime coat is required on a new or existing compacted aggregated base, all compacted aggregate bases shall be primed at a rate of no less than 0.25 to 0.80 gallons per square yard prior to placement of subsequent HMA mixtures. G. All edges shall be saw cut prior to the placement of asphalt pavement or other road patch. EXHIBIT'A' - Page 80 of 114 SECTION H1000 CONCRETE H1000.01 CONCRETE Class "A" Concrete 4000 psi/stone with fiber reinforcement is to be used. Driveways are to be poured coordinating with residences, schools, or businesses. The driveways are to remain open during school or business hours. If this is not possible a temporary entrance will need to be provided for the school or business. A. Extent of Work is shown on drawings and includes the repair of replacement of curbs, roads, alleys, and driveways. It also includes the placement of any structure or reinforcing cradles. Includes toe wall placement at end of flared end section. B. Codes and Standards: Comply with provisions of following codes, specifications and standard, except where more stringent requirements are shown or specified: ACI 301 "Specifications for Structural Concrete for Buildings". ACI 318 "Building Code Requirements for Reinforced Concrete". Concrete Reinforcing Steel Institute, "Manual of Standard Practice". C. Materials and Installed Work may require testing and retesting as directed by the Engineer, at anytime during progress of work. Allow free access to material stockpiles and facilities. Tests, including retesting of rejected materials and installed work shall be done at Contractor's expense. H1000.02 FORM MATERIALS: A. Forms for Exposed Finish Concrete: Unless otherwise indicated, construct formwork for exposed concrete surfaces with plywood, metal, metal -framed plywood faced or other acceptable panel -type materials, to provide continuous straight, smooth, exposed surfaces. Furnish in largest practicable sizes to minimize number of joints and to conform to joint system shown on drawings. Provide form material with sufficient thickness to withstand pressure of newly placed concrete without bow or deflection. B. Forms for Unexposed Finish Concrete: Form concrete surfaces which will be unexposed in finished structure with plywood, lumber, metal or other acceptable material. Provide lumber dressed on at least 2 edges and one side for tight fit. 111000.03 REINFORCING MATERIALS: A. Reinforcing Bars: ASTM A 615, Grade 60 deformed EXHIBIT'A' - Page 81 of 114 B. Welded Wire Fabric: ASTM A 185, welded steel wire fabric. C. Supports for Reinforcement: Provide supports for reinforcement including bolsters, chairs, spacers and other devices for spacing, supporting and fastening reinforcing bars and welded wire fabric in place. Use wire bar type supports complying with CSI specifications, unless otherwise directed. D. Fiber Reinforcement: Use polypropylene concrete fiber reinforcement for concrete similar to Fabcrete Concrete Design Systems or Engineer Approved Equal. H1000.04 CONCRETE MATERIALS: A. Portland Cement: ASTM C 150, Class "A", unless otherwise acceptable to Engineer. B. Normal Weight Aggregates: ASTM C 33, and as herein specified. Provide aggregates from a single source for exposed concrete. C. Water: Potable. D. Air -Entraining Admixture: ASTM C 260 E. Available Products: Subject to compliance with requirement, products which may be incorporated in the work include, but are not limited to the following: "Sika Aer": Sika Corp. "MB-VR or MB-AE": Master Builders, "Dorex AEA": W.R. Grace, "Edoco 2001 or 2002": Edoco Technical Products. F. Moisture Barrier: Provide moisture barrier cover over prepared base material where indicated. Use only materials that are resistant to decay when tested in accordance with ASTM E 154, as follows: G. Polyethylene sheet not less than 6 mils thick. H. Non -Shrink Grout: I. Available Products: Subject to compliance with requirements, products which may be incorporated in the work include, but are not limited to the following: J. Non -Metallic: "Masterflow 713": Master Builders, "Sonogrout": Sonneborn-Contech, "Euco-NS": Euclid Chemical Co. EXHIBIT'A' - Page 82 of 114 "Crystex": L&M Const. Chemical Co. "Sure -Grip Grout": Dayton Superior Corp. "Horngrout": A.C. Horn. K. Moisture -Retaining Cover: One of the following, complying with ASTM C 171 Waterproof paper Polyethylene film Polyethylene -coated burlap. L. Design Mixes to provide normal weight concrete with the following properties and indicated on drawings and schedules: 4000 psi 28-day compressive strength, unless otherwise specified. M. Slump Limits: Proportion and design mixes to result in concrete slumps as follows: Walls: Maximum 4" Slump Sidewalk and Paving: Between 2-%2" to 3-%2" Slump Curb and Gutter: Maximum 2" Slump or approved by engineer. 111000.05 EXECUTION A. Forms: Design, erect, support, brace and maintain formwork to support vertical and lateral loads that might be applied until such loads can be supported by concrete structure. Construct formwork so that concrete members and structures are of correct size, shape, alignment, elevation and position. B. Design formwork: to be readily removable without impact. Shock of damage to cast - in -place concrete surfaces and adjacent materials. C. Placing Reinforcement: Comply with Concrete Reinforcing Steel Institute's recommended practice for "Placing Reinforcing Bars", for details and methods of reinforcement placement and supports, and as herein specified. Clean reinforcement of loose rust and mill scale, earth, ice, and other materials which reduce or destroy bond with concrete. Accurately position, support and secure reinforcement against displacement by formwork, construction, or concrete placement operation. Locate and support reinforcing by metal chairs, runners, bolsters, spacers, and hangers as required. EXHIBIT'N - Page 83 of 114 Place reinforcement to obtain at least minimum coverage for concrete protection. Arrange, space and securely tie bars and bar supports to hold reinforcement in position during concrete placement operations. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces. Install welded wire fabric in as long lengths as practical. Lap adjoining pieces at least one full mesh and lace splices with wire. Offset end laps in adjacent widths to prevent continuous laps in either direction. D. Concrete Placement: General: Comply with ACI 304: "Recommended Practice for Measuring, Mixing, Transporting, and Placing Concrete," and as herein specified. Deposit concrete continuously or in layers of such thickness that no concrete will be place on concrete that has hardened sufficiently to cause the formation of seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as herein specified. Deposit concrete as nearly as practicable to its final location to avoid segregation. Cold Weather Placing: Protect concrete work from physical damage or reduced strength which could be caused by frost, freezing actions, or low temperatures, in compliance with ACI 306 and as herein specified. Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen sub grade or on sub grade containing frozen materials. Do not use calcium chloride, salt and other materials containing antifreeze agents or chemical accelerators, unless otherwise accepted in mix designs. E. Finish Of Surfaces: Non -Slip Broom Finish: Apply non -slip broom finish to exterior concrete platforms, steps and ramps, and elsewhere as indicated. Immediately after trowel finishing, slightly roughen concrete surface by brooming with fiber bristle broom perpendicular to the main traffic route. Coordinate required final finish with Engineer before application. F. Concrete Curing and Protection: 1. General: Protect freshly placed concrete form premature drying and excessive cold or hot temperatures. EXHIBIT'A' - Page 84 of 114 Start initial curing as soon as free water has disappeared from concrete surface after placing and finishing. Weather permitting, keep protected against wind and rapid drying for at least seven (7) days. Begin final curing procedures immediately following initial curing and before concrete has dried. Continue final curing for at least seven (7) days in accordance with ACI 301 procedures. Avoid rapid drying at end of final curing period. 