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HomeMy WebLinkAboutRES.1634.01-08-2001BILL NO. 2001-3 RESOLUTION NO. A RESOLUTION AUTHORIZING THE CITY MANAGER TO EXECUTE AN AGREEMENT WITH MID -AMERICA SERVICES, INC., FOR THE SLOAN RELIEF SEWER PROJECT BE IT RESOLVED BY THE COUNCIL OF THE CITY OF CAPE GIRARDEAU, MISSOURI, AS FOLLOWS: ARTICLE 1. The City Manager, for and on behalf of the City of Cape Girardeau, Missouri, is here by authorized to execute an Agreement with Mid-America Services, Incorporated, for the Sanitary Sewer Improvement Program, Sloan Relief Sewer. A copy of said Agreement is attached to this Resolution and made a part hereof. PASSED AND ADOPTED THIS DAY OF , 20_. L. A. Spradling, III, M yor Tmm T1[ m C5332800 SANITARY SEWER IMPROVEMENT PROGRAM SLOAN RELIEF SEWER CITY OF CAPE GIRARDEAU AGREEMENT THIS AGREEMENT is dated as of the ,?4w day of q� in the year 20_/ by and between CITY OF CAPE GIRARDEAUL MISSOURI (hereinafter called OWNER) and Mid-America Services Incorporated (hereinafter called CONTRACTOR) OWNER and CONTRACTOR, in consideration of the, mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK. CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents, The work is generally described as follows: The Work consists of installing approximately 7,500 lineal feet of sanitary sewer pipe ranging in size from 8 inches to 24 inches. The work also includes clearing and grubbing, turfing, removal and replacement of pavement, , constructing manholes, boring and jacking casing pipe, and reconnecting building laterals. The Project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: SLOAN RELIEF SEWER ARTICLE 2. ENGINEER. The Project has been designed by Sverdrup Civil, Inc. who is hereinafter called ENGINEER and will act as OWNER'S Representative, assume all duties and- responsibilities and have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. ARTICLE 3. CONTRACT TIME. 3.1 The Work under Total Base Bid in Bid Form will be substantially completed within 300 calendar days (240 calendar days for Work under Items A through I in Unit Price Schedule in Bid Form) from the date when the Contract Time commences to run as provided in Paragraph 2.3 of the General Conditions, and completed and ready for final payment in accordance with Paragraph 14.13 of the General Conditions within 330 calendar days (270 calendar days for Work under Items A through I in Unit Price Schedule iri Bid Form) from the date when the Contract Time commences to run. C5332800 \ ses-vi uosuo 00500-1 AGREEMENT C5332800 SANITARY SEWER IMPROVEMENT PROGRAM SLOAN RELIEF SEWER CITY OF CAPE GIRARDEAU 3.2 Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in Paragraph 3.1 above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expense and difficulties involved in proving in a legal proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a penalty) CONTRACTOR shall pay OWNER Five Hundred Dollars ($500.00) for each day that expires after'the time specified in Paragraph 3.1 for Substantial Completion, until the Work is substantially complete. Such amount being based on penalties to be assessed by the Federal Government and on excess engineering fees. After Substantial Completion if CONTRACTOR shall neglect, refuse or fail to complete the remaining Work within the Contract Time or any proper extension thereof granted by OWNER, CONTRACTOR shall pay OWNER Two Hundred Dollars ($200.00) for each day that expires after the time specified in Paragraph 3.1 for completion and readiness for final payment. Such amount being based on excess engineering fees. ARTICLE 4. CONTRACT PRICE. OWNER shall pay CONTRACTOR for completion of the Work in accordance with the Contract Documents. Total of all unit and lump sum prices. One Million Nine Hundred Five Thousand Eight Hundred Fifteen AND 00/100 ------------------------------Dollars ($1,905,815,00). ARTICLE 5. CHANGES IN THE WORK. The amount of any increases or decreases in the Contract Price which results from a Change Order shall be set forth in the applicable Change Order. ARTICLE 6. PAYMENT PROCEDURES. CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 6.1 Progress Payments. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Applications for Payment as recommended by ENGINEER, on or about the last day of each month during construction as provided below. All progress payments will be on the basis of the number of units completed. 6.1.1 Prior to Substantial Completion, progress payments will be made, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with Paragraph 14.7 of the General Conditions; less a { retained amount in accordance with the following schedule: C5332800 \ SRS -VI -00500 00500-2 AGREEMENT C5332800 SANITARY SEWER IMPROVEMENT PROGRAM SLOAN RELIEF SEWER CITY OF CAPE GIRARDEAU 6.1.1.1 10 percent until the Work is 50 percent complete as determined by the ENGINEER. 6.1.1.2 5 percent after the Work is 50 percent complete as determined by the ENGINEER and if the character and progress of the Work have been satisfactory to OWNER and ENGINEER. 6.1.2 Upon Substantial Completion, in an amount sufficient to increase the total payments to CONTRACTOR to 100 percent of the Contract Price, less such amounts as ENGINEER determines is necessary to assure final completion of the Work, or OWNER may withhold in accordance with Paragraph 14.•7 of the General Conditions. 6.2 Final Payment. Upon final completion and acceptance of the Work in accordance with Paragraph 14.13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said Paragraph 14.13. ARTICLE 7. INTEREST. If the OWNER fails to make payment thirty (30) days after approval by the ENGINEER, in addition to other remedies available to the CONTRACTOR, then shall be added to each such payment interest at the maximum legal rate commencing on the first day after said payment is due and continuing until the payment is received by the CONTRACTOR. The legal rate of interest shall be as specified in Section 34.057 RSMo . ( Supp . 1991). ARTICLE 8. CONTRACTOR'S REPRESENTATIONS. In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 8.1 CONTRACTOR has familiarized itself with the nature and extent of the Contract Documents, Work, site, locality, and all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work. 8.2 CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions which are identified in the Supplementary Conditions as provided in Paragraph 4.2 of the General Conditions. _ 8.3 CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports and studies (in addition to or to supplement those referred to in Paragraph 8.2 above) which pertain to the subsurface or physical conditions at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Time and in accordance with C5332800 \ sits-vl-oosoo 00500-3 AGREEMENT r C5332800 SANITARY SEWER IMPROVEMENT PROGRAM SLOAN RELIEF SEWER CITY OF CAPE GIRARDEAU the other terms and conditions of the Contract Documents, including specifically the provisions of Paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 8.4 CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of Paragraph 4.3 of the General Conditions. 8.5 CONTRACTOR has correlated the results of all such observations, examinations, investigations, explorations, tests, reports and studies with the terms and conditions of the Contract Documents and acknowledges Paragraph 4.7 of the Supplementary Conditions. 8.6 CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. ARTICLE 9. CONTRACT DOCUMENTS. The Contract Documents which comprise the entire agreement between OWNER and CONTRACTOR concerning the Work consist of the following: 9.1 This Agreement 9.2 Exhibits to this Agreement 9.3 Performance and Payment Bonds 9.4 Notice of Award 9.5 General Conditions 9.6 Supplementary Conditions 9.7 Specifications bearing the title, "Volume 1,Sloan Relief Sewer, Bidding and Contract Documents for Sanitary Sewer Improvement Program, Phase II, City of Cape Girardeau, Missouri" 9.8 Specifications bearing the title, "Volume 2 Master Specifications for Phase II Projects Sanitary Sewer Improvement Program, City of Cape Girardeau, Missouri" CS332800 \ sas-vi•oosoo 00500-4 AGREEMENT I C5332800 SANITARY SEWER IMPROVEMENT PROGRAM SLOAN RELIEF SEWER CITY OF CAPE GIRARDEAU 9.9 Drawings with each sheet bearing the title, "Sanitary Sewer Improvement Program, Sloan Relief Sewer, Cape Girardeau, MO." 9.10 Addenda numbers -0- to -1- inclusive 9.11 CONTRACTOR's Bid 9.12 Invitation to Bid 9.13 Instruction to Bidders 9.14 Applicable Regulatory requirements 9.15 The following which may be delivered or issued after the Effective Date of the Agreement and are not attached hereto: All Written Amendments and other documents amending, modifying or supplementing the Contract Documents pursuant to Paragraphs 3.5 and 3.6 of the General Conditions. 9.16 The documents listed in Paragraphs 9.2 et. seq. above are attached to this Agreement (except as expressly noted otherwise above) and all are incorporated by reference in this Agreement. There are no Contract Documents other than those listed above in this Article 9. The Contract Documents may only be amended, modified or supplemented as provided in Paragraphs 3.5 and 3.6 of the General Conditions. ARTICLE 10. MISCELLANEOUS. 10.1 Terms used in this Agreement which are defined in Article 1 of the General Conditions will have the meanings indicated in the General Conditions. r 10.2 No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but without limitation moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. 10.3 OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, agreements and obligations contained in the Contract Documents. C5332800 \ S"-vi-oasoo 00500-5 AGREEMENT r C5332800 SANITARY SEWER IMPROVEMENT PROGRAM SLOAN RELIEF SEWER CITY OF CAPE GIRARDEAU ARTICLE 11. NON-DISCRIMINATION IN EMPLOYMENT. 11.1 CONTRACTOR will not discriminate against any employee or applicant for employment because of race, creed, color, or national origin. The CONTRACTOR will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, creed, color or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. 11.2 CONTRACTOR will post in conspicuous places, available to employees and applicants for employment, notices setting forth the provisions of this non-discrimination clause. 11.2.1 CONTRACTOR will, in all solicitations or advertisements for employees placed by or on behalf of the CONTRACTOR, state that all qualified applicants will receive consideration for employment without regard to race, creed, color, or.national origin. 11.2.2 CONTRACTOR will send to each labor union or representative of workers with which he has a collective ; bargaining agreement or other contract or understanding, a notice, to be provided by the agency contracting officer, advising the labor union or workers' representative of the CONTRACTOR's commitments under Section 202 of Executive Order No. 11246 of September 24, 1965, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. 11.2.3 CONTRACTOR will comply with all provisions of Executive Order No. 11246 of September 24, 1965, and of the rules, regulations,, and relevant orders of the Secretary of Labor. _ 11.2.4 CONTRACTOR will furnish all information and reports required by Executive Order No. 11246 of September 24, 1965, and by the rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the contracting agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. 