2. Curing Methods: Perform curing of concrete by curing and sealing compound, by moist curing, by moisture -retaining cover curing, and by combinations thereof, and as herein specified. Refer to INDOT Section 702.11 for cold weather curing. 3. Curbs: Provide monolithic finish to interior curbs by stripping forms while concrete is still green and steel -toweling surfaces to a hard, dense finish with corners intersections and terminations slightly rounded. H1000.06 QUALITY CONTROL TESTING DURING CONSTRUCTION: Concrete Testing Requirements: Concrete testing shall be done by an independent testing company as approve by the Engineer. Concrete testing shall be performed for sidewalks, curbs, driveways, roadways, structures and miscellaneous pours greater than 50 CY. Contractor shall pay for all concrete testing. Concrete testing shall be for compressive strength. H1000.07 METHOD OF MEASUREMENT Concrete will be measured by the square yard for placement to the lines, grades and dimensions as shown. H1000.08 METHOD OF PAYMENT Payment for concrete shall be made as indicated on the bid and as shown on the plans. Payment shall include all materials, equipment, hauling, compaction, labor and incidentals necessary to complete the work. EXHIBIT 'A' - Page 85 of 114 This page intentionally left blank. EXHIBIT'A' - Page 86 of 114 SECTION 111100 TESTS, GUARANTEES, ACCEPTANCE All testing shall be documented and signed by the Contractor and submitted to the owner for review and approval. Notice of testing shall be provided by the Contractor to the Owner no later than 48 hours in advance of scheduled tests. 111100.01 LOW PRESSURE AIR TESTING A. Air testing procedures shall follow guidelines outlined in ASTM specifications C828, C924, F1417 and/or Uni-Bell B6 for sanitary sewer pipes 24 inches and less in diameter. B. General: 1. Test pipes between adjacent manholes or structures. Test time for air pressure to drop 1.0 psi. (For pipes 4 in. through 36 in. diameter comply with Table 1) C. Preparation: 1. Isolate pipe section to be tested by plugging each end with air tight plugs. Plug ends of branches, laterals, and wyes which are to be included in test section. 2. Brace plugs to prevent slippage and blowout due to internal pressures. 3. One plug shall have inlet tap or other provision for connecting air supply. 4. Air control equipment shall consist of valves and pressure gauges to control rate at which air flows into test section and gauges to monitor air pressure inside pipe. Pressure meter device shall accurately show PSI to nearest 1/10 of one pound and shall respond to and record any change in void pressure instantly. Systems which incorporate bladders, hoses, or like for monitoring pressure and which have questionable accuracy will not be allowed. D. Testing: 1. If pipe to be tested is submerged in water, determine height of water above spring line of pipe at each end of test section and compute average. For each foot of water above pipes spring line, increase test pressure by 0.43psi. 2. Add air slowly to test section until pressure inside pipe is raised to 4.0 psi greater than average back pressure of water that may be over the pipe. EXHIBIT'A' - Page 87 of 114 3. After pressure of 4.0 psi (above average back pressure of water) for a minimum of 2 minutes to allow temperature of air to com into equilibrium with temperature of pipe. 4. Determine rate of air lost by time pressure drop method. a. After temperature stabilized for 2 minute period, disconnect air supply. Allow air pressure to decrease to 3.5 psi. At this pressure, start stopwatch to determine time required for pressure to drop 1.0 psi. Time required for loss of 1.0 psi is then compared to Table 1. b. If time is equal to or greater than time indicated in table, test shall be acceptable. c. If time is less than time indicated in table, make appropriate repairs and retest. Table 1 NOTE 1 - PRACTICE UNI-B-6-90 NOTE 2 - Consult with pipe and appurtenance manufacturer for maximum test pressure for pipe size greater than 30inches in diameter Pipe Diameter, in Minimum Time, min:s Length for Minimum Time, ft Time for Longer Length, s Specification Time for Length (L) Shown, min:s 100 ft 150 ft 200 ft 250 ft 300 ft 350 ft 400 ft 450 ft 4 3:46 597 0.380 L 3:46 3:46 3:46 3:46 3:46 3:46 3:46 3:46 6 5:40 388 0.854 L 5:40 5:40 5:40 5:40 5:40 5:40 5:42 6:24 8 7:34 298 1.520 L 7:34 7:34 7:34 7:34 7:36 8:52 10:08 11:24 10 9:26 238 2.374 L 9:26 9:26 9:26 9:53 11:52 13:51 1 15:49 17:48 12 11:20 199 3.418 L 11:20 11:20 11:24 14:15 17:05 19:56 22:47 25:38 15 14:10 159 5.342 L 14:10 14:10 11:24 14:15 17:05 19:56 22:47 25:38 18 17:00 133 7.692 L 17:00 19:13 25:38 32:03 38:27 44:52 51:16 57:41 21 19:50 114 10.470 L 19:50 26:10 34:54 49:37 52:21 61:00 69:48 78:31 24 22:40 89 13.674 L 22:47 34:11 45:34 53:58 68:22 79:46 91:10 102:33 27 25:30 86 17.306 L 28:51 43:16 57:41 72:07 86:32 100:57 115:22 129:48 30 28:20 80 21.366 L 35:37 53:25 71:13 89:02 106:50 124:38 142:26 160:15 33 31:10 72 25.852 L 43:05 64:38 86:10 107:43 129:16 150:43 172:21 193:53 36 34:00 66 30.768 L 51:17 76:55 102:12 128:12 153:50 179:29 205:07 230:46 H1100.02 VACUUM TESTING (SANITARY MANHOLES) A. General: 1. Test manholes as recommended by manufacturer. All sanitary manholes shall be tested for leakage/air tightness. 2. Provide equipment such as pumps, gauges, regulators, hoses, pipe plugs, and manhole frame plugs, necessary to perform air tests of manholes. Equipment configuration shall be such that there are no valves on or along air line EXHIBIT'A' - Page 88 of 114 between measuring point at manhole and pressure transducer or sensing device located in control unit on surface. Amount of pressure being exerted on joint shall be readable above ground pressure gauge. 3. Accuracy and calibration of pressure sensing/monitoring system shall have been certified by reliable testing firm within six-month period preceding use of equipment. Proof of certification shall be submitted. 4. Test sanitary manholes only. B. Equipment: 1. Pressure meter device shall accurately show PSIG to nearest 1/10 of one pound and shall respond to and record any change in void pressure instantly. 2. Systems which incorporate bladders, hoses, or like for monitoring pressure and which have questionable accuracy will not be allowed. C. Testing Procedure: 1. Test in accordance with ASTM C1244 2. Test by isolating manhole to be tested. 3. Draw vacuum of 10 in. of mercury (5 PSIG or 0.03 Bar) within manhole. 4. If required vacuum pressure cannot be developed, manhole shall have failed test. Manhole being tested will also have failed if pressure drops more than 1" mercury in 60 seconds. 5. Failure of manhole indicates need for sealing. Seal in accordance with manufacturer recommendations. 6. Retest until satisfactory results obtained. 1100.03 DEFLECTION TESTING A. Pipe deflection testing shall be performed on all solid wall and profile wall PVC or HDPE sanitary sewer and storm sewer piping greater than 8 inches in diameter. This shall be done in the presence of the Engineer. B. Pipe deflection testing shall be preformed no sooner than 30 days after backfilling and compacting to final grade using a 5% mandrel. EXHIBIT'A' - Page 89 of 114 C. Pipe is considered to have passed deflection test if mandrel can be drawn through pipe system without the aid of a mechanical device. D. Pipe systems that fail the deflection test shall be dug up and repaired at the contractor's expense. 1100.04 ACCEPTANCE/GUARANTEES A. All surplus material and trash shall be cleared and removed from site. B. Daily records shall be kept by the Contractor for all materials, labor and equipment used. These records shall be presented to the Resident Representative for checking purposes before noon of the Friday of the following week that on which the Materials, labor and equipment were used. C. All work, labor and materials, is to be guaranteed for one year after acceptance. EXHIBIT'A' - Page 90 of 114 DATE: September 11, 2018 TO: All Bidders FROM: Denise Johnson, Customer Service Manager RE: College Ave Storm Sewer 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, September 25, 2018 at 10:00am. Please mark Addendum 41 on outside of envelope when returning the bid. If you have any questions, please call Elijah Welch at 765-983-7483. EXHIBIT'A' - Page 91 of 114 Addendum No. I to the Drawings and Specifications for the City of Richmond, IN Richmond Sanitary District College Ave Storm Sewer Project Bid Date: Tuesday, September 25, 2018 at 10:00 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: Will temporary asphalt pavement (cold patch) be required during the winter months prior to HMA being available? ANWER 1: Street repair shall be completed as shown in the drawing details, with concrete street patch being brought to 1-1/2" of the surface. During winter months, it would be expected that, after the concrete is placed, cold patch be placed in all pipe trenches crossing perpendicular to the street (at a minimum) to facilitate snow removal. If snow removal is not possible by the street department using typical street plowing methods, the Contractor shall be responsible for maintaining access to driveways and streets throughout the winter or placing cold patch such that the Street Department can safely and adequately plow the street using typical street plowing methods. CONTRACTOR QUESTION 2: Is there an area to stage equipment and material? ANWER 2: The Richmond Sanitary District has not obtained any area outside of the current street right-of-way for staging or storage. The area in the center of the cul-de-sac at the south end of College Ave. is available for use. All disturbed or damaged areas or surfaces will be required to be repaired or replaced at no cost to the OWNER (work will be considered incidental). CONTRACTOR QUESTION 3: Can the street be closed? ANWER 3: College Ave. is not able to be closed as it is a dead end street (to the south). Access must be maintained at all times. EXHIBIT'A' - Page 92 of 114 CONTRACTOR QUESTION 4: What casting is to be used on the 60" Doghouse Manhole? ANWER 4: The casting used on this structure shall. be aNeenah R-2502 Type C. See Item 4 below. CONTRACTOR QUESTION 5: Is groundwater expected to be encountered? ANWER 5: See item No. 2 below and section H100.17 in the specifications. CONTRACTOR QUESTION 6: Is rock expected to be encountered? ANWER 6: Rock is not expected, but an undistributed quantity of rock excavation has been added to the bid sheet for pricing if it were to be found. It would be paid by the cubic yard of rock excavated. See applicable specifications and/or drawing notes. for additional information regarding rock excavation and classification. Item No. 2 Excerpts from two geotechnical reports completed for.other past, nearby projects have been included in this addendum for your information only and shall only be used at the discretion of the contractor. Neither report was prepared for this project and may lack sufficient evidence or boring information to draw accurate conclusions related to this project. Use this information at your own risk. Item No. 3 A revised bid sheet has been included in this addendum which is .to be used for bidding. This revised bid sheet shall replace the one originally issued. Item No. 4 A revised Structure Table is attached. This Structure Table shall.replace the one on sheet 5 of 5 of the plans. Please note casting changes and . Structure No. changes. Item No. 5 Proposed Storm Structure No. 9 as shown on sheet 3 of 5 of the plans shall use a Neenah R-2502 Type C casting instead of a Neenah R-3287-15-. casting as called out. Item No. 6 A copy of the sign -in sheet for the pre -bid meeting is attached. Please remember that the pre -bid meeting is NOT mandatory. EXHIBIT'N - Page 93 of 114 College Avenue Storm Sewer Improvement Project Bid Sheet REVISED - 9/11/2018 Item No. Description Qty Units Unit Price Qty Price 1 Mobilization/Demobilization 1 LS $ $ 2 Traffic Control I LS $ $ 3 60" Diameter Storm Doghouse Manhole w/ I EA $ $ Neenah R-2502 Type C Casting 4 12" HDPE Storm Sewer w/ Granular Backfill 82 LF $ $ 5 15" HDPE Storm Sewer w/ Granular Backfill 115 LF $ $ 6 18" HDPE Storm Sewer w/ Granular Backfill 170 LF $ $ 7 24" HDPE Storm Sewer w/ Granular Backfill 314 LF $ $ 8 Inlet Structure w/ Neenah R-3287-15 Casting 8 EA $ $ 9 Inlet Structure w/ Neenah R-2502 Type C Casting 1 EA $ $ 10 Pipe Plug 2 EA $ $ 11 Concrete Curb & Gutter 570 LF $ $ 12 6 inch Driveway Repair 53 SY $ $ 13 Lawn Restoration (Sod) 1 LS $ $ 14 Street Repair 479 SY $ $ 15 4 inch Concrete Sidewalk 6 SY $ $ 16 Gravel Driveway Repair 9 SY $ $ 17 Sanitary Lateral Relocation 6 EA $ $ (Fittings and upto 25' of 6" lateral each) (Undistributed) 18 Rock Excavation (undistributed) 5 CY $ $ Total Price: $ 1 have received addendum number(s) and the prices in this bid reflect these changes/clarifications. Contractor Authorized Signature Date EXHIBIT'A' - Page 94 of 114 REVISED STRUCTURE TABLE 09/11/2018 NEW STRUCTURE TABLE STRUCTURE NAME STRUCTURE TYPE CASTING TYPE RIM PIPES IN PIPES OUT NORTHING EASTING PROPOSED STORM STR#1 INLET NEENAH R-3287-15 956.30 12" RCP INV(E) = 953.34 1665621.02 540628.34 PROPOSED STORM STR#2 INLET NEENAH R-3287-15 956.70 12" RCP INV (W) = 952.73 15" RCP INV (N) = 952.63 1665621.75 540655.69 12" RCP INV (W) = 947.56 PROPOSED STORM STR#3 INLET NEENAH R-3287-15 951.60 18" HDPE INV (N) = 947.46 1665722.46 540649.56 15" RCP INV (S) = 947.56 PROPOSED STORM STR#4 INLET NEENAH R-3287-15 951.40 12" RCP INV (E) = 948.40 1665721.51 540622.52 PROPOSED STORM STR#5 INLET NEENAH R-3287-15 949.10 18" HDPE INV (S) = 944.03 18" HDPE INV (W) = 944.03 1665864.78 540649.91 PROPOSED STORM STR#6 INLET NEENAH R-3287-15 948.90 18" HDPE INV (E) = 942.94 24" HDPE INV (N) = 942.67 1665865.21 540622.76 PROPOSED STORM STR#7 INLET NEENAH R-3287-15 948.21 12" RCP INV (W) = 945.21 1666008.49 540659.37 12" RCP INV (E) = 943.83 PROPOSED STORM STR#8 INLET NEENAH R-3287-15 947.83 24" HDPE INV (N) = 941.85 1666009.62 540632.09 24" HDPE INV (S) = 941.95 24" HDPE INV (S) = 941.11 PROPOSED STORM STR#9 INLET NEENAH R-2502-TYPE C 947.09 24" HDPE INV (N) = 941.11 1666156.45 540655.22 15" HDPE INV (W) = 942.98 24" HDPE INV (S) = 941.01 PROPOSED STORM STR#10 60" DOGHOUSE MANHOLE NEENAH R-2502-TYPE C 947.04 36" RCP INV (W) = 938.44 166617S.48 540648.07 36" RCP INV (E) = 938.44 X A P D m CD m co rn 0 A Pre -Bid Meeting College Ave Storm Sewer Project Meeting Attendance Sheet September 6, 2018 10:00am Name Representing Email Phone Elijah Welch RSD ewelchc8richmondiridiana.gov, 765-969-1590 Gerald South RSD. -gsouthCo ichmondindiana.4ov 765-969-1989 Kevin Morrow RSD kmorrow(a)richmondindiana.gov 765-993-3561 Chris Davis RSD cdavis(cMchmondindiana.gov 765-983-7450 D4� /�� '%•� �% �.( C �%�..1�'l!'?/SC:�/ C7.y�� /� //�� fr r�9/'.:/✓/".Ji1v/'.n./1//�v _��Gu:'S: Z✓G.r.:.s• `i�y� S--a q- i0l3 FOSa LAC E` u1%rolq, @ EXCERPTS FROM THE 2016 NW 13TH STREET INTERCEPTOR PROJECT GEOTECHNICAL REPORT **CONTRACTOR TO USE AT HIS DISCRETION GEOTECHNICAL EVALUATION PROPOSED RICHMOND INTERCEPTOR - RICHMOND, INDIANA Prepared for COMMONWEALTH ENGINEERS, INC. 9604 COLDWATER ROAD, SUITE 20.3 FORT WAYNE, INDIANA 46826 By EARTH EXPLORATION, INC. 7770 WEST NEW YORK STREET INDIANAPOLIS, INDIANA 46214-2988 June 14, 2016 EXHIBIT'N - Page 97 of 114 r Geotechnical-Engineering Report ---) Geotechnical Services Are Performed for Specific Purposes, Persons, and Projects Geotechnical engineers structure their services to meet the specific needs of their clients. A geotechnical-engineering study conducted for a civil engineer may not fulfill the needs of a constructor — a construction contractor — or even another civil engineer. Because each geotechnical- engineering study is unique, each geotechnical-engineering report is unique, prepared solely for the client. No one except you should rely on this geotechnical-engineering report without first conferring with the geotechnical engineer who prepared it. And no one — not even you — should apply this report for any purpose or project except the one originally contemplated. Read the Full Report Serious problems have occurred because those relying on a geotechnical-engineering report did not read it all. Do not rely on an executive summary. Do not read selected elements only. Geotechnical Engineers Base Each Report on a Unique Set of Project -Specific Factors Geotechnical engineers consider many unique, project -specific factors when establishing the scope of a study. Typical factors include: the client's goals, objectives, and risk -management