11.2.5 In the event of the CONTRACTOR's non-compliance with the non-discrimination clauses of this Contract or with any of such rules, regulations, or orders, this Contract may be cancelled, terminated or suspended in whole or in part and the CONTRACTOR may be declared ineligible for further Government. contracts in accordance with procedures authorized in Executive Order No. 11246 of September 24, 1965, and such other sanctions may be imposed and remedies involved as CS332600 \ ses-vi-oosoo 00500-6 AGREEMENT C5332800 SANITARY SEWER IMPROVEMENT PROGRAM SLOAN RELIEF SEWER CITY OF CAPE GIRARDEAU provided in Executive Order No. 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. 11.2.6 CONTRACTOR will include the provisions of Article 11 in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order No. 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The CONTRACTOR will take such action with respect to any subcontract'or purchase order as the contracting agency may direct as a means of enforcing such provisions including sanctions for non-compliance: Provided, however, that in the event the CONTRACTOR becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the contracting agency, the CONTRACTOR may request the United States to enter into such litigation to protect the interests of the United.States. P C5332900 \ SRS -Vi -0000 00500-7 AGREEMENT C C5332800 SANITARY SEWER IMPROVEMENT PROGRAM SLOAN RELIEF SEWER CITY OF CAPE GIRARDEAU 'IN WITNESS WHEREOF, OWNER and CONTRACTOR hereto have caused this hs�,xument to be executed in six (6) original counterparts as of the T d year first above written. i X. r . 1. _ City of C e Girardeau, Missouri 0.R, �,.�t, ��. z � �� (Owner) pitClerk) iy:' , Michael G. Miller Witness) (Title) jl�. k Mid-America Servi nas , Tnrnr= orated �i�rr/sr (Contractor) - rII/, By `Secretary)cz Li itn ss) (Title) P.O. Box 325 Chester, IL 62233 (Address and Zip Code) (618) 826-2854 (Telephone Number) NOTE: City Clerk of the Owner should attest. If Contractor is a corporation, Secretary should attest. r END OF SECTION 00500 CS332800 \ sas-vi-oosoo 00500-8 AGREEMENT Commentary to Acc-o m 3ny Co astr-u cnoa B'oad; A. GF-tiERA L LSF0R,Lk —11 0,N wid-!y uscd (CC ache- -Cafe'`_. is_:- CCrsPC.iJ.manc:.^. ' CJnSCrL ,;On dap , c -,c Band I hcCJas",ccior ?cr(Jr'.:a.ZCc �a.^.::5 i^..:5:.....,. t_• -_ nC C -=r 1C:IOG �Ij� c:,C CaaC lS'�^. Car 12 m.. ,,- vOC, aCGr� 3.rd C:�S;N..._:; lS.� _. ;%�.. ..:•. _ - -I-�.c ' C -CrC r-.0 CJiS'.:C"_:CC _�:.�. pCOvtd_:, :.6„^•:S C( CC_OvC" iaC t+/C:iCC'S =."C S". _:'i 5��:�' :_ _. _ �y'.;.i _-`-- _�- i}=. _. . 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Any singular reference to Contract, Surety, Owner or Other Party Shall be considered plural where applicable. CONTRACTOR (Name andAddress): Mid—America Services,Inc. P.O. Box 325 Chester, IL 62233 SURETY (Name and Principal Place ojBusiness) National Surety Corporation 727 Craig Road St. Louis, MO 63141 OWNER (Name and Address): City of Cape Girardeau,Missouri 401 Independence Street Cape Girardeau, MO 63701 CONSTRUCTION CONTRACT Date: ��BP tJ.}Ry A-21 A00 I Amount: $1,905,815.00 Description (Name and Location): Sloan Relief Sewer,13328 Sanitary Sewer Improvement Program BOND Date (Not earlier than Construction Contract Date): 1 E'QRVAR�J Amount: $1,905,815.00 r Modifications to this Bond: CONTRACTOR AS PRINCIPAL Company: (Corporate Seal) Mid—America Serv;Lces,Inc. x 12 rtitttt t/]1 S/re/////� aa, A061 PC ] None [ ] See SURETY Company: National Surety Core Signature: �., Carol D. Er�ciitl`F3'gA't'drrtey i� iy"G"� Name and Title: Fact:,.. r � !, �/ 0 J+ / sl���S �:+. /iii �c��� :?� ; .: 4Q • li r� � A T Edda (An ,iohalsignature`s#p par'on the last page) 4. //�-phi€}'r.:)4 �. f � ♦�� l � (FbRl d�ij��1 lATll�r O b� Name, Address and Telephone) AGENT or BROKER ' Assurance Brokers, Ltd. OWNER'S REPRESENTATIVE (Architect, Engineer or other P.O. Box 424 per,): Edwardsville, IL 62025 ALA DOCUMENT A312• PERFORMANCE BOND AND PAYMENT BOND • DECEMBER 1984 ED. • AIA (&• THE AMERICAN INSTITUTE OF ARCHITECTS, '735 NEW YORK AVENUE, N.W., WASHINGTON, D.C., 20006-5292 • THIRD PRINTING • MARCH 1987. WARNING; Unlicensed photocopying violates U.S. xpyright laws and is subject to legal prosecution. This document was electronically produced with petmissiou of the ALA and can be reproduced without violation until the date of expiration as noted below. Electronic Format A312-1984 User Document: A312.CON — 11/13/1996. AIA License Number 104405, which expires on 11/1/1997 — Page #1 AIA DOCUMENT A312• PERFORMANCE BOND AND PAYMENT BOND • DECEMBER 1984 ED. • ALA (9• THE AMERICAN INSTITUTE OF ARCHITECTS. 735 NEW YORK AVENUE, N.W.. WASHINGTON, D.C., 20006-5292 • THIRD PRINTING • MARCH 1987. WARNING; Unlicensed photocopying violates U.S. )pyright laws and is subject to legal prosecution. This document was electronically produced with permission of the ALA and can be reproduced without violation until the date of expiration as noted below. Electronic Format A312-1984 User Document: A312.CON — 11/13/1996. AIA License Number 104405, which expires on 11/1/1997 — Page #2 1 The Contractor and the Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to the Owner for the performance of the Construction Contract, which is incorporated herein by •eference. 2 If the Contractor performs the Construction Contract, the Surety and the Contractor shall have no obligation under this Bond, except to participate in conferences as provided in Subparagraph 3.1. 3 If there is no Owner Default, the Surety's obligation under this Bond shall arise after: 3.1 The Owner has notified the Contractor and the Surety at its address described in Paragraph 10 below that the Owner is considering declaring a Contractor Default and has requested and attempted to arrange a conference with the Contractor and the Surety to be held not later than fifteen days after receipt of such notice to discuss methods of performing the Construction Contract. If the Owner, the Contractor and the Surety agree, the Contractor shall be allowed a reasonable time to perform the Construction Contract, but such an agreement shall not waive the Owner's right, if any, subsequently to declare a Contractor Default; and 3.2 The Owner has declared a Contractor Default and formally terminated the Contractor's right to complete the contract. Stich Contractor Default shall not be declared earlier than twenty days after the Contractor and the Surety have received notice as provided in Sub -paragraph 3.1; and 3.3 The Owner has agreed to pay the Balance of the Contract Price to the Surety in accordance with the terms of the Construction Contract or to a contractor selected to perform the Construction Contract in accordance with the terms of the contract with the Owner. 4 When the Owner has satisfied the conditions of Paragraph 3, the Surety shall promptly and at the Surety's expense take one of the following actions: 4.1 Arrange for the Contractor, with consent of the Owner, to perform and complete the Construction Contract; or 4.2 Undertake to perform and complete the Construction Contract itself, through its agents or through independent contractors; or 4.3 Obtain bids or negotiated proposals from qualified contractors acceptable to the Owner for a contract for performance and completion of the Construction Contract, arrange for a contract to be prepared for execution by the Owner and the contractor selected With the Owner's concurrence, to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Construction Contract, and pay to the Owner the amount of damages as described in Paragraph 6 in excess of the Balance of the Contract Price incurred by the Owner resulting from the Contractor's default; or 4.4 Waive its right to perform and complete, arrange for completion, or obtain a new contractor and with reasonable promptness under the circumstances: .1 After investigation, determine the amount for which it may be liable to the Owner and, as soon as 'practicable after the amount is determined, tender payment therefor to the Owner; or 2 Deny liability in whole or in part and notify the Owner citing reasons therefor. 5 If the Surety does not proceed as provided in Paragraph 4 With reasonable promptness, the Surety shall be deemed to be in default on this Bond fifteen days after receipt of an additional written notice from the Owner to the Surety demanding that the Surety perform its obligations under this Bond, and the Owner shall be entitled to enforce any remedy available to the Owner. If the Surety proceeds as provided in Subparagraph 4.4, and the Owner refuses the payment tendered or the Surety has denied liability, in whole or in part, without further notice the Owner shall be entitled to enforce any remedy available to the Owner. 6 After the Owner has terminated the Contractor's right to complete the Construction Contract, and if the Surety elects to act under Subparagraph 4.1, 4.2, or 4.3 above, then the responsibilities of the Surety to the Owner shall not be greater than those of the Contractor under the Construction Contract, and the responsibilities of the Owner to the Surety shall not be greater than those of the Owner under the Construction Contract. To the limit of the amount of this Bond, but subject to commitment by the Owner of the Balance of the Contract Price to mitigation of costs and damages on the Construction Contract, the Surety is obligated without duplication for: 6.1 The responsibilities of the Contractor for correction of defective work and completion of the Construction Contract; ALA DOCUMENT A312• PERFORMANCE BOND AND PAYMENT BOND • DECEMBER 1984 ED. • ALA (8)• THE AMERICAN INSTITUTE OF ARCHITECTS. -35 NEW YORK AVENUE, N.W., WASHINGTON, D.C., 20006-5292 • THIRD PRINTING • MARCH 1987. WARNING; Unlicensed photocopying violates U.S. _pyTigItt laws and is subject to legal prosecution. This document was electronically produced with pennission of the ALA and can be reproduced without violation until the date of e,%piration as noted below. Electronic Format A312-1984 User Document: A312.CON — 11/13/1996. AIA License Number 104405, which expires on 11/1/1997 — Page #3 6.2 Additional legal, design professional and delay costs resulting from the Contractor's Default, and resulting from the actions or failure to act of the Surety under Paragraph 4; and 6.3 Liquidated damages, or if no liquidated damages are specified in the Construction Contract, actual damages caused by delayed performance or non-performance of the Contractor. 7 The Surety shall not be liable to the Owner or others for obligations of the Contractor that are unrelated to the Construction Contract, and the Balance of the Contract Price shall not be reduced or set off on account of any such unrelated obligations. No right of action shall accrue on this Bond to any person or entity other than the Owner or its heirs, executors, administrators or successors. 8 The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts, purchase orders and other obligations. 9 Any proceeding, legal or equitable, under this Bond may be instituted in any court of competent jurisdiction in the location in which the work or part of the work is located and shall be instituted within two years after Contractor Default or within two years after the Contractor ceased working or Within two years after the Surety refuses or fails to perform its obligations under this Bond, whichever occurs first. If the provisions of this Paragraph are void or prohibited by law, ale minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. 10 Notice to the Surety, the Owner or the Contractor shall be mailed or delivered to the address shown on the signature page. 11 When this Bond has been furnished to comply with MODIFICATIONS TO THIS BOND ARE AS FOLLOWS: a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted here from and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. The intent is that this Bond shall be construed as a statutory bond and not as a common law bond. 12 DEFINITIONS 12.1 Balance of the Contract Price: The total amount payable by the Owner to the Contractor under the Construction Contract after all proper adjustments have been made, including allowance to the Contractor of any amounts received or to be received by the Owner in settlement of insurance or other claims for damages to which the Contractor is entitled, reduced by all valid and proper payments made to or on behalf of the Contractor under the Construction Contract 12.2 Construction -Contract: The agreement between the Owner and the Contractor identified on the signature page, including all Contract Documents and changes thereto. 12.3 Contractor Default: Failure of the Contractor, which has neither been remedied nor waived, to perform or otherwise to comply With the terms of the Construction Contract. 12.4 Owner Default: Failure of the Owner, which has neither been remedied nor waived, to pay the Contractor as required by the Construction Contract or to perform and complete or comply With the other terms thereof. (Space is provided below for additional signatures of added parties, other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: Signature: Name and Title: Signature: _ Name and Title: (Corporate Seal) AIA DOCUMENT A312• PERFORMANCE BOND AND PAYMENT BOND • DECEMBER 1984 ED. • AIA CD- THE AMERICAN 1NSTTTUTE OF ARCHITECTS, 735 NEW YORK AVENUE, N.W., WASHINGTON, D.C., 20006-5292 • T= PRINTING • MARCH 1987. WARNING; Unlicensed photocopying violates U.S. .)pyright laws and is subject to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced without violation until the date of expiration as noted below. Electronic Format A312-1984 User Document: A312.CON — 11/13/1996. AIA License Number 104405, which expires on 11/1/1997 — Page #4 No. F00490486'i�ry �' OF MISSO ro,V,CREr44�p IPA MISSOURI Rebecca McDowell Cook Secretary of State CORPORATION DIVISION - CERTIFICATE OF AUTHORITY WHEREAS, MID -AMERICA SERVICES, INC. using in Missouri the name MID -AMERICA SERVICES, INC. has complied with the General and Business Corporation Law which governs Foreign Corporations; by filing in the office of the Secretary of State of Missouri authenticated evidence of its incorporation and good standing under the Laws of the State of ILLINOIS. NOW, THEREFORE, I, REBECCA McDOWELL COOK, Secretary of State of the State of Missouri, do hereby certify that said corporation is from this date duly authorized to transact business in this State, and is entitled to all rights and privileges granted to Foreign Corporations under the General and Business Corporation Law of Missouri. IN TESTIMONY WHEREOF, I have set my hand and imprinted the GREAT SEAL of the State of Missouri, on this, the 30th day of NOVEMBER, 2000. Secretary of State $155.00 �Y:.fiS•��g �l{�;R•i. air w 2. 3. 4. 5. 6 7 8. Corporations Division P.O. Box 778, Jefferson City, MO 65102 State of Missouri Rebecca McDowell Cook, Secretary of State James C. 1QrkpIri"a4e'IhtRrrfiation Center 600 W. Main Stp446ni0F jjfr4QAT70y'Dfa 65101 AUTHORITY ISSUED NOV 2000 Application for Certificate of Authority for a Foreign For -Profit Corporation%'/ (Submit in duplicate with filing fee of S 155.00) t The corporation's name is Mid Ameri ra Servi ceS, Tn and it is organized and existing under the laws of Illinois The name it will use in Missouri is The date of its incorporation was 2-10-1986 and the period of its duration is month/day/year { The address of its principal place of business -3624 Union School Road, Chester., IL 62233 Address City/State/Zip The name and address of its registered agent and office in the State of Missouri is CT Corporation System, 120 S Central Ave, Suite 400, Clayton, MO 63105 Name Address City/State/Zip The specific purpose(s) of its business in Missouri are: Mid-America Services,Inc. are general contractors wanting to do business in Missouri, The name of its officers and directors and their business addresses are as follows: (Officers) Name Address City/State/Zip President Brett Frazer '3624 linion School Road Chester, IL 62233 Vice President Secretary Brenda Frazer 3624 union School Road Chester, IL 62233 Treasurer _ (Board of Directors) Director Brett Frazer Director Brenda Frazer Director The effective date of this document is the date it is filed by the Secretary of State of Missouri, unless you indicate a future date, as follows: (Date may not be more than 90 days after the filing date in this office) r ation thereof, the facts stated above are true. Brett Fra (Authorized Signature) (Printed Name) (Title) sident 11-28-01 (Date) Note: You must submit current original certificate of good standing or certificate of existence with this application. This may be obtained from your Secretary of State or other authority that issues corporate charters. Corp. #42 (8/99) Payment Bond AIA Document A312 - Electronic Format Bond NO. 11141718541 CONTRACTOR (Name and Address): Mid—America Services,Inc. P.O. Box 325 Chester, IL 62233 OWNER (Name and Address): City of Cape Girardeau,Missouri 401 Independence Street Cape Girardeau, MO 63701 CONSTRUCTION CONTRACT Date: -t __gR VAR jl C= , C5?001 WRFTYN�,m and Principal Place ofBusiness): ationaf urety Corporation 727 Craig Road St. Louis, MO 63141 Amount: $1, 905 , 815. 0 Description(NameandLocarion): Sloan Relief Sewer, 13328 Sanitary Sewer Improvement Program BOND Date (Not earlier than Construction Contract Date): TEBR(JAR y a Amount: $1,905,815.00 Modifications to this Bond: [ None [ ] See Page "ONTRACTOR AS PRINCIPAL SURETY ompany: (Corporate Seal) Company: National Surety Corporatporate Seal) Mid—America Services,Inc.f�,,.,'' f'Y k n� {"'''•� "a� i M # � ? Signature: � t I ��� ?',rte. :. Signature: 1l �GYh.o Name an��T�ltle % t r—� Name and Title: Carol D. Erwiiaea,tprnizi F f3 All (Any 4dditi6nal'signdtures d*at- on the last page) IN (FOR IMFARMATION. , *,K*Name, Address and Telephone) /1, v �� %" AGENT or BROKER: OWNER'S REPRESENTATIVE (Architect, Engineer or other Assurance Brokers, Ltd. party): P.O. Box 424 Edwardsville, IL 62025 AIA DOCUMENT A312• PERFORMANCE BOND AND PAYMENT BOND • DECEMBER 1984 ED. • AIA t• THE AMERICAN INSTITUTE OF ARCHITECTS, "35 NEW YORK AVENUE, N.W., WASHINGTON, D.C., 20006-5292 • THIRD PRINTING • MARCH 1987. WARNING; Unlicensed photocopying violates U.S. yright laws and is subject to legal prosecution. This document was electronically produced under license number 296000035 and can be reproduced without violation cmtil 02/01/96. Electronic Format A312-1984 User Document: A312.CON — 11/13/1996. AIA License Number 104405, which expires on 11/ I The Contractor and the Surety, jointly and severally bind themselves, their heirs, executors, administrators, successors and assigns to the Owner to pay for labor, materials and equipment furnished for use in the performance of the -onstruction Contract, which is incorporated herein by reference. 2 With respect to the Owner, this obligation shall be null and void if the Contractor: 2.1 Promptly makes payment, directly or indirectly, for all sums due Claimants, and 2.2 Defends, indemnifies and holds harmless the Owner from claims, demands, liens or suits by any person or entity whose claim, demand, lien or suit is for the payment for labor, materials or equipment furnished for use in the performance of the Construction Contract, provided the Owner has promptly notified the Contractor and the Surety (at the address described in Paragraph 12) of any claims, demands, liens or suits and tendered defense of such claims, demands, liens or suits to the Contractor and the Surety, and provided there is no Owner Default. 3 With respect to Claimants, this obligation shall be null and void if the Contractor promptly makes payment, directly or indirectly, for all sums due. 4 The Surety shall have no obligation to Claimants under .his Bond until: 4.1 Claimants who are employed by or have a direct contract with the Contractor have given notice to the Surety (at the address described in Paragraph 12) and sent a copy, or notice thereof, to the Owner, stating that a claim is being made under this Bond and, with substantial accuracy, the amount of the claim. 4.2 Claimants who do not have a direct contract with the Contractor: Have furnished written notice to the Contractor and sent a copy, or notice thereof, to the Owner, within 90 days after having last performed labor or last furnished materials or equipment included in the claim stating, with substantial accuracy, the amount of the claim and the name of the party to whom the materials were furnished or supplied or for whom the labor was done or performed; and .2 Have either received a rejection in whole or in part from the Contractor, or not received within 30 days of furnishing the above notice any communication from the Contractor by which the Contractor has indicated the claim will be paid directly or indirectly; and Not having been paid within the above 30 days, have sent a written notice to the Surety (at the address described in Paragraph 12) and sent a copy, or notice thereof, to the Owner, stating that a claim is being made under this Bond and enclosing a copy of the previous written notice furnished to the Contractor. 5 If a notice required by Paragraph 4 is given by the Owner to the Contractor or to the Surety, that is sufficient compliance. 6 When the Claimant has satisfied the conditions of Paragraph 4, the Surety shall promptly and at the Surety's expense take the following actions: 6.1 Send an answer to the Claimant, with a copy to the Owner, within 45 days after receipt of the claim, stating the amounts that are undisputed and the basis for challenging any amounts that are disputed. 6.2 Pay or arrange for payment of any undisputed amounts. 7 The Surety's total obligation shall not exceed the amount of this Bond, and the amount of this Bond shall be credited for any payments made in good faith by the Surety. 8 Amounts owed by the Owner to the Contractor under the Construction Contract shall be used for the performance of the Construction Contract and to satisfy claims, if any, under any Construction Performance Bond. By the Contractor furnishing and the Owner accepting this Bond, they agree that all funds earned by the Contractor in the performance of the Construction Contract are dedicated to satisfy obligations of the Contractor and the Surety under this Bond, subject to the Owner's priority to use the funds for the completion of the work. 9 The Surety shall not be liable to the Owner, Claimants or others for obligations of the Contractor that are unrelated to the Construction Contract. The Owner shall not be liable for payment of any costs or expenses of any Claimant under this Bond, and shall have under this Bond no obligations to make payments to, give notices on behalf of, or otherwise have obligations to Claimants under this Bond. 10 The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to AIA DOCUMENT A312• PERFORMANCE BOND AND PAYMENT BOND • DECEMBER 1984 ED. • AIA (&• THE AMERICAN INSTITUTE OF ARCHITECTS, '735 NEW YORK AVENUE, N.W., WASHINGTON, D.C., 20006-5292 • THIRD PRINTING • MARCH 1987. WARNING; Unlicensed photocopying violates U.S. p} -right laws and is subject to legal prosecution. This document was electronically produced under license number 296000035 and can be reproduced without violation until 02/01/96. Electronic Format A312-1984 User Document: A312.CON — 11/13/1996. AIA License Number 104405, which expires on 11/ related subcontracts, purchase orders and other obligations. 