preferences; the general nature of the structure involved, its size, and configuration; the location of the structure on the site; and other planned or existing site improvements, such as access roads, parking lots, and underground utilities. Unless the geotechnical engineer who conducted the study specifically indicates otherwise, do not rely on a geotechnical-engineering report that was: • not prepared for you; • not prepared for your project; • not prepared for the specific site explored; or • completed before important project changes were made. Typical changes that can erode the reliability of an existing geotechnical-engineering report include those that affect: • the function of the proposed structure, as when it's changed from a parking garage to an office building, or from a light - industrial plant to a refrigerated warehouse; • the elevation, configuration, location, orientation, or weight of the proposed structure; • the composition of the design team; or • project ownership. As a general rule, always inform your geotechnical engineer of project changes —even minor ones —and request an assessment of their impact. Geotechnical engineers cannot accept responsibility or liability for problems that occur because their reports do not consider developments of which they were not informed. Subsurface Conditions Can Change A geotechnical-engineering report is based on conditions that existed at the time the geotechnical engineer performed the study. Do not rely on a geotechnical-engineering report whose adequacy may have been affected by: the passage of time; man-made events, such as construction on or adjacent to the site; or natural events, such as floods, droughts, earthquakes, or groundwater fluctuations. Contact the geotechnical engineer before applying this report to determine if it is still reliable. A minor amount of additional testing or analysis could prevent major problems. Most Geotechnical Findings Are Professional Opinions Site exploration identifies subsurface conditions only at those points where subsurface tests are conducted or samples are taken. Geotechnical engineers review field and laboratory data and then apply their professional judgment to render an opinion about subsurface conditions throughout the site. Actual subsurface conditions may differ — sometimes significantly— from those indicated in your report. Retaining the geotechnical engineer who developed your report to provide geotechnical-construction observation is the most effective method of managing the risks associated with unanticipated conditions. A Report's Recommendations Are Not Final Do not overrely on the confirmation -dependent recommendations included in your report. Confirmation - dependent recommendations are not final, because geotechnical engineers develop them principally from judgment and opinion. Geotechnical engineers can finalize their recommendations only by observing actual subsurface conditions revealed during construction. The geotechnical engineer who developed your report cannot assume responsibility or liability for the report's confirmation -dependent recommendations if that engineer does not perform the geotechnical-construction observation required to confirm the recommendations' applicability. A Geotechnical-Engineering Report Is Subject to Misinterpretation Other design -team members' misinterpretation of geotechnical-engineering reports has resulted in costly problems. Confront that risk by having your geotechnical engineer confer with appropriate members of the design team after submitting the report. Also retain your geotechnical engineer to review pertinent elements of the design team's plans and specifications. Constructors can also misinterpret a geotechnical-engineering report. Confront that risk by having your geotechnical engineer participate in prebid and preconstruction conferences, and by providing geotechnical construction observation. Do Not Redraw the Engineer's Logs Geotechnical engineers: prepare final boring and testing logs based upon their interpretation of field logs and laboratory data. To prevent errors or omissions, the logs included in a geotechnical-engineering report should never be redrawn for inclusion in architectural or other design drawings. Only photographic or electronic reproduction is acceptable, but recognize that separating logs from the report can elevate risk. Give Constructors a Complete Report and Guidance Some owners and design professionals mistakenly believe they can make constructors liable for unanticipated subsurface conditions by limiting what they provide for bid preparation. To help prevent costly problems, give constructors the complete geotechnical-engineering report, but preface it with a clearly written letter of transmittal. In that letter, advise constructors that the report was not prepared for purposes of bid development and that the report's accuracy is limited; encourage them to confer with the geotechnical engineer who prepared the report (a modest fee may be required) and/ or to conduct additional study to obtain the specific types of information they need or prefer. A prebid conference can also be valuable. Be sure constructors have sufficient time to perform additional study. Only then might you be in a position to give constructors the best information available to you, while requiring them to at least share some of the financial . responsibilities stemming from unanticipated conditions. Read Responsibility Provisions Closely Some clients, design professionals, and constructors fail to recognize that geotechnical engineering is far less exact than other engineering disciplines. This lack of understanding has created unrealistic expectations that have led to disappointments, claims, and disputes. To help reduce the risk of such outcomes, geotechnical engineers commonly include a variety of explanatory provisions in their reports. Sometimes labeled "limitations; many of these provisions indicate where geotechnical engineers' responsibilities begin and end, to help others recognize their own responsibilities and risks. Read these provisions closely. Ask questions. Your geotechnical engineer should respond fully and frankly. Environmental Concerns Are Not Covered The equipment, techniques, and personnel used to perform an environmental study differ significantly from those used to perform a geotechnical study. For that reason, a geotechnical- engineering report does not usually relate any environmental findings, conclusions, or recommendations; e.g., about the likelihood of encountering underground storage tanks or regulated contaminants. Unanticipated environmental problems have led to numerous project failures. If you have not yet obtained your own environmental information, ask your geotechnical consultant for risk -management guidance. Do not rely on an environmental report prepared for someone else. Obtain Professional Assistance To Deal with Mold Diverse strategies can be applied during building design, construction, operation, and maintenance to prevent significant amounts of mold from growing on indoor surfaces. To be effective, all such strategies should be devised for the express purpose of mold prevention, integrated into a comprehensive plan, and executed with diligent oversight by a professional mold -prevention consultant. Because just a small amount of water or moisture can lead to the development of severe mold infestations, many mold- prevention strategies focus on keeping building surfaces dry. While groundwater, water infiltration, and similar issues may have been addressed as part of the geotechnical- engineering study whose findings are conveyed in this report, the geotechnical engineer in charge of this project is not a mold prevention consultant; none of the services performed in connection with the geotechnical engineer's study were designed or conducted for the purpose of mold prevention. Proper implementation of the recommendations conveyed in this report will not of itself be sufficient to prevent mold from growing in or on the structure involved. Rely, on Your GBC-Member Geotechnical Engineer for Additional Assistance Membership in the Geotechnical Business Council of the Geoprofessional Business Association exposes geotechnical engineers to a