11 No suit or action shall be commenced by a Claimant under this Bond other than in a court of competent jurisdiction in the location in which the work or part of the work is located or after the expiration of one year from the date (1) on which the Claimant gave the notice required by Subparagraph 4.1 or Clause 4.2.3, or (2) on which the last labor or service was performed by anyone or the last materials or equipment were furnished by anyone under the Construction Contract, whichever of.(1) or (2) first occurs. If the provisions of this Paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable 12 Notice to the Surety, the Owner or the Contractor shall be mailed or delivered to the address shown on the signature page.. Actual receipt of notice by Surety, the Owner or the Contractor, however accomplished, shall be sufficient compliance as of the date received at the address shown on the signature page. 13 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. The intent is that this Bond shall be construed as a statutory bond and not as a common law bond. MODIFICATIONS TO THIS BOND ARE AS FOLLOWS: 14 Upon request by any person or entity appearing to be a potential beneficiary of this Bond, the Contractor shall promptly furnish a copy of this Bond or shall permit a copy to be made. 15 DEFINITIONS 15.1 Claimant: An individual or entity having a direct contract with the Contractor or with a subcontractor of the Contractor to furnish labor, materials or equipment for use in the performance of the Contract. The intent of this Bond shall be to include without limitation in the terms "labor, materials or equipment" that part of water, gas, power, light, heat, oil, gasoline, telephone service or rental equipment used in the Construction Contract, architectural and engineering services required for performance of the 'work of the Contractor and the Contractor's subcontractors, and all other items for which a mechanic's lien may be asserted in the jurisdiction where the labor, materials or equipment were furnished. 15.2 Construction Contract: The agreement between the Owner and the Contractor identified on the signature page, including all Contract Documents and changes thereto. 15.3 Owner Default: Failure of the Owner, which has neither been remedied nor waived, to pay the Contractor as required by the Construction Contract or to perform and complete or comply with the other terms thereof. (Space is provided below for additional signatures of added parties, other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL Company: Signature: Name and Title: SURETY (Corporate Seal) Company: (Corporate Sea]) AIA DOCUMENT A312• PERFORMANCE BOND AND PAYMENT BOND • DECEMBER 1984 ED. • AIA V- THE AMERICAN INSTITUTE OF ARCHITECTS. 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C., 20006-5292 • THIRD PRINTING • MARCH 1987. WARNING; Unlicensed photocopying violates U.S. .)pyright laws and is subject to legal prosecution. This document was electronically produced under license number 296000035 and can be reproduced without violation until 02/01/96. Electronic Format A312-1984 User Document: A312.CON — 11/13/1996. AIA License Number 104405, which expires on 11/ FIREMAN'S FUND INSURANCE COMPANY NATIONAL SURE'T'Y CORPORATION ASSOCIATED INDEMNITY CORPORATION THE AMERICAN INSURANCE COMPANY AMERICAN AUTOMOBILE INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That FIREMAN'S FUND INSURANCE COMPANY, a California corporation, NATIONAL SURETY CORPORATION, an Illinois corporation, THE AMERICAN INSURANCE COMPANY, a New Jersey corporation redomesticated in Nebraska, ASSOCIATED INDEMNITY CORPORATION, a California corporation, and AMERICAN AUTOMOBILE INSURANCE COMPANY, a Missouri corporation, (herein collectively called "the Companies") does each hereby appoint Ralph L. McQuiggan, Charles R. McQuiggan, T. L. Simmons, and Carol D. Erwine, Edwardsville, IL their true and lawful Attomey(s)-in-Fact, with full power of authority hereby conferred in their name, place and stead, to execute, seal, acknowledge and deliver any and all bonds, undertakings, recognizances or other written obligations in the nature thereof------------------------------------------------------------------ and to bind the Companies thereby as fully and to the same extent as if such bonds were signed by the President, sealed \yith the corporate seals of the Companies and duly attested by the Companies' Secretary, hereby ratifying and confirming all that the said Attomey(s)-in-Fact may do in the premises. This power of attorney is granted under and by the authority of Article VII of the By-laws of FIREMAN'S FUND INSURANCE COMPANY, NATIONAL SURETY CORPORATION, THE AMERICAN INSURANCE COMPANY, ASSOCIATED INDEMNITY CORPORATION and AMERICAN AUTOMOBILE INSURANCE COMPANY which provisions are now in full force and effect. This power of attorney is signed and sealed under the authority of the following Resolution adopted by the Board of Directors of FIREMAN'S FUND INSURANCE COMPANY, NATIONAL SURETY CORPORATION, THE AMERICAN INSURANCE COMPANY, ASSOCIATED INDEMNITY CORPORATION and AMERICAN AUTOMOBILE INSURANCE COMPANY at a meeting duly called and held, or by written consent, on the 19th day of March, 1995, and said Resolution has not been amended or repealed: "RESOLVED, that the signature of any Vice -President, Assistant Secretary, and Resident Assistant Secretary of the Companies, and the seal of the Companies may be affixed or printed on any power of attorney, on any revocation of any power of attorney, or on any certificate relating thereto, by facsimile, and any power of attorney, any revocation of any power of attorney, or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Companies." IN WITNESS WHEREOF, the Comp vies have caused th�s,�9pFesents to be signed by their Vice -President, and their corporate seals to be hereunto affixed this L 1 day of UctO�er Y 2S vv(rr s f AGER%' ""'"""" FIREMAN'S FUND INSURANCE COMPANY �J Op�q,O,Q `..0\�0 / o%, �`��• ...spy ,��a� earo.• �e'�'' .•`O�p�pB� SU'�/ 4 NATIONAL SURETY CORPORATION J �' FQ O `.••' •• ( ,••• is • L) ` Jam:' .�Cf.�' c 3 = � o _, * � Y ; <: — •— •;�= THE AMERICAN INSURANCE COMPANY Z sear a 1970D o z } S E A L `: s ASSOCIATED INDEMNITY CORPORATION `Qe ✓G e.r .. AMERICAN AUTOMOBILE INSURANCE COMPANY ti <J .,, "•, • � F Nc cod' 4� pJ •%( Mo,,` ",k ••"'mm�mmnrr` E NCE C "`w„n. �;�a,,,.o By STATE OF CALIFORNIA(611 vYc -Resident SS. COUNTY OF MARIN On (his 21 day of October 1998 before me personally came M. A. Mallonee to me known, who, being by me duly sworn, did depose and say: that he is a Vice -President of each company, described in and which executed the above instrument; that he knows the seals of the said Companies; that the seals affixed to the said instrument are such company seals; that they were so affixed by order of the Board of Directors of said companies and that he signed his name thereto by like order. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year herein first above written. L OCAMPO Commission # 1163726 Z z "=s Notary Public - Colifomla £ Marin County My Comm. Exp1te5 Nov 28, 21001 Notary Public CERTIFICATE STATF� OF CALIFORNIA ,s ss. : � ,UNP1`Y�b MA121N �7")tte �Irldet t>SdIent Assistant Secretary of each company, DO HEREBY CERTIFY that the foregoing and attached POWER OF ATTORNEY remains in full force yr]d teas ritt okgd;,and furthermore that Article VII of the By-laws of each company, and the Resolution of the Board of Directors; set forth in the Power of Attorney, aa now in for -r-r C� ipned andp sealed at the Cpunty of Marin. Dated the day of 4�90RQ04kq 2001 . . •/ .-. P 111 N �ETYCt 1 �+e'Strrlq,°. 1 t O O r �` G tfo.rer.r '4 o BRE (R yp .�GOa q•11,'A,Q F S Co k 4� •.ti• .y 1 �c ♦•ti `�`iA........... �''•� l/' • 5 N1 f(ff'��lJj!f%j/�_ZjE� t: 6 E A Lb' c Q�=ti'•....�..`' — // ". �/, tJ �'„, •,,,,,,,•srr NCE G�� CE GAJ'f�(OUIS aC3'"e, Resident Assistan( Secretary //'1 s n'nnuunae '"W,uunnnao I STATE OF ILLINOIS COUNTY OF MADISON OnBRUARy aa, ;061 before me, a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, personally appeared Carol D. Ervine know to me to be the Attorney—In—Fact of National Surety Corporation the corporation- described in and that she executed the within and foregoing instrument, and know to me to be the person who executed the said instrument in behalf of the said corporation, and she duly acknowledged to me that such corporation executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year stated in the certificate above. My Commission Expires: 11/03/61 G�c Notary Public Charles R. McQuiggan LNOTAOFFICIAL SEAL RY ARLES R MCQUIGGAN PUBLIC, STATE OF ILLINOIS COMMISSION EXPIRES: 11/03/01 F ACORDt T[ TE Or L PRODUCER (618)826-5457 FAX (618)826-5458 _nester Insurance Agency PG Box 228 1200 Swanwick St Chester, IL 62233 Attn: INSURED Mid-America Services Inc Po Box 325 Chester, IL 62233 UT 1F oziisiiooi THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE COMPANY AMERICAN STATES INSURANCE Ext: A COMPANY ALLSTATE INSURANCE COMP4,NY e COMPANY r_ COMPANY D THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORncn 8Y THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES: LIMITS SHOWN MAY nmvE BEEN REDUCED BY PAID CLAIMS. ............ ..... _.... .......... .. ....... .......... .. _ ...._......_... ..... .. _ _...... ....._. _ ..-.......................... __ ........ _. ...... . COTYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR DATE (MMIDOY) DATE (MMIDD/YY) GENERAL LIABILITY GENERAL AGGREGATE $ 2,000,000 X COMMERCIAL GENERAL LIABILITY PRODUCTS - COMPIOP AGG $ 2 , 000 , 000 ..................... .......... .I..,.... ........ CLAIMS MADE X : OCCUR PERSONAL & ADV INJURY $ 1,000—,000 A `' --- 01 -CE -191801-50 01/01/2001 01/01/2002 - - -- - -- - OWNERS 8 CONTRACTOR'S PROT : EACH OCCURRENCE $ 1,000,000 ......................................................_............_ .......... FIRE DAMAGE (Any one fire) $ 200,000 MED EXP (Any one Person) $ 10, 000 AUTOMOBILE LIABILITY AUTO ONLY- EA ACCIDENT ANY AUTO X ALL OWNED AUTOS B X SCHEDULED AUTOS X HIREDAUTOS ....... NON -OWNED AUTOS ............................... .048035250 COMBINED SINGLE LIMIT $ 1,000,000,; ..................................................................... _................ , i BODILY INJURY $ (Per person) 03/05/2000 03/05/2001....................................................................................... 03/05/M 03/05/2002 BODILY INJURY $ PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY- EA ACCIDENT $ ANY AUTO OTHER THAN AUTO ONLY: .. ................ _ ......... _... i _. __. EACH ACCIDENT _... __._._....... $ -_........ . __. AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE $ 3,000,000 A X UMBRELLA FORM .01 -SU -258442-30 _ _... ....... J1/01/2001 01/01/2002 AGGREGATE ........................................................................................ ._ $ OTHER THAN UMBRELLA FORM $ WORKERS COMPENSATION AND TORY LIMITS .. EMPLO LIABILITY A - 01 -WC -804395-50 EL EACH ACCIDENT 01/01/2001 01/01/2002 - $ 1, 000 , 000 THE PROPRETOR/ INCL EL DISEASE - POLICY LIMIT $ QQQ PARTNERSIEXECUTIVE ............................................................ -1.1.0.0.0 ..., . _........ OFFICERS ARE. EXCL EL DISEASE - EA EMPLOYEE $ 1. 