wide array of risk -confrontation techniques that can be of genuine benefit for everyone involved with a construction project. Confer with you GBC-Member geotechnical engineer for more information. GEOTECHNICAL BUSINESS COUNCIL &ABCof theGcoprofccslonalBusineaAssorlotion 8811 Colesville Road/Suite G106, Silver Spring, MD 20910 Telephone:301/565-2733 Facsimile:301/589-2017 e-mail: info@geoprofessional.org wwwgeoprofessional.org Copyright 2015 by Geoprofessional Business Association (GBA). Duplication, reproduction, or copying of this document, or its contents, in whole or in part, by any means whatsoever, is strictly prohibited, except with GBA's specific written permission. Excerpting, quoting, or otherwise extracting wording from this document is permitted only with the express written permission of GBA, and only for purposes of scholarly research or book review. Only members of GBA may use this document as a complement to or as an element of a geotechnical-engineering report. Any other firm, individual, or other entity that so uses this document without being a GBA member could be commiting negligent or intentional (fraudulent) misrepresentation. I LEGEND I NOTES I EXPLORATORY LOCATION PLAN SB-1 9 Test Boring Location 1. Base map developed using aerial imagery from IndianaMap Earthstar GeograpNcs SIOa 2016. PROJECT: Proposed Richmond Interceptor ORB APPROVED BY: GAPI)y EPLOR4710.Y and Designation 2. Refer to the Log of Test Boring (43) in Appendv C and Sounding (shown in Table 1 of the report) for a description LOCATION: Richmond, Indiana MSw DROR AWN BV: t ofthe subsurface coraons encountered at the test boring CLIENT: Commonwealth Engineers, Inc. ME [-at 'a. 3. Barings were located in the field by Earth E plorauon, Inc. EEI PROJ. NO.: 1-16-059 DATE AND TIME: 1e°^+' �� x on March 7 & April 22, 2016. 4. Ground surface elevations at the test boring locations were SCALE: 1 = 2!]!)� 5/19 16 DRAWING NO.: provided by commonwealth Engineers,Inc EXHIBI W - Page 100 of 114 1-16-059.137 ,czp/wovy UNIFIED SOIL CLASSIFICATION SYSTEM / GENERAL NOTES FINE-GRAINED SOILS COARSE -GRAINED SOILS RELATIVE PROPORTIONS ORGANIC CONTENT BY COMBUSTION METHOD UNCONFINED RELATIVE N-VALUE* DEFINING RANGE BY SOIL CONSISTENCY STRENGTH (tsf I DENSITY Blows/ft TERM % OF WEIGHT Very Soft <0.25 Very Loose 0-4 Trace 0-5 DESCRIPTION LOI Soft 0.25 - 0.5 Loose 4 -10 Little 5 - 12 Trace Organic Matter 0 - 5% Medium 0.5 -1.0 Medium Dense 10 - 30 Some 12 - 35 Little Organic Matter 5 - 12% Stiff 1.0 - 2.0 Dense 30 - 50 And 35 - 50 Organic Silt/Clay 12 - 35% Very Stiff 2.0 - 4.0 Very Dense 50+ Sedimentary Peat 35 - 50% Hard >4.0 Fibrous and Woody Peat 50%± UNIFIED SOIL CLASSIFICATION AND SYMBOL CHART MAJOR DIVISIONS SYMBOLS & DESCRIPTIONS CLEAN GW WELL GRADED GRAVELS, GRAVEL -SAND GRAVEL AND GRAVELS MIXTURES, LITTLE OR NO FINES GRAVELLY Little or no fines GP POORLY GRADED GRAVELS, GRAVEL -SAND SOILS MIXTURES, LITTLE OR NO FINES GRAVELS GM SILTY GRAVELS, GRAVEL -SAND -SILT COARSE- More than 50% Of coarse fraction WITH FINES MIXTURES GRAINED retained on No. 4 GC CLAYEY GRAVELS, GRAVEL -SAND -CLAY SOILS sieve Appreciable amount of fines MIXTURES More than 50% of SW WELL GRADED SANDS, GRAVELLY SANDS, material coarser CLEAN SANDS LITTLE OR NO FINES than No. 200 sieve SAND AND Little or no fines SANDY SOILS Sp POORLY GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES More than 50% of coarse fraction SANDS WTH SM SILTY SANDS, SAND -SILT MIXTURES passing No. 4sieve FINES SC CLAYEY SANDS, SAND -CLAY MIXTURES Appreciable amount of fines INORGANIC SILTS AND VERY FINE SANDS, ML ROCK FLOUR, SILTY OR CLAYEY FINE SAND - OR CLAYEY SILTS WITH SLIGHT PLASTICITY INORGANIC CLAYS OF LOW TO MEDIUM SILTS AND LIQUID LIMIT FINE- .CLAYS LESS THAN 50 CL PLASTICITY, GRAVELLY CLAYS SANDY CLAYS, SILTY CLAYS, LEAN CLAYS GRAINED -SOILS OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY More than 50% Of MH INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE SANDY OR SILTY material finer than No. 200 sieve LIQUID LIMIT SOILS, ELASTIC SILT SILTS AND GREATER THAN CH INORGANIC CLAYS OF GHPLASTICITY, CLAYS FATATCLAYS 50 OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC SILTS HIGHLY ORGANIC SOILS PT PEAT, HUMUS. SWAMPSOILS WITHHIGH . ORGANIC CONTENT NOTE: DUAL SYMBOLS USED FOR BORDERLINE CLASSIFICATIONS EXPLORATORY SAMPLING ABBREVIATIONS GRAIN SIZE TERMINOLOGY US STANDARD SOIL FRACTION PARTICLE SIZE SIEVE SIZE Boulders Larger than 12-in. Larger than 12-in. Cobbles 3 to 12-in. 3 to 12-in. Gravel Coarse 3/4 to 3-in. 3/4 to 3-in. Fine 4.75 mm to 3/4-in. #4 to 3/4-in. Sand Coarse 2.00 to 4.75 mm #10 to #4 Mad 0.425 to 2.00 mm #40 to #10 Fine 0.075 to 0.425 mm #200 to #40 Silt 0.005 to 0.075 mm Smaller than #200 Clay Smaller than 0.005 mm Smaller than #200 Plasticity characteristics differentiate between silt and clay. AS - Auger Sample PID - Photo -Ionization Detector BF - Backfilled Upon Completion PMT - Borehole Pressuremeter Test BS - Bag Sample PT - 3-in. O.D. Piston Sample C - Casing: Size 2Yz-in., NW; 4-in., HW PTS - Peat Sample COA - Clean -Out Auger RB - Rock Bit CS - Continuous Sampler RC - Rock Core CW - Clear Water REC - Recovery DC - Driven Casing RQD - Rock Quality Designation DM - Drilling Mud IRS - Rock Sounding FA - Flight Auger S - Soil Sounding FT - Fish Tail SS - 2-in. O.D. Split -Spoon Sample HA - Hand Auger ST - Thin -Walled Tube Sample HSA - Hollow Stem Auger VS - Vane Shear Test NW - No Water Encountered WPT - Water Pressure Test LABORATORY TEST ABBREVIATIONS qp - Hand Penetrometer Reading, tsf qu - Unconfined Compressive Strength, tsf W - Moisture Content, % LL - Liquid Limit, % PL - Plastic Limit, % PI - Plasticity Index, % SL - Shrinkage Limit, % LOI - Loss on Ignition, % Y, - Dry Unit Weight, pcf pH - Hydrogen -Ion Concentration P20 - Percent Passing a No. 200 Sieve 'The penetration resistance, N, is the summation of the number of blows required to effect two successive 6" penetrations of the 2" O.D. split -spot sampler. The sampler is driven with a 140 lb weight falling 30" and is seated to a depth of 6" before commencing the standard penetration test 114 LOG OF TEST BORING Boring No...........sB-?Q.......... / ��i�c now =Wwwa� Pro osed Richmond Interce for Project.................p...........�........................1?.............. Location ....................Richmond,,Indiana.................... Client ............ Commonwealth. Engineers,, Inc........... 7770 West New York Street - Indianapolis, Indiana 46214 Elevation .............. ................ Datum -............... EEI Proi. No ..... 1-16-0.59........... Sheet ......1....... of ...... I....... 317-273-1690 / 317-273-2250 Fax Project No. .......... ................... Station ...............---.................... Weather ......... Sunny......... Driller ..........C.H...... Struct. No. -- Offset -- Temp. 45° F Ins ector --- SAMPLE DESCRIPTION/CLASSIFICATION and REMARKS SOIL PROPERTIES T Rec N Depth qP q° 7d W LL PL PI No. Value ft tsf tsf pcf —. Y. TOPSOIL SS-1 65 7 CL, SANDY CLAY, some gravel, very stiff, 3 14.8 brown SS-2 90 6 2 11.1 5 _ SS-3 100 28 — — CL-ML, SILTY CLAY, and sand, some gravel, >4Mi 10.1 SS-4 100 42 t0 — hard, brown >4'/z 8.6 SS-5 100 58 " " WEATHERED SILTSTONE soft moistgray x x X X X X WEATHERED SILTSTONE, and limestone, soft, moist, gray SS-6 X 75 95/0.8 End of Boring at 14.8 ft Auger refusal at 14.8 ft WATER LEVEL OBSERVATIONS GENERAL NOTES Depth SZ While 1 Upon Q 24 hrs Start . 3/lAM... End . 3/WO... Rig .CME 750.. ft Drilling Completion After Drilling Drilling Method ...... V47 I.D. HSA ATV To Water NW NW 8 Remarks ...Backfilled.with auger.cuttings and....,. To Cave-in 9% 9% bentonite,chip.ptug.nR.7np"rface... The stratification lines represent the approximate bounds soc the transition may be radual. LOG OF TEST BORING Boring No...........SB-51........... Project ........... Proposed Richmond.lnterceptor.......... Elevation .............. -................ Datum ...... -............... Location ....................Richmonddiana.................... .......... ,,In Client ............ Commonwealth. Engineers,. inc........... EEI Proj. No.....1-16-059 7770 West New York Street Indianapolis, Indiana 46214 Sheet .............. Of 317-273-16901317-273-2250 (Fax) Project No. .........:.