000 , 000 OTHER Owner's Protective Each Person 1 000 00 , , A Liability 01 -CE -987159 03/15/2001 03/15/2002 :Each Occurrence 27000900 )ESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLESISPECIAL ITEMS ity of Cape Girardeau, MO and Sverdrup Civil, Inc. are additional insureds. he Umbrella policy has additional coverage of 3,000,000 above the other listed coverages. I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL City of Cape Girardeau 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, City Hall BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 401 Independence St. OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. Cape Girardeau, MO 63701 AUTHORIZEDREPRES"TIVE C5332800 SA1NITARY SEWER IMPROVEMENT PROGP.Ai%l SLOAiN RELIEF SEWER CITY OF CAPE GIRARDEAU BID FORM PROJECT IDENTIFICATION Sloan Relief Sewer Sanitary Sewer Improvement Program City of Cape Girardeau, Missouri CONTRACT IDENTIFICATION AND NUMBER Sloan Relief Sewer THIS BID IS SUBMITTED TO City of Cape Girardeau, Missouri City Hall 401 Independence Street Cape Girardeau, Missouri 63701 1. The undersigned BIDDER proposes and agrees, if this Bid is accepted, to enter into an agreement with OWNER in the form included in the Contract Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the prices stated in the "Unit Price Schedule" and within the Bid Times indicated in this Bid and in accordance with the other terms and Conditions of the Contract Documents. 2. BIDDER accepts all of the terms and conditions of . the Advertisement or Invitation to Bid and Instructions to Bidders including, without limitation, those dealing with the disposition of Bid security. This Bid will remain subject to acceptance for ninety days after the day of Bid opening. BIDDER will deliver and sign the required number of counterparts of the Agreement with the Bonds and other documents required by the Bidding Requirements within fifteen days after the date of OWNER's Notice of Award. 3. In submitting this Bid, BIDDER represents, as more fully set forth in the Agreement, that: (a) BIDDER has examined and carefully studied the Bidding Documents (Li g AddendAddenda by rAddendum Number and t of which is hereby acknowledged: Date) #1 --November (b) BIDDER has visited the site and become familiar with and is satisfied as to the general, local and site conditions that MTn FORM C5332800 SANITARY SEWER IMPROVEMENT PROGRAM SLOAN RELIEF SEWER CITY OF CAPE GIRARDEAU may affect cost, progress, performance and furnishing of the Work. (c) BIDDER is familiar with and satisfied as to all federal, state and local Laws and Regulations that may affect cost, progress, performance and furnishing of the work. (d) BIDDER has carefully studied all reports of explorations and tests of subsurface conditions at or contiguous to the s-ite and all drawings of physical conditigns and Underground Facilities in or relating to existing surface or subsurface structures at or contiguous to the site as related to Paragraphs 4.2 and 4.3 of the General Conditions and SC -4.7 of the Supp'_emenrary Conditions. BIDDER acknowledges that such reports and drawings may 'not be complete for BIDDER's purposes. BIDDER acknowledges t=at OWNER and ENGINEER do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the -Bidding Documents with respect to Underground Facilities at or contiguous to the site and that BIDDER assumes responsibility for all costs associated with handling Subsurface Conditions, including Groundwater, Physical Conditions and Underground Facilities issues. BIDDER has obtained and carefully studied (or assumes responsibility for having done so) all such additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise which may affect cost, progress, performance or furnishing of the Work or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by BIDDER and safety precautions and programs incident thereto. BIDDER does not consider that any additional examinations, investigations, explorations, tests, studies or data are necessary for the determination of this Bid for performance and furnishing of the Work in accordance with the times, price and other terms and conditions of the Contract Documents. (e) BIDDER is aware of the general nature of Work to be performed by OWNER and others at the site that relates to Work for which this Bid is submitted as indicated in the Contract Documents. (f) BIDDER has correlated the information known to BIDDER, information and observations obtained from visits to the site, reports and drawings identified in the Contract Documents and all additional examinations, investigations, explorations, tests, studies and data with the Contract Documents. (g) BIDDER has given ENGINEER written notice of all conflicts, errors, ambiguities or discrepancies that BIDDER has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to BIDDER, and the Contract Documents are generally sufficient to indicate C5332800 SANITARY SEWER IMPROVEMENT PROGPA,M SLOAN RELIEF SEWER CITY OF CAPE GIRARDEAU and convey understanding of all terms and conditions for performing and furnishing the Work for which this Bid is submitted. (h) This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation; BIDDER has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; BIDDER has not induced or solicited any person, firm or corporation to refrain from bidding; and BIDDER has not sought by collusion to obtain for itself any advantage over any other Bidder or over OWNER. (i) BIDDER certifies by executing the a-tached form that his firm or any affiliate is not currently debarred or suspended from doing business on a Federally assisted project in accordance with 40 CFR Part 32, as published in Volume 47 Federal Register, No. 159, page 35940 et. seq. Debarment and Suspension Under EPA Assistance Programs, dated August 17, 1982, and Executive Order 12549, and is not currently listed on the General Services Administration (GSA) publication entitled "Lists of Parties Excluded from Federal Procurement or Non Procurement Programs pursuant to such regulations. It is further agreed that certifications will be obtained from r subcontractors and that such certifications will remain in effect including the date a Notice to Proceed is authorized and will be retained in the files of the undersigned. 4. BIDDER will complete the Work in accordance with the Contract Documents for the following unit prices. C5332800 SANITARY SEWER IMPROVEMENT PROGRAM SLOAN RELIEF SEWER CITY OF CAPE GIRARDEAU UNIT PRICE SCHEDULE Total Estimated Unit Estimated Item Quantity Price Price A. MOBILIZATION Lump Sum $ k0� 000 /LS $� B. MANHOLES 1. Depth 10'-15' a. Standard 9 EA $ � /EA $ %ZOG0 J b. Outside Drop 6 EA $ /EA $�/ 2. Depth 15'-20' a. Standard 10 EA $_qO00 /EA $ &oa9 b. Outside Drop 2 EA $ /moo /EA $ �, o 3. Depth 20'-25' a. Standard 4 EA $ %1000 /EA $ #f000 b. Outside Drop 1 EA $ /Z�OoO _ EA $ 124000 C. GRAVITY SANITARY SEWER PIPE 1. 8" Pipe 360 LF $ 60 JLF $ Z$,$00 2. 10" Pipe 170 LF $ loo /LF $ 170 O 3. 12" Pipe 1,663 LF $ X20 /LF $ S&0 4. 15" Pipe 214 LF $ 150 /LF $ 5. 18" Pipe 1,241 LF $ 170 /LF $ 2 0 6.21" Pipe 2,333 LF $ /BD /LF $-�� 7. 24" Pipe 304 LF $ 3oo /LF $ / Z o D. JACKED CASING PIPE 1. 1811-2011 (min.) Diameter 152 LF $ 00 /LF $ 36 BGtD 2. 24" (min.) Diameter 185 LF $ g0D /LF E. LATERAL RECONNECTIONS aO0 Type A 1 EA $ 'ZoDoo /EA $ �— Type B 2 EA $ o Type C 3 EA $2 EA $ Z oiyo—/000 EA $ Type S F. GRANULAR BACKFILL 1,500 CY $ 20 / CY $ 30 l�Da G. PAVEMENT REMOVAL & REPLACEMENT 1. ACP 135 SY $ 40 /SY $ Od 2. PCCP w/AC Overlay 240 SY $ foo /SY $ ------------- H. PIPE & MH ABANDONMENT 1. Sewer Plugs a. 8"-12" Pipe 51 EA $ -500 /EA $ ZS 500 b. 15"-18" Pia 18 EA $ &00 /EA $ 2. Frill Pipe wSand or Fly Ash Slurry d3�s a. 811-12-11 Pipe 1,785 LF $ -7 /LF $, 3. MH Abandonment 25 EA $ J, t?T 00 EA I. CLEARING, GRUBBING & TURF / REPLACEMENT 3 .2 AC $ 35000 /AC $ ��2� O00 ✓ 1. Field Areas ,-- TOTAL BID (WORK BETWEEN MH A2 $ 9058/,5, 00 AND STA. 72+45.41) nTn rnom C5332800 SANITARY SEWER IMPROVEMENT PROG?.AM SLOAN RELIEF SEWER CITY OF CAPE GIRARDEAU Item J. ALTERNATE BIDDING ADDER (WORK BETWEEN STATIONS 72+45.41 AND 84+57.49) 1. Standard Manhole Depth 10'-15' 2. Outside Drop Manhole Depth 15'-20' 3. Gravity Sanitary Sewer 12" Pipe 4. Jacked Casting Pipe 18"-20" (min.) Dia. 5. Cleaning, Grubbing & Estimated Unit Quantity Price 4 EA $ 000 / EA 1 EA $ O 000- / EA 1, 212 LF $ IZO /LF 130 LF $__IaDo _/LF Total Estimated Price $ 5_2_'000 ✓ $ /04 000 ✓ $ $ 7 000 Turf Replacement: Field Areas 0. 8 AC $ /S'000 /EA $ /Zz 000 TOTAL BASE B I D ( ITEMS A THRU J) $ Z, S 3 • Z 5S '� ltlo N1/lwodbNE ffy6 � Ob T)0'TNr1tE?'NcUSA,/o TwbNv,�JJ,�EPFiFr`: FiyEl�oua�s (Total in Words) (Total base bid amount is to be shown in both words and figures. In case of discrepancy, the amount shown in words will govern. In case of error in extension, the unit and lump sum prices under each Pay Item will be considered correct, and these sums when properly extended, shall constitute the Bid.) The above unit prices shall include all labor, equipment, materials and supplies, bailing, shoring, removal, overhead, profit, insurance, etc., to provide a complete system within the intent of these Contact Documents. The below unit price shall be utilized when rock is encountered and must be excavated during construction of the project. ROCK EXCAVATION $ 100/Cy The below unit price shall be utilized when trench over -excavation and granular backfill are required per Section 02221, Paragraph 3.8A. TRENCH OVER -EXCAVATION AND GRANULAR BACKFILL $ 30/Cy ABBREVIATIONS LS Lump Sum LF Lineal Feet EA Each SY Square Yards AC Acres CY Cubic Yards MH Manhole AC Asphaltic Concrete ACP Asphaltic Concrete Pavement PCCP Portland Cement Concrete Pavement C5332800 SAIIIITARY SEWER IMPROVEMENT PROCR_A-M SLOAN RELIEF SEWER CITY OF CAPE GIRARDEAU UNIT PRICE SCHEDULE DEFINITIONS A. MOBILIZATION A lump sum payment not to exceed three (3) percent of the total bid amount will be made to the Contractor with the first monthly progress payment as a reasonable amount to start project. B. MANHOLES Payment will be based on completed, precast or cast -in-place concrete manhole construction. Such payment shall include all costs of excavation, sheeting and shoring (as required), forming (as required), dewatering (as required), manhole base, walls, cones, plastering where required, making pipe connections, grout, joint seals, steps, frames, covers, bedding, testing, and backfill. In addition, payment will be based on which depth category the manhole belongs (1'-101, greater than 10' and up to 151, greater than 15' and up to 201, etc.). The measurement of depth shall be the vertical feet of manhole from the top of the frame and cover to the invert of the discharge sewer pipe. C. GRAVITY SANITARY SEWER PIPE Payment will be based on lineal feet of installed pipe, measured along the pipe centerline from center to center of manholes or junction chambers. Work activities include, but are not limited to excavation; removing sewer pipe designated to be removed; removing and replacing fence (as required), sheeting and shoring (as required), forming (as required); dewatering (as required); procuring, placing and compacting bedding materials; concrete encasement or saddles (as required); procuring and installing sewer pipe and all appurtenances, including cleanouts at locations shown on plans; connecting to existing manholes and other structures; placing and compacting backfill (granular backfill is paid as a separate item as defined in Section F) ; respreading topsoil (when required); aggregate surface course (as required); testing; and site restoration except for turfing and pavement replacement, all as defined in the Specifications. In addition, payment will be based on the incremental depth of the sewer (0'-101, greater than 10' and up to 151, greater than 15' and up to 201, etc.). The measurement of depth shall be the vertical feet from ground surface to the installed sewer invert. D. JACKED CASING PIPE Payment will be based on completed installation of casing pipe. Such payment shall include