- ................... Station ..................................... Weather .........Sunny.....:... Driller ..........C.H...... Struct. No. — Offset — Temp. 580 F Ins ector -- SAMPLE DESCRIPTION/CLASSIFICATION and REMARKS SOIL PROPERTIES No. T Rec N Value Depth ft qP tsf q tsf Ya pcf W % LL % PL % PI % 5 10 15 20 6 ASPHALTIC CONCRETE SS-1 45 . 7 —_: PORTLAND CEMENT CONCRETE ]/ 27.6 CL, SANDY CLAY, some gravel, medium, brown SS-2 65 26 — -- .. — — CL, SANDY CLAY, and gravel with limestone fragments, very stiff, brown and gray, (residual soil) 2 9.4 SS-3 so 37 WEATHERED LIMESTONE, soft, moist, gray End of Boring at 23.6 ft WATER LEVEL OBSERVATIONS GENERAL NOTES Depth SL While 1 Upon 5z ft Drilling Completion After Drilling To Water NW NW BF To Cave-in 21 Start .. Wl§.... End ..5/6/16.... Rig .Mobil......, Drilling Method ...... Vi"I.D.,HSA.,... .B-57ATV Remarks ... Backflled.with.auger.cuttings............. bentonite chips and concrete,patch,at surface,..... The stratification lines represent the approximate bounds a �c Agog AAF the transition ma be radual. EXCERPTS FROM 2006 FORCE MAIN PROJECT GEOTECHNICAL REPORT .**CONTRACTOR TO USE AT HIS DISCRETION** ( SUNURI-ACE INVESTIGATION PROPOSED SW E STREET LIFT STATION AND FORCE MAIN PROJECT I$Ci3INIOND, INDIANA ATC PROJECT No. 8630590.0002 - NovEMBm30, 2006 PREPARED FOR: DONOHUE & ASSOCIATES, INC. 101 WEST OHIO STREET, SUITE 820 INDIANAPOLIS, IN 46204 ATTENTION: MR. PAUL ELLING EXHIBIT'N - Page 104 of 114 Li/1 r)cL 7888 ndlanapolls, IN 46256-3346 vCenterp6int Drive, -Suite 100 3i7-849-4990 Fax 317-849-4278 ASSOCIATES I MC. www.atCassoclates.com Engineering Individual Solutions November 30, 2006 Donohue & Associates, Inc. 101 West Ohio Street, Suite 820 Indianapolis, IN 46204 Attention: Mr. Paul Elting Re: Subsurface Investigation Proposed 9"WE Street Lift Station and Force Main Project Richmond, Indiana ATC ProjectNo. 86.30590.0002 Gentlemen: Submitted herewith is the report of our subsurface investigation for the referenced project. This study r was authorized in accordance with your Subconsultant Services Agreement dated September 20, 2006 t and our Proposal No. PE-06-051.0 dated August 31, 2006. This report contains the results of our field and laboratory testing program,. an engineering interpretation of this data with respect to the available project characteristics and recommendations to. aid design. and construction of the earth -connected phases of this project. We wish to remind you that we will store the samples for 30 days after which time they will be discarded unless you request otherwise. We appreciate -the opportunity to be of service to you on this project. 'if we can be of any further assistance, or if you have any questions regarding this report, please do not hesitate to contact either of the undersigned. ,,,,,►MESS�oiq�� Sincerely, �.�,,,P T ATC ' t Inc, _ z; No. ; �= 21494 .Q STATE OF P.E. �i�%�/ONA4�`David L. Warder, Ph.D., P.E. Tho as J. Stree ng, ��iuunnu�q� P cipal Engineer Principal Engineer , Copies: (3) Donohue & Associates, Inc. Attn: M. Paul Elling EXHIBIT'A' - Page 105 of 114 Subsui face Investigation ATC Project No. 86.30590.0002 Proposed SW E Street Lift Station and Force Main Project November 30, 2006 Richmond, Indiana Page 11 7.0 LMffATIONS OF STUDY An inherent limitation of any geotechnical engineering study is that conclusions must be drawn on the basis of data collected at a limited number of discrete locations. The recommendations provided in this report were developed from the information obtained from the test borings that depict subsurface conditions only at these specific locations and at the particular time designated on the logs: Soil conditions at other locations may differ from conditions occurring at these boring locations. The nature and extent of variations between the borings may not become evident until the course of construction. If variations then appear evident, it will be necessary to re-evaluate the recommendations of this report 3' after perfonning on -site observations during the excavation period and noting the characteristics of any variation. Our professional services have been performed, our findings obtained and our reeonunendations prepared in accordance with generally accepted geotechnieal engineering principles and practices. This warranty is in lieu of all other warranties either express or implied. This company is not responsible for the independent conclusions, opinions or recommendations made by others based on the field exploration and laboratory test data presented in this report. The scope of our services does not include any environmental assessment or investigation for the presence or absence of hazardous or toxic materials in the soil, ground water or ' surface water within or beyond the site studied. EXHIBIT'A' - Page 106 of 114 I r N EARLH" B- f S.W. B ST. COLLEGE B-z S.W. F ST. /`.-- B-3 B-5 ii B-4 I S.Ir. G ST. i B-61 + i fi00 0 200 400 600 SCALE: 1" = 600 B-71 7T I / II LEGEND: -•-/ 8-81 ii � 18-1 SOIL BORING T = % T `- Bodng IdeniiRcoli°n O) _______ _____ i i ❑ 8-10� b B-f1 B-12_y_ T IE/ B-13+ 0 B-14♦ B-15 B-18 8-19 TEST ROAD ROAD Piojua Humber '• sP °1= 86.30590.0002 BORING PLAN °0 90-2A Ts PROPOSED S.W. E STREET LIFT STATION °SScull?.,A°pd °' AND FORCE MAIN PROJECT 10/06 ASSI'SHOWN V Fi,um S.W. E STREET TO TEST .ROAD RICHMOND, INDIANA EXHIBIT'A' - Page 107 of 114 7988 Centerpoint Drive, Suite 100 TEST BORING LOG Indianapolis, .I N. 46256 (317) 849-4990 4 O° I AT R 0 1 n G• Fax (317) 849-4278 CLIENT Donohue & Associates BORING # 13-3 PROJECT NAME Proposed Interceptor Sewer, Lift Station & Force Main JOB # 86.30590.0002 PROJECT LOCATION S.W. E Street to Test Road Richmond, Indiana DRILLING and SAMPLING INFORMATION TEST DATA Date Started 1=106 Hammer WL 140 ms. Date Completed 1012106 Hammer Drop 30 In. Drill Foreman C. Carroll Spoon Sampler OD 2.0 In. c Inspector T. Struewlna Rock Core Dia. — in. c E Boring Method HSA Shelby Tube OD -- in. E3 E r�� a,° �j y SOIL CLASSIFICATION � 8 4:! { ya�i 03 a cJo m a gn � Q m � � In � a 11 cc ELEVATION w o J5 a z a 0 U) m M o a! Asphalt and crushed Limestone 0.9 4.5 inches of asphalt 1 Brown anrfgray—mois 7medium s lTr8K7TaA (-- SS 3-3A — pavement (CL) with trace fine sand 3.5 6.0 Inches of crushed __ --- — -_———---- limestone 2 Brown-- and gray—, slightly moist--, ver—ystiff— SILTY CLAY SS 5-13-17 — (CL) with sand and limestone fragments 6.0 5 3 J Gray, weathered to slightly weathered, fractured, SS 60/0.4' — dolomitic Limestone with clay seams and Irregular JA Auger refusal at 8.0 ft C-1 bedding surfaces RC Rock cored from 8.0 ft to 10 15.0 ft Recovery = 74% RQD = 5% 15.0 15 Borehole was plugged with Bottom of Test Boring at 15.0 ft concrete at completion Boring located at intersection of S.W. G St. and S.W. 5th St. Sample Type Depth to Groundwater Sorina Method SS - Driven Split Spoon ig Noted on Drilling Tools None ft. HSA -Hollow Stem Augers ST -Pressed Shelby Tube g At Completion � fL CFA - Continuous Flight Augers CA -Continuous FllghtAuger ,X_ After -- hours -- ft. DC - Driving Casing RC -Rock Core pL Cave Depth $,0 ft, MD -Mud Drilling CU - Cuttings P HA - Hand Auger CT -Continuous Tube Page 1 of 1 EXHIBIT'A' - Page 108 of 114 7988 Centerpoint Drive, Suite 100 TEST BORING LOG Indianapolis, IN 46256 (317) 849-4990 ( AOOOOtATEA txt:. Fax (317)849-4278 A CLIENT Donohue & Associates BORING # B-4 PROJECT NAME Proposed Interceptor Sewer, Lift Station & Force Main JOB # 86.30590.0002 PROJECT LOCATION S.W. E Street to Test Road Richmond, Indiana DRILLING and SAMPLING INFORMATION TEST DATA Date Started 10/2106 Hammer WL 140 lbs. Date Completed 1012106 Hammer Drop 30 in. Drill Foreman C. Carroll Spoon Sampler OD 2.0 In. c Inspector T. Strueuvinq Rock Core Die. - In. E Boring Method HSA Shelby Tube OD -- In. Yi 6_ 0 c - y o �u c CO U d SOIL CLASSIFICATION E a= 2 o. 4 Ed SURFACE ELEVATION �N, E to E E o E co co co co NK Wm a..0. a Ass haft and Concrete _ 0.7 2.0 inches of asphalt Brown, slig�it[y_moist, clayey sand and gravel 1 SS 10-10-7 — pavement (POSSIBLE FILL) 6.25 Inches of concrete 2 SS 5-5-6 — 5 3 SS 4-2-1 — __^__________________ 8.5 Brown, moist, stiff SILTY CLAY (CL) with limestone 4 SS jig 4-4-10 — fragments __________________ 11 0 10 t= Gray, weathered to slightly weathered, fractured, 5 SS 50/0.4' — dolomitic Limestone with clay seems and Irregular bedding surfaces Auger refusal at 13.5 ft _176 SS 50/0.2' — Rock cored from 13.5 ft to 15 C-1 RC 1 B.5 ft —17 Recovery = 92% ROD = 40% 18.7 Bottom of Test Boring at 18.7 ft Borehole was plugged with concrete at completion Sample Type SS - Driven Split Spoon ( ST -Pressed Shelby Tube 1 CA - Continuous Flight Auger RC - Rock Core CU - Cuttings CT - Continuous Tube Depth to Groundwater Noted on Drilling Tools None ft. 2 At Completion _r ft. - After - hours -- fL 4 Cave Depth 9.6 ft. Boring located on S.W. G St., 10D ft east of College Ave. Boring Method HSA - Hollow Stem Augers CFA - Continuous Flight Augers DC - Driving'Cesing MD Mud Drilling HA - Hand Auger Page 1 of 1 EXHIBIT'A' - Page 109 of 114 7988 Centerpoint Drive, Suite 100 TESL' BORING LOG T Indianapolis, IN 46266 (317) 849-4990 A 6 0 0 l A T 6 0 I x O. Fax (317) 849-4278 CLIENT Donohue & Associates BORING # B-6 PROJECT NAME Proposed Interceptor Sewer, Lift Station & Force Main JOB # 86.30590.0002 PROJECT LOCATION S.W. E Street to Test Road Richmond, Indiana DRILLING and SAMPLING INFORMATION TEST DATA Date Started 1012/06 Hammer Wt. 140 lbs. Date Completed 1012106 Hammer Drop 30 in. Drill Foreman C. Carroll Spoon Sampler OD 2.0 In. _r c Inspector T. Struetruing Rock Core Die. -- in. c E Boring Method HSA Shelby Tube OD — In. Y3F IR.G o E SOIL CLASSIFICATION Eli i SURFACE ELEVATION A o o 13 I psoil -- 0.3 Gaywith sandana trace gravel- 1LL)--------- 3.0own and black, slightly moist to mosit, silty clay fth sand, gravel, glass, cinders and concretegments (FILL) -wet, with wood below 8.5 It 10 15 ___________ ______ _ 21.0 20 Gray, wet, medium dens. SILiii a SAND (SM)- 23.5 Gray, very weathered Limestone with clay 25 ---------------------- 27.0 Gray, weathered to sgghtly weathered, fractured, dolomitic Limestone with clay seams 30 32.0 Bottom of Test Boring at 32.0 it Sample Type SS - Driven Split Spoon ST -Pressed Shelby Tube CA - Continuous Flight Auger RC - Rock Core CU - Cuttings CT - Continuous Tube SS SS SS SS SS SS SS SS SS SS SS RC (c o. m 3 ' v n 5-5-6 5.4-3 2-2-1 1-1-2 2-2-2 2-1-2 1-1-2 7-B-13 29-33-40 5010.1' Depth to Groundwater Noted on Drilling Tools 12.0 ft. SL At Completion Dry ft. X After hours 4 Cave Depth 22.5 ft. m b° m c CD IL co — Auger refusal at 21.0 ft Rock cored from 27.0 ft to 32.0 ft Recovery = 90% RQD = 0% Lost water return at 28.0 ft Boring located on south side of S.W. G St., 100 ft west of College Ave. Boring Method HSA - Hollow Stem Augers CFA -Continuous Flight Augers DC - Driving Casing MD -Mud Drilling HA - Hand Auger Page 1 of 1 EXHIBIT'A' - Page 110 of 114 7988 Centerpoint Drive, Suite 100 TEST GORING LOG Indianapolis, IN 46256 (317) 849-49RO Fax (317) 849-4278 1 CLIENT Donohue & Assoclatds BORING # B-6 PROJECT NAME Proposed Interceptor Sewer, Lift Station & Force Main Joe# 86.30690.0002 PROJECT LOCATION S.W. E Street to Test Road Richmond, Indiana DRILLING and SAMPLING INFORMATION TEST DATA Date Started 1113106 Hammer Wt. 140 lbs. Date Completed 1113106 Hammer Drop 30 in. Drill Foreman W. Bates Spoon Sampler OD 2.0 In. Inspector T. StruemAnst Rock Core Dia. -- In. E Boring Method HSA Shelby Tube OD a In. Y3 C o E Er�n� � d SOIL CLASSIFICATION E SURFACE ELEVATION N o O w Topsoil 0.9 Whir Gown, sog-fitly mots' , slty clay muff-uiusFiea limestone and cobbles (FILL) - Bottom of Test Boring at 6.5 ft Sample Type SS - Driven Spot Spoon ST -Pressed Shelby Tube CA - Continuous Flight Auger RC -Rock Core CU - Cuttings CT - Continuous Tube b 6.5 H SS SS SS 3 E iu o a a c C9 m Depth to Groundwater ' �1 Noted on Drilling Tools None ft. 9 At Completion _Pry fi. I After - hours -- ft .g Cave Depth — ft 3-5-11 18-21-11 5010.2' >v a m � a°a D - 113oulderencountereciaL6.5 ft Auger refusal at 6.5 ft Boring located 250 ft south of S.W. G Street and 50 ft west of Earlham College property line. Boring Method HSA - Hollow Stem Augers CFA - Continuous Flight Augers DC - Driving Casing MD - Mud Drilling HA - Hand Auger Page 1 of 1 EXHIBIT'A' - Page 111 of 114 7988 Centerpoint Drive, Suite 100 `'EST BORING LOG V Indianapolis, IN 4256 (317) 8494990 A O O O O I A T e• I N 0. Fax (317) 849-4278 CLIENT Donohue & Associates BORING #t B-7 PROJECT NAME Proposed Interceptor Sewer Lift Station & Force Main JOB a 86.30590.0002 PROJECT LOCATION S.W. E Street to Test Road Richmond Indiana: DRILLING and SAMPLING INFORMATION Data Started 1113106 Date Completed 1113106 Drill Foreman W. Bates Inspector T. Strumtnrinn Boring Method HSA Hammer Wt. 140 lbs. HammerDrop 30 in. Spoon Sampler OD 2.0 in. Rock Core Dia. -- in. Shelby Tube OD — In. SOIL CLASSIFICATION E o ai o aw a U) z (0 o`, CU a 3 co U) SURFACE ELEVATION TopBoll Dark brown, moist, medium stiff SILTT CLAY (CL) _________________ __ Light brown and gray, slightly moist, hard SILTY CLAY (CL) with sand and gravel 0.7 3.0 5.5 5-- SS SS 1 2 Bottom of Test Boring at 6.5 ft Sample Type r SS - Driven Split Spoon ST -Pressed Shelby Tube CA -Continuous Flight Auger RC - Rock Core CU - Cuttings CT - Continuous Tube LJ11 lu uluUlluWtllcl S Noted on Drilling Tools None n. _V At Completion _eft. I After mm hours ft. la Cave Depth 6.5 ft. 1�- EcE p� c c a; c �� o �� E �n —m 2 a a a 3-3-4 1 1 — 6-15-34 1 1 - - Auger refusal at 5.5 ft Boring located 550 ft south of S.W. G Street and 50 ft west of Eartham College property line. Borino Method HSA -Hollow Stem Augers CFA - Continuous Flight Augers DC -Driving Casing MD -Mud Drilling HA - Hand Auger Page 1 of 1 EXHIBIT'A' - Page 112 of 114 7988 Centerpoint Drive, Suite 100 TEST BORING LOG Indianapolis, IN 46256 90 (317)849-4990 Fax. (317) 849-4278. CLIE Associates BORING # B-8 PROJECT NAME Proposed Interceptor Sewer Lift Station & Force Main JOB # 86.30590.002 PROJECT LOCATION S.W. E Street to Test Road Richmond, Indiana DRILLING and SAMPLING INFORMATION TEST DATA Date Started 1113108 Hammer Wt. 140 lbs. Date Completed 1113106 Hammer Drop 30 In. Drill Foreman W. Bates Spoon Sampler OD 20 in. F Inspector T. StruevAng Rock Core Dia. -- in. o 0 Boring Method HSA Shelby Tube OD - In. 138 _c n� c 9 SOIL CLASSIFICATION SURFACE ELEVATION o o N i ' Topsoll j 0•7 Brown, moist, medium stiff SILTY CLAY (CL) w)tti trace sand and gravel 3.5 _____________ Brown, moist, stiff to very stiff SANDY SILTY CLAY (CL) with trace gravel 5 9.0 -------- Dark gray, dolomitic Limestone 9.5 Bottom of Test Boring at 9.5 ft sample Type SS - Driven Split Spoon ST -Pressed Shelby Tube CA - Continuous Flight Auger RC - Rock Core CU - Cuttings CT - Continuous Tube iz : r m 9 V W, rnac ° 9 (L fD d) �� 8 S a a SS SS SS SS s M 2-3-4 6-6-7 7-9-8 50/0.21 3.0 3.75 3.0 - 1 2 3 41 Depth to Groundwater 4 Noted on Drilling Tools None ft. .V At Completion X After -- hours 3i Cave Depth _8.6 ft. Auger refusal at 9.5 ft Boring located 500 ft north 'of Earlham Drive and 40 ft west of property line. NSA -Hollow Stem Augers CFA - Continuous Flight Augers DC -Driving Casing MD -Mud Drilling HA -Hand Auger Page 1 of 1 EXHIBIT'A' - Page 113 of 114 n FIELD CLASSIFICATION SYSTEM FOR SOIL EXPLORATION NON COHESIVE SOILS (Silt, Sand, Gravel and Combinations) Densi Very Loose - 5 blows/il: or less Loose - 6 to 10 blows/ft Medium Degree - 11 to 30 blows/ft Dense - 31 to 50 blows/il Very Dense - 51 blows/ft or more Relative Proportions Descriptive Term Percent Trace 1-10 Little 11— 20 Some 21— 35 And 36 — 50 Particle Size Identification Boulders - 8 inch diameter or more Cobbles - 3 to 8 inch diameter Gravel - 'Coarse -1 to 3 inch Medium - %2 to 1 -inch Fine - '/a to %z inch Sand - Coarse 2.00mm to %a inch (dia. of pencil lead) Medium 0.42 to 2.00mm (dia. of broom straw) Fine 0.074 to 0.42mm (dia. of human hair) Silt 0.074 to 0.002mm (cannot see particles) COHESIVE SOILS (Clay, Silt and Combinations) Consistency Very Soft - 3 blows/ft or less Plasticity Degree of Plasticity Plasticity Index Soft - 4 to 5 blows/ft None to slight 0-4 Medium Stiff - 6 to 10 blows/ft Slight . 