all costs of procuring and installing casing pipe, excavation, sheeting and shoring (as required), dewatering (as required), boring pits, boring, jacking, casing spacers, and seals, sand or fly ash annular fill (if required), testing, and placing backfill. -- RTD FORM C5332800 SANITARY SEWER IMPROVEMENT PROGP.AM SLOAN RELIEF SEWER CITY OF CAPE GIRARDEAU E. LATERAL RECONNECTIONS F G Payment will be based on complete reconnection of existing service lateral. Such payment shall include all costs of excavation, making pipe connections, boring or jacking of pipe under pavement, clean outs, plugging lateral stub outs from existing sewer, sheeting and shoring (as required), dewatering (as required), procuring and installing sewer pipe and all appurtenances, bedding, backfill, compaction, and site restoration, all as defined in the Specifications. GRANULAR BACKFILL Payment will be based on the trench box width specified on the drawings from 6 inches above the pipe to pavement subgrade. Such payment shall include all costs of procuring, hauling, placing, and compacting the granular backfill as defined in the Specifications. Payment will also include the cost of hauling off and disposing of the trench excavation being replaced with the granular backfill. No payment will be made for granular backfill that extends greater than 5 feet outside the edge of the pavement or structure. ` PAVEMENT REMOVAL & REPLACEMENT Payment will be based on square yards of pavement replacement and lineal feet of integral concrete curb or concrete curb and gutter as measured after construction. Such payment shall include all costs for break up and offsite removal of existing pavement and curbs, sawcutting, repairing subbase (as required) forming (as required), procuring and placing wire mesh (when required), procuring and placing portland cement concrete (PCC) or asphalt, procuring and placing integral concrete curbs or concrete curb and gutter sections, temporary pavement (as required), joint construction (including steel reinforcement), finishing operations, prime coat, tack coat, and pavement marking. No payment shall be made for pavement removal and replacement that extends beyond required pavement limits. H. PIPE & MH ABANDONMENT Payment shall be based on the number of plugs at opera ends of and plugs at pipe openings at manholes that are to to be abandoned; lineal feet of sewer pipe sections D be filled with sand or fly ash slurry; and number of o be abandoned. Work includes exposing and removing f sewer pipe for filling and plugging, including the :o complete the work -operations such as sand, fly ash, concrete, excavation, and pavement restoration. Work in abandoning manholes include, but are not limited up and offsite removal of pavement and up to the h top three feet of manhole, excavation, filling te sewer pipe remain or that are b manholes t portions o materials grout and activities to, break minimum L>;s diiG SAN1IARC: SEWER IMPROVEMENT PROGRAM SLOAN RELIEF SEWER CITY OF CAPE GIRARDEAU J. remaining portion of the manhole with granular fill, backfill and compaction, and pavement restoration. CLEARING, GRUBBING AND TURF REPLACEMENT Payment will be based on a 30 -foot wide clearing, grubbing and turfing area along the centerline of the pipe through unimproved areas such as lawns, fields, or woods. Such payment shall include all labor, equipment, turfing operation, protection of existing trees to remain, removal of trees and other vegetation, topsoil stripping and stockpiling, removal of stumps, roots and other debris protruding above ground, filling of depressions caused by clearing and grubbing, and disposal of materials to complete the work operation as defined in the Specifications. No payment shall be made for clearing, grubbing, and turfing outside the specified pay limits. ALTERNATE BIDDING ADDER Alternate Bidding Adder includes all the Work between Stations 72+45.41 and 84+57.49 as shown in Drawing No. SS -008. Payment for this item will be based on definitions and completed work as described in the applicable Items A through I above. nrn CnVM C5332800 SANITARY SEWER IMPROVEMENT PROGRAM SLOAN RELIEF SEWER CITY OF CAPE GIRARDEAU 5. BIDDER agrees that the Work under Total Base Bid will be substantially complete within 300 calendar days (240 calendar days for Work under Items A through I in Unit Price Schedule) after the date when the Contract Time commences to run as provided in Paragraph 2.3 o the General Conditions, and completed and ready for final payment in accordance with Paragraph 14.13 of the General Conditions within 330 calendar days (270 calendar days for Work under Items A through I in Unit Price Schedule),..after the date when the Contract Time commences to run. BIDDER accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the ci.mes specified in the Agreement. 6. The name and address of the surety company that will execute performance and payment bonds shall be entered in the spaces provided below. Failure to furnish the information requested may be cause for rejection of Bid. IMPORTANT - Surety companies executing BONDS must appear on the Treasury Department's most current list (Circular 570 as amended) and be authorized to transact business in Missouri. Name of Surety: FIREMAN'S FUND INSURANCE COMPANY Address: P.O. BOX 419060 - 727 CRAIG ROAD ST. LOUIS, MO 63141 - 9522 7. The following documents are attached to and made a condition of this Bid: (a) Required Bid Security in the form of 5% )91,080N0 (b` Required BIDDER's Qualification Statement with supporting data indicated by "Statement of Bidders Qualifications". (c) EPA Region VII Minority and Women's Business Enterprise Utilization Worksheet (d) Certification regarding Debarment, Suspension and Other Responsibility Matters. C C5332800 SANITARY SEWER IMPROVEMENT PROGRAM SLOAN RELIEF SEWER CITY OF CAPE GIRARDEAU STATEMENT OF BIDDERS QUALIFICATIONS Each Bidder for the Work included in the Contract Documents shall submit with their Bid the data requested in the following schedule of information. This data must be included in and made a part of each Bid and be contained in the sealed envelope. Failure to comply with this instruction may be regarded as justification_ for rejecting the Bidder's proposal. , (1) NAME OF BIDDER: MID -AMERICA SERVICES. INC. (2) BUSINESS ADDRESS: 3624 UNION SCHOOL ROAD - P.O. BOX 325 (3) WHEN ORGANIZED: CHESTER, IL 62233 1986 (3A) WHERE INCORPORATED: IL (4) IF NOT INCORPORATED, STATE TYPE OF BUSINESS AND PROVIDE YOUR FEDERAL TAX IDENTIFICATION NUMBER: NA (5) Number of years engaged in contracting business under present firm name: 14 YEARS (6) If you have done business under a different name, please give name and location: NO (7) Have you ever failed to complete any work awarded to your Company? If so, where and why?: NO (8) Have you ever defaulted on a Contract? NO (9) List of Contracts completed within last four years, including value of each: MURPHYSBORO SEWER REHABILITATION $_1�9nnn STEELEVILLE - EGYPTIAN WATER DISTRIBUTION SYSTEM & BOOSTER PUMP $1 450 000 ROYAL LAKES SANITARY SEWER SYSTEM $ 910,000 CARBONDALE - MILL ST. -UNDERPASS $1,400,000 CARBONDALE - CHARLES ROAD $ 470,000 RTP) FORM I • C5332800 SANITARY SEWER IMPROVEMENT PROGRAM SLOAN RELIEF SEWER CITY OF CAPE GIRARDEAU (10) List of Projects currently in progress (*): 1. CHESTER TERMINAL PUMP STATION & PUMP STATION #6 2. MURPHYSBORO SANITARY PUMP STATION #1 3. CAIRO WATER PUMP STATION 4. CARBONDALE NORTHWEST WASTEWATER TREATMENT PLANT 5. MENARD CORRECTIONAL CENTER BAR SCREEN AND SEWER REPLACEMENT (11) Anticipated Percent of sewer installation, for this project using: Open Cut 10o Microtunneling _ Uncased Boring LESS CASrA Bole * Attach additional sheets as necessary * C5332800 SANITARY SEWER IMPROVE" -?ENS' PROGRAM^^ SLOAN RELIEF SEWER CITY OF CAPE GIRARDEAU EPA REGION VII MINORITY AND WOMEN=S BUSINESS ENTERPRISE UTILIZATION WORKSHEET Grant Applicant e ITY of C'AP-t� 6 '2A24cA� Project No. St -040U, i2EuEjl-,� SEk/E/L Contractor/Engineer Sv�2� yup ( ,y,�- //►�►�-Ati'►E/L►(r# S.�G�.cti,i�u� Address C 1-I65;TF2 11'6zT,3? Contact Person F2AZ&,t Telephone No. wig-b24••LF��1 Amount of Contract 2.z M MBE Percentage WEE Percentage MBE Subcontractor WEE Address Contact Person. Telephone No. Amounc of Subcontract Scope of work 2. MBE Subcontractor WEE Address 3 4 Contact Person Amount of Subcontract Scope of Work Telephone No. MBE Subcontractor WEE Address Contact Person Telephone No. Amount of Subcontract Scope of Work MEE Subcontractor WEE Address Contact Person Telephone No. Amount of Subcontract Scope of Work Comments wE N AJG N07 12ECc 1y6A Ao,� at2orc-� bt�' A I'- `fin L-- of din -07 Date Prepared By Te ep one No. EPA Project Control Number NXEPA UNITED STATES E.NviRONMENTAL PROTECTION AGENCY Washington, DC 20460 Certification Regarding Debarment, Suspension, and Other Responsibility Matters The prospective participant certifies to the best of is knowledge and belief that it and its principals: (a) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal department or agency: (b) Have not within a three year period preceding this proposal been convicted of or had a civil judgement rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State, or local) transaction or contract under a public transaction; violation of federal or State antitrust statutes or commission of embezzlement, theft, bribery, falsification or destruction of records, making false statements, or receiving stolen property; (c) Are not presently indicted for or otherwise criminally or civilly charged by a government entity (Federal, State, or local) with commission of any of the offenses enumerated in paragraph (1) (b) of this certification; and (d) Have not within a three year period preceding this application/proposal had one or more public transactions (Federal, State, or local) terminated for cause or default I understand that a false statement on this certification may be grounds for rejection of this proposal or termination of the award. In addition, under 18 USC Sec. 1001, a false statement may result in a fine of up to $10,000 or imprisonment for up to 5 years, or both. BRETT A. FRAZER PRESIDENT Typed ,tame & Tide of Authorized Representative I am unable to certify to the above statements. My explanation is attached. EPA form 5700-49 (l 143) nn Inn_,., 11-28-00 Instructions Under Executive Order 12549, an individual or organization debarred or excluded from participation in Federal assistance or benefit programs may not receive any assistance a'Nard under a Federal program, or a subagreement thereunder for 525,000 or more. Accordingly, each prospective recipient of an EPA grant, loan, or cooperative agreement and any contract or subagreement participant thereunder must complete the attached certification or provide an explanation why they cannot. For further details, see 40 CFR 32.510, Participants' responsibilities, in the attached regulation. Where To Submit The prospective EPA grant, loan, or cooperative agreement recipient must return the signed certification or explanation with its application to the appropriate EPA Headquarters or Regional office, as required in the application instructions. A prospective prime contractor must submit a completed certincation or explanation to the individual or organization awarding the contract. Each prospective subcontractor must submit a completed certification or explanation to the prime contractor for the project. How To Obtain Forms: EPA includes the certification form, instructions, and a copy of its implementing regulation (40 CFR Pan: 32) in each application kit Applicants may reproduce these materials as needed and provide them to their prospective prime contractor, who, in turn, may reproduce and provide them to prospective subcontractors. Additional copies/assistance may be requested from: Compliance Branch Grants Administration Division (PM -216F) U. S. Environmental Protection Agency 401 M Stfeet, SW Washington, DC 20460 (Telephone: 2021475-8025) EPA Form 5700-49 (11-88) 00300-14 C5332800 SANITARY SEWER IMPROVEMENT PROGRAM SLOAN RELIEF SEWER CITY OF CAPE GIRARDEAU 5. Communications concerning this Bid shall be addressed to: MID -AMERICA SERVICES, INC. P.O. BOX 325 CHESTER, IL 62233 6. Terms used in this Bid which are defined in the General Conditions or Instructions will have the meanings indicated in the General Conditions or Instructions. SUBMITTED on NOV. 28 , 20 00 If BIDDER is: AN INDIVIDUAL By(SEAL) SEAL ) (Individual's Name) doing business as Business Address: Phone No.: A PARTNERSHIP By Firm Name (General Partner) Business address: Phone No.: (SEAL) C5332800 SANITARY SEWER IMPROVEMENT PROGF.Aih SLOAN RELIEF SEWER CITY OF CAPE GIRARDEAU A CORPORATION By MID -AMERICA SERVICES, INC. ,(SEAL,) , (Corporation Name) ILLINOIS (State of Incorporation) By BRETT A. FRAZER (Name of Person Authorized to S-ign) PRESIDENT (Title) (Corporate Seal) (S EA -L) Attest BRENDA S. FRAZER ``•f �' (Secretary) _ •`,•' Business Address: 3624 UNION SCHOOL ROAD - P.Oz'1:C 325 CHESTER, IL 62233 Phone No.: 618-826-2854 A JOINT VENTURE By (SEAL) (Name) (Address) By (SEAL) (Name) (Address) Phone Number and Address for receipt of official communications (Each joint venturer must sign. The manner of signing for each individual, partnership and corporation that is a party to the joint venture should be in the manner indicated above). c333:400 \ SRS -VI -00300 00300-16 BID FORM THE AMERICAN INSTITUTE OF ARCHITECTS Bid Bond BOND # FF550 KNOW ALL MEN BY THESE PRESENTS, that we MID -AMERICA SERVICES, INC. P.O. BOX 325 CHESTER, IL 62233 (Here insert full name ,and address or legal title of Contractor) as Principal, hereinafter called the Principal, and NATIONAL SURETY CORPORATION 727 CRAIG ROAD ST. LOUIS, MO 63141 a corporation duly organized under the laws of the State of ILLINOIS as Surety, hereinafter called the Surety, are held and firmly bound unto CITY OF CAPE GIRARDEAU 401 INDEPENDENCE STREET CAPE GIRARDEAU, MO 63701 (Here insert full name .and address or legal title of Owner) as Obligee, hereinafter called the Obligee, in the sum of Five Percent of Amount Bid -Dollars ($ 5%), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Sloan Relief Sewer, Sanitary Sewer Improvement Program �' (Here insert full name, address and description of project) NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the P Ai ipal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger &A6iint . which the Obligee may in good faith contract with another party to perform the Work covered by said bid then this obh'gatj6n s}t� pi -null and void, otherwise to remain in full force and effect. Signed and sealed this 28th day of November, 2000. 'k (Witness) ( itness) MID -AMERICA SERVICES, INC. (Pri al) (Seal) ' ' (Title) NATIONAL SURETY CORPORATION (Sur ax_-' � (Seal) - CAROL D. ERWINE, Attorney -in -Fact AIA DOCUMENT A310 BID BOND AIA ak) FEBRUARY 1970 ED THE AMERICAN INSTITIT 'E OF ARCHITECTS, 1735 N.Y. AVE.. N.W. WASHINGTON. D.C. 20006 I WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution. FIREMAN'S FUND INSURANCE COMPANY NATIONAL SURETY CORPORATION ASSOCIATED INDEMNITY CORPORATION THE AMERICAN INSURANCE COMPANY AMERICAN AUTOMOBILE INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That FIREMAN'S FUND INSURANCE COMPANY, a California corporation, NATIONAL SURETY CORPORATION, an Illinois corporation, THE AMERICAN INSURANCE COMPANY, a New Jersey corporation redomesticated in Nebraska, ASSOCIATED INDEMNITY CORPORATION, a California corporation, and AMERICAN AUTOMOBILE INSURANCE COMPANY, a Missouri corporation, (herein collectively called "the Companies') does each hereby appoint Ralph L. McQuiggan, Charles R. McQuiggan, T. L. Simmons, and Carol D. Erwine, Edwardsville, IL their true and lawful Attomey(s)-in-Fact, with full power of authority hereby conferred in their name, place and stead, to execute, seal, acknowledge and deliver any and all bonds, undertakings, recognizances or other written obligations in the nature thereof------------------------------------------------------------------ and to bind the Companies thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate seals of the Companies and duly attested by the Companies' Secretary, hereby ratifying and confirming all that the said Attomey(s)-in-Fact may do in the premises. This power of attorney is granted under and by the authority of Article VII of the By-laws of FIREMAN'S FUND INSURANCE COMPANY, NATIONAL SURETY CORPORATION, THE AMERICAN INSURANCE COMPANY, ASSOCIATED INDEMNITY CORPORATION and AMERICAN AUTOMOBILE INSURANCE COMPANY which provisions are now in full force and effect This power of attorney is signed and sealed under the authority of the following Resolution adopted by the Board of Directors of FIREMAN'S FUND INSURANCE COMPANY, NATIONAL SURETY CORPORATION, THE AMERICAN INSURANCE COMPANY, ASSOCIATED INDEMNITY CORPORATION and AMERICAN AUTOMOBILE INSURANCE COMPANY at a meeting duly called and held, or by written consent, on the 19th day of Manch, 1995, and said Resolution has not been amended or repealed: "RESOLVED, that the signature of any Vice -President, Assistant Secretary, and Resident Assistant Secretary of the Companies, and the seal of the Companies may be affixed or printed on any power of attorney, on any revocation of any power of attorney, or on any certificate relating thereto, by facsimile. and any power of attorney, any revocation of any power of attorney, or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Companies." IN WHEREOF, the E�oompv�rties have caused th presents to be signed by their Vice -President, and their corporate seals to be hereunto affixed this day of UCtUner 925 ataarr �jo.N's WER y �" � w. FIREMAN'S FUND INSURANCE COMPANY ! �...., .�e tt, f..... qa �?.�•"'O t+;s ti�dt_-Fi NATIONAL SURETY CORPORATION �`' • • _ �'' THE AMERICAN INSURANCE COMPANY arrca,aroSEAL' > ASSOCIATED INDEMNITY CORPORATION 6�,. : g MG �e �2 s 5`•. ._ i;��` AMERICAN AUTOMOBILE INSURANCE COMPANY 'Y� ` •....•...• NCE C0GRAkCE•COV�� By STATE OF CALIFORNIA vie -P-Wnt ss. COUNTY OF MARIN On this 21 day of ` October 1998 , before me personally came M. A. Mallonee to me known, who, being by me duly sworn, did depose and say: that he is a Vice -President of each company, described in and which executed the above instrument; that he knows the seals of the said affixed Companies; that the seals axed to the said instrument are such company seals; that they were so affixed by order of the Board of Directors of said companies and that he signed his name thereto by like order. IN WETNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year herein first above written. i 6WCoML OCAMPO M.bVkL1SNoy2B.20O1 Commission # 1163726 Notary Public - Colifomia Marin County Notary Public CERTIFICATE STATE OF CALIFORNIA COUNTY OF M, I ss. 1, the undersigned, Resident Assistant Secretary of each company, DO HEREBY CERTIFY that the foregoing and attached POWER OF ATTORNEY remains in full force and has not been revoked, and furthermore that Article VII of the By-laws of each company, and the Resolution of the Board of Directors; set forth in the Power of Attorney, are now in force. Signed and sealed at the County of Marin. Dated the 28th day of November , 2000 Ty (``•01CA tarsari a.,aro• •` Resident Assistant Secretary MAMA VAR R STATE OF . ILLINOIS COUNTY OF MADISON On November 28,2000 before me, a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, personally appeared CAROL D. ERWINE know to me to be the Attorney -In -Fact of National Surety Corporation the corporation described in and that she executed the within and foregoing instrument, and know to me to be the person who executed the said instrument in behalf of the said corporation, and she duly acknowledged to me that such corporation executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year stated in the certificate above. My Commission Expires: 5/20/03 Notary P lic "OFFICIAL SEAL" SHERRY A. SIMMONS NOTARY PUBLIC, STATE OF ILLINOIS MY COMMISSION EXPIRES 5/70/Z003 November 28, 2000 MID -AMERICA SERVICES, INC. 3624 Union School Rd. • P.O. Box 325 Chester, Illinois 62233 City of Cape Girardeau City Hall 401 Independence Street Cape Girardeau, MO 63701 Attn: Mark Lester City Engineer Ref: Sloan Relief Sewer Sanitary Sewer Improvement Program City of Cape Girardeau, Missouri Dear Mr. Lester: PH. (618) 826-2854 FAX (618) 826-3586 Pursuant to section 3.1 of Qualifications of Bidders please accept this as our convenant to obtain authority to do business in Missouri prior to award of the contract if we are low bidder. Mid-America Services, Inc. has completed an Application for Certificate of Authority for a Foreign For -Profit Corporation and we are in the process of receiving our Certificate of Good Standing/Existence from the Office of the Illinois Secretary of State. All of the above is being expedited quickly and proof of obtaining these documents will be submitted within five days after bid opening. Thank you very much for your cooperation in this matter. Repectfully submitted, MID -AMERICA SERVICES, INC. Brett Frazer President BF/mae CHANGE ORDER t (Instructions on reverse side) No. SC -01 PROJECT Sloan Relief Sewer DATE OF ISSUANCE EFFECTIVE DATE OWNER City of Cape Girardeau Missouri OWNER's Contract No. 3526 Sloan Relief Sewer CONTRACTOR Mid-America Services, Inc. ENGINEER Sverdrup Civil, Inc. You are directed to make the following changes in the Contract Documents: Description: Increase the Contract Price and Contract Time for Rock Excavation in accordance with the attached Work Change Directive No. SC -01. Modify the Contract Documents to incorporate the no -cost change set forth in the attached Field Order No. SC -01. Reason for Change Order: Add appropriate quantities of Rock Excavation to reflect actual quantities of work performed and additional time required under the terms of the contract. Attachments: Work Change Directive No. SC -01 and Field Order No. SC-01� CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMv E Original Contract Price Original Contract Times Substantial Completion: November 1, 2001 $ 1905 815.00 _ Ready for final payment: December 1 2001 days or dates Net changes from previous Change Orders No. = to No. = Net change from previous Change Orders No.