5-7 Stiff - 11 to 15 blows/ft Medium 8 — 22 Very Stiff - 16 to 30 blows/ft High to Very High over 22 Hard - 31 blows/ft or more Classification on logs are made by visual inspection of samples. Standard Penetration Test — Driving a 2.0 in. O.D. 1-3/8 in. I.D. sampler a distance of 1.0 ft into undisturbed soil with a 140 pound hammer free falling a distance of 30.0 in. It is -customary for ATC to drive the spoon 6.0 in. to seat into undisturbed soil, then perform the test. The number of hammer blows for seating the spoon and snaking the test are recorded for each 6.0 in. of penetration on the drill log (example — 6/8/9). The standard penetration test result can be .obtained by adding the last two figures (i.e., 8 + 9 =17 blows/ft). (ASTM D-1586-67). Strata Changes — In the column "Soil Descriptions" on the drill log the horizontal lines represent strata changes. A solid line () represents an actually observed change. A dashed line (-----) represents an estimated change. Ground Water observations were made at the times indicated. Porosity of soil strata, weather conditions, site topography, etc., may cause changes in the water levels indicated on the logs EXHIBIT'A' - Page 114 of 114 College Avenue Storm SLwer?i]nprovement'Projeca" BUStieet TI2�t/2015•. Item No. Description 1 Mobilization/Demobilization 2 Traffic Control 3 60" Diameter Storm Doghouse Manhole 4 12" HDPE Storm Sewer w/ Granular Backfill 5 15" BDPE Storm Sewer w/ Granular Backfill 6 18" HDPE Storm.Sewer w/ Granular Backfill 7 24" HDPE Storm Sewer w/ Granular Backfill 8 Inlet Structure iv/ Neenah R 3287-15 Casting 9 Pipe Plug 10 Concrete Curb 8c Gutter 11 6 inch Driveway Repair 12 Lawn Restoration (Sod) 13 Street Repair 14 4 inch Concrete Sidewalk 15 Gravel Driveway Repair 16 Sanitary Lateral Relocation (Fittings and upto 25' of 6"'lateral each) (Undistributed) Qty Units Unit Price Qty Price I LS $ SSW $ %-00 CJe I LS $ 1 EA $ •c-O$ c oe� C"i 82 LF $ I %.00 - 13 ci (4 , 09 ITS LF 170 LF $ 1 c1. 7 C 314 LF $ gD, CD $ g� O 9 EA. $ p1 �7 �%0 . tl0$ v. 0 00 2 EA $.�dQ vd$ Clot, •� 570 LF $'� �. �� $ / r f !g� , C/o 53 SY $ 76. 00 $ / J^ 1 LS $ /SCJU• $ /Sw•:00 479, SYY 6 SY $ aD 9 SY $ „1D,CAD $ 6 EA $ $ 3 0 D o • GU Total Price: I have received addendum number(s) , and the prices in this bid reflect these changes/clarifications. fi a a yr Authorized Signature Date EXHIBIT'B' - Page 1 of 8 ,' A�( sTATFQC CONTRACTOR'S BID FOR PUBLIC WORK - FORM 96 "I State Forth 52414 (R212-13)1 Form 96 (Revised 2013) 1 Prescribed by State Board of Accounts PART I (To be completed for all bids. Please type or print) Date (month, day, year): 97 102wr 1. Governmental Unit (Owner): 2. County : 0,t%rV, 3. Bidder(Firm): Pro ath. C Address:_ City/State/ZlPcode: f? J,011 �T'Aj% Gf 7 S 7ca 4. Telephone Number: ? <r �f 'P 7 7 — /seO 5. Agent of Bidder (rf applicable): Pursuant to notices given, the undersigned offers to furnish labor and/or material necessary to complete the public works project of 0�0 se S /Wr-w► Stk-4_� of (Governmental Unit) in accordance with plans and specifications prepared by go and dated for the sum of The undersigned further agrees to furnish 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 addendums attached will be specifically referenced at the applicable page. If additional units of material included in the contract are needed, the cost 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 a unit basis, the itemization of the units shall be shown on a separate attachment. The contractor and his subcontractors, if any, shall not discriminate against or intimidate any employee, or applicant for employment, to be employed in the performance of this contract, with respect to any matter directly or indirectly related to employment because of race, religion, color, sex, national origin or ancestry. Breach of this covenant may be regarded as a material breach of the contract. CERTIFICATION OF USE OF UNITED STATES STEEL PRODUCTS (If applicable) e 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 by me for this project will use U.S. steel products on this project if awarded. I understand that violations hereunder may result in forfeiture of contractual payments. EXHIBIT'B' - Page 2 of 8 ACCEPTANCE The above bid is accepted this day of _ following conditions: Contracting Authority Members: PART II (For projects of $150, 000 or more — IC 36-1-12-4) subject to the Governmental Unit: Bidder (Firm) Date (month, day, year): 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 I EXPERIENCE QUESTIONNAIRE 1. What public works projocts has your organization completed for the period of one (1) year prior to the. date of the current bid? Completion Contract Amount Class of Work Date Name and Address of Owner 2. What public works projects are now in process of construction by your organization? Contract Amount Class of Work Expected Completion Date Name and Address of Owner EXHIBIT'B' - Page 3 of 8 3. Have you ever failed to complete any work awarded to you? If so, where and why? 4. List references from private firms for which you have performed work. SECTION II PLAN AND EQUIPMENT QUESTIONNAIRE Explain your plan or layout for performing proposed work. (Examples could include a narrative of when you could begin work, complete the project, number of workers, etc. and any other information which you believe would enable the governmental unit to consider your bid.) 2. Please list the names and addresses of all subcontractors (i.e. persons or firms outside your own firm who have performed part of the work) that you have used on public works projects during the past five (5) years along with a brief description of the work done by each subcontractor. EXHIBIT'B' - Page 4 of 8 3. If you intend to sublet any portion of the work, state the name and address of each subcontractor, equipment to be used by the subcontractor, and whether you will require a bond. However, if you are unable to currently provide a listing, please understand a listing must be provided prior to contract approval. Until the completion of the proposed project, you are under a continuing obligation to immediately notify the governmental unit in the event that you subsequently determine that you will use a subcontractor on the proposed project. 4. 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. 5. Have you entered into contracts or received offers for all materials which substantiate the prices used in preparing your proposal? If not, please explain the rationale used which would corroborate the prices listed. 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 provided hereunder to the governing body awarding the contract must be specific enough in detail so that said governing body can make a proper determination of the bidder's capability for completing the project if awarded. EXHIBIT'B' - Page 5 of 8 SECTION IV CONTRACTOR'S NON — COLLUSION AFFIDAVIT The undersigned bidder or agent, being duly sworn on oath, says that he has not, nor has any other member, representative, or agent of the firm, company, corporation or partnership represented by him, entered into any combination, 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 include 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 indirectly, any rebate, fee, gift, commission or thing of value on account of such sale. SECTION V OATH AND AFFIRMATION HEREBY AFFIRM UNDER THE PENALTIES FOR PERJURY THAT THE FACTS AND INFORMATION CONTAINED IN THE FOREGOING BID FOR PUBLIC WORKS ARE TRUE AND CORRECT. Dated at N.dE) am this aot day of Se i�ft A • I (1 ame of Organization) By � �. (Title of Person Signing) ACKNOWLEDGEMENT STATE OF Q ss COUNTY OF OL Before me, a Notary Public, personally appeared the above -named e 16i R )LLA-650,LA and swore that the statements contained in the foregoing document are true and correct. rQQ Subscribed and sworn to before me this a� day of O.2 ,� DI U . DL Nota ublc My Commission RwWwft Of *� County County of Residence: ao,�.Opp EXHIBIT'B' - Page 6 of 8 �8 Part•of, State Form 52414 (R2 / 2-13) / Form 96 (Revised 2013) II BID OF (Contractor) (Address) FOR PUBLIC WORKS PROJECTS OF Filed Action taken. FIRST BANK RICHMOND 041786 Customer Copy Financial Center Deposits 09/25/2018 FIVE THOUSAND ONE HUNDRED DOLLARS AND ZERO CENTS $5,100.00 00 City of Richmond , f - cw m m Pro Lawn Care LU HARLAND CLARKE 800-552-2902 M2403o 70316410 I - .... R.ST Me:13 OFFICIAL CHECK 8 6 :. . . 717079/2749 R' I C H,.M O N .0- J I! :.. . U 20 North 9th St 0' PO Box 937 ♦ Richmond, IN 47375-0937 DATE 09/25/2018 Ca m (765) 962-2581 J ° N I PAY - FIVE THOUSAND ONE�HUNDRED DOLLARS AND ZERO CENTS 5,100.00 8 I