= to No. $ -0- -0- days Contract Price prior to this Change Order Contract Times prior to this Change Order Substantial Completion: November 1, 2001 $ 1,905,815.00 Ready for final payment: December 1, 2001 days or dates Net Increase () of this Change Order Net Increase () of this Change Order $ 44 153.73 Twenty-one (21) Calendar days days Contract Price with all approved Change Orders Contract Times with all approved Change Orders Substantial Completion: November 22 2001 $ 1,949,968.73 Ready for final payment: December 22, 2001 days or dates RECOMMENDED: APPROVE ACCEPTED: BY:C BY:A40;/�Cj -r En ineer (Authorized Signature) Owner Michael G. Miller, City Manager Contractor (Authorized Signatuf Date:/7Z1 71 DI Date: �� ��a 2 Date:,/2- EJCDC No. 1910-8-B (1990 Edition) Prepared by the Engineers Joint Contract Documents Committee and endorsed by The Associated General Contractors of America C3328 -12.42a CHANGE ORDER (instructions on reverse side) No. SC -01 PROJECT Sloan Relief Sewer DATE OF ISSUANCE EFFECTIVE DATE OWNER City of Cape Girardeau Missouri OWNER's Contract No. 3526 Sloan Relief Sewer CONTRACTOR Mid-America Services, Inc. ENGINEER Sverdrup Civil, Inc. You are directed to make the following changes in the Contract Documents: Description: Increase the Contract Price and Contract Time for Rock Excavation in accordance with the attached Work Change Directive No. SC -01. Modify the Contract Documents to incorporate the no -cost change set forth in the attached Field Order No. SC -01. - Reason for Change Order: Add appropriate quantities of Rock Excavation to reflect actual quantities of work performed and additional time required under the terms of the contract. Attachments: Work Change Directive No. SC -01 and Field Order No. SC -01 CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price Original Contract Times Substantial Completion: November 1 2001 $ 1905 815.00 Ready for final payment: December 1, 2001 days or dates Net changes from previous Change Orders No. = to No. = Net change from previous Change Orders No.= to No. $ -0- days Contract Price prior to this Change Order Contract Times prior to this Change Order Substantial Completion: November 1 2001 $ 1,905,815.00 Ready for final payment: December 1 2001 days or dates Net Increase () of this Change Order Net Increase of this Change Order $ 44 153.73 Twenty-one (21) Calendar days days Contract Price with all approved Change Orders Contract Times with all approved Change Orders Substantial Completion: November 22, 2001 $ 1,949,968.73 Ready for final payment: December 22 2001 days or dates RECOMMENDED: OVED- ACCEPTED: BY;!, // -� � B Engineer (Authorized Signature) er Michael G. Mille Ci Contractor (Authorized Siknatur Date: IV/Z/01 Date: ' D U' Date: 11 EJCDC No. 1910-8-B (1990 Edition) Prepared by the Engineers Joint Contract Documents Committee and endorsed by The Associated General Contractors of America C3328 -12.42a R. s4 CHANGE ORDER INSTRUCTIONS A. GENERAL INFORMATION This document was developed to provide a uniform format for handling contract changes that affect Contract Price or Contract Times. Changes that have been initiated by a Work Change Directive must be incorporated into a subsequent Change Order if they affect Contract Price or Times. Changes that affect Contract Price or Contract Times should be promptly covered by a Change Order. The practice of accumulating change order items to reduce the administrative burden may lead to unnecessary disputes. If Milestones have been listed any effect of a Change Order thereon should be addressed. For supplernXital instructions and minor changes not involving a change in the Contract Price or Contract Times, a Field Order may be used. B. COMPLETING THE CHANGE ORDER FORM Engineer initiates the form, including a description of the changes involved and attachments based upon documents and proposals submitted by Contractor, or requests from Owner, or both. Once Engineer has completed and signed the form, all copies should be sent to Contractor for approval. After approval by Contractor, all copies should be sent to Owner for approval. Engineer should make distribution of executed copies after approval by Owner. If a change only applies to Contract Price or to Contract Times, cross out the part of the tabulation that does not apply. STATE OF MISSOURI DEPARTMENT March 6, 2003 Boh Holden, Governor • Stephen ,Nf. Mahlbod. Director OF NATURAL RESOURCES www dnnstate.mo.us John Ramsey Jacobs Civil, Inc. 501 North Broadway - St. Louis, MO 63102-2121 RE: C295229-02, Cape Girardeau, Missouri Change Order Number SC -02 for the Sloan Relief Sewer Improvement Dear Mr. Ramsey: Enclosed is approved Change Order Number 2 for the Sloan Relief Sewer Improvement. Change Order Number 2 decreases the eligible cost of construction by $25,151.91 and increases the construction time by 60 days. Invoices from your engineer should clearly separate eligible and ineligible costs. We suggest the invoice refer to the date of this letter for eligibility purposes. Failure to clearly separate eligible and ineligible costs may result in the disallowance of project costs should the project be audited after project closeout. Financial assistance on this project is limited to the amount of the loan and cannot be increased. This change order is for your official project records and should be maintained on file for a minimum of four (4) years following the completion of disbursement. This date may be found in the financing documents of your loan agreement. Sincerely, WATER POLLUTION CONTROL PROGRAM Patricia Pride Project Review Engineer PP:lsm Enclosure c: Southeast Regional Office Doug Garrett, Financial Services Section Mark Lester, P.E., City Engineer John Bennett, Jacobs Ciin'tegity and excellence in all we do co RECYCLED PAVER f'''a,-af.. is ..• �.+� CHANGE ORDER (Instructions on reverse side) No. SC -02 (FINAL) PROJECT Sloan Relief Sewer DATE OF ISSUANCE EFFECTIVE DATE OWNER Cily of Cape Girardeau Missouri OWNER'S Contract No. 3526 Sloan Relief Sewer f CONTRACTOR Mid-America Services. Inc. ENGINEER Sverdrup Civil,.Inc. You are directed to make the following changes in the Contract Documents: Description: Decrease the Contract Price in accordance with the attached List of Additions and Deletions to adjust all unit price items to final as constructed quantities. Increase the Contract Time in accordance with the attached Work Change Directive No. SC -02. Modify the Contract Documents to incorporate the no -cost change set forth in the attached Field Order No. SC -01. Reason for Change Order: Add and/or delete appropriate quantities for each Bid Item to reflect actual quantities of work performed and additional time required under the terms of the contract. Attachments: List of Additions and Deletions, Work Change Directive No. SC -02 and Field Order No. SC -02. CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price Original Contract Times Substantial Completion: November 1, 2001 $ 1905 815.00 Ready for final payment: December 1, 2001 days or dates Net changes from previous Change Orders No. = to No. SC -01 Net change from previous Change Orders No.= to No. SC -01 $ + 44 153.73 Increase Twenty -One (21) Calendar days days Contract Price prior to this Change Order Contract Times prior to this Change Order Substantial Completion: November 22, 2001 $ 1,949,968.73 Ready for final payment: December 22, 2001 days or dates Net Decrease of this Change Order Net Increase (deeseeoo) of this Change Order $ (25151901 Sixty (60) Calendar days days Contract Price with all approved Change Orders Contract Times with all approved Change Orders Substantial Completion: January 19 2002 $ 1,8- ,9241683 Ready for final payment: February 20 2002 days or dates RECOMMENDED: APPROV ACCEPTED: BY: Engineer (Authorized Signature) 17 Date:1���3 0 /0'Z Owner Michael G. Miller, City Manager Date: I / 3l (6? BY: &'�� Contractor (Authorized Signature) Date: J Q0 EJCDC No. 1910-8-B (1990 Edition) Prepared by the Engineers Joint Contract Documents Committee and endorsed by The Associated General Contractors of America C3328 -12.42d 4• ATTACHMENT 1 CHANGE ORDER NO. SC -02 (FINAL) TO CONTRACT NO. 3526 SLOAN RELIEF SEWER PROJECT CAPE GIRARDEAU SANITARY SEWER IMPROVEMENT PROGRAM LIST OF ADDITIONS AND DELETIONS The following changes are hereby made to the Contract Documents: ADD: AMOUNT A. One (1) each Standard Manhole at the Contract Unit Price for Bid Item B.2.a. + $ 8,000.00 B. One (1) each Outside Drop Manhole at the Contract Unit Price + $ 10,000.00 for Bid Item B.2.b. C. One (1) each Standard Manhole at the Contract Unit Price for + $ 11,000.00 Bid Item B.3.a. D. Approximately 9.50 LF of 8 -inch Gravity Sewer Pipe at the + $ 760.00 Contract Unit Price for Bid Item C.l or $80 per LF. E. Approximately 51.64 LF of 10 -inch Gravity Sewer Pipe at + $ 5,164.00 the Contract Unit Price for Bid Item C.2 or $100 per LF. F. Approximately 2.65 LF of 15 -inch Gravity Sewer Pipe at the + $ 397.50 Contract Unit Price for Bid Item CA or $150 per LF. G. Approximately 7.82 LF of 18 -inch Gravity Sewer Pipe at the + $ 1,329.40 Contract Unit Price for Bid Item C.5 or $170 per LF. H. Approximately 4.65 LF of 21 -inch Gravity Sewer Pipe at the + $ 837.00 Contract Unit Price for Bid Item C.6 or $180 per LF. I. Approximately 203.76 SY of Asphaltic Concrete Pavement (ACP) + $ 8,150.40 at the Contract Unit Price for Bid Item G.1 or $40 per SY. DEDUCT: J. Two (2) Outside Drop Manholes at the Contract Unit Price for Bid Item B.l.b or $9,000.00 each. - $ 18,000.00 K. One (1) Standard Manhole at the Contract Unit Price for Bid Item B.2.b or $9,000.00 each. - $ 9,000.00 03328-12.42c CHANGE ORDER NO. CS -02 LIST OF ADDITIONS AND DELETIONS PAGE 2 L. Approximately 3.79 LF of 12 -inch Gravity Sewer Pipe at the Contract Unit Price for Bid Item C.3 or $120 per LF. - $ 454.80 M. Approximately 8.35 LF of 24 -inch Gravity Sewer Pipe at the Contract Unit Price for Bid Item C.7 or $300 per LF. - $ 2,505.00 N. Approximately 358.90 CY of Granular Backfill at the Contract Unit Price for Bid Item F or $20 per CY. - $ 7,178.00 O. Bid Item E, Type "A" Lateral Reconnection at the Contract - $ 2,000.00 Price. P. Bid Item E, Type `B" Lateral Reconnections at the Contract Unit Price for two (2) each at $2,000.00 per each. - $ 4,000.00 Q. Approximately 60.54 SY of Portland Cement Concrete Pavement at the Contract Unit Price for Bid Item G.2 or $60 per CY. - $ 3,632.40 R. Bid Item H. La for twenty-six (26) each 8" through 12"Pipe Plugs at the Contract Unit Price of $500 per each. - $ 13,000.00 S. Bid Item H.l .b for two (2) each 15" through 18" Pipe Plugs at the Contract Unit Price of $600 per each. - $ 1,200.00 T. Approximately 460 LF of Pipe Abandonment with Fly Ash Slurry at the Contract Unit Price for Bid Item H.2 or $17 per Lineal Foot. - $ 7,820.00 U. Bid Item H.3, Manhole Abandonment for two (2) each manholes at the Contract Unit Price of $1,000.00 per each. - $ 2 000.00 TOTAL DECREASE IN CONTRACT PRICE: - S 25,15f 90 Note: Also attached is Field Order No. SC -02 that details changes to the Contract Documents that do not involve a change in the Contract Price or Contract Times. C3328 -12.42c WORK CHANGE DIRECTIVE (Instructions on reverse side) PROJECT: C13328 Sloan Relief Sewer Sanitary Sewer Improvement Program ATE OF ISSUANCE• December 21, 2001 OWNER:. City of Cape Girardeau, Missouri OWNER's Contract No.: 3526, Sloan Relief Sewer No. SC -02 EFFECTIVE DATE: December 21, 2001 ENGINEER: Sverdrup Civil, Inc. CONTRACTOR: Mid-America Services, Inc. You are directed to proceed promptly with the following change(s): Description: Increase the Contract Time by Sixty (60) calendar days due to the excusable delay caused by a defective pump controller at New Lift Station No. 1. This Work Change Directive will subsequently be submitted as part of an appropriate Change Order to be approved by the City, Contractor, Engineer and Missouri Department of Natural Resources. Purpose of Work Change Directive: Extend the contract time to allow the Contractor adequate time to complete sanitary sewer connections to the new Sloan Relief Sewer that drains by gravity to New Lift Station No. 1. Acceptance and operation of Lift Station No. 1 tinder separate construction contract is required before sanitary sewer flow can be diverted to the new Sloan Relief Sewer. Attachments: Attachment #1 -Engineer's Letter No. C13328-1894 dated December 19, 2001 and Attachment #2 -Contractor's request for time extension with revised schedule attached. If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order based thereon will involve one or more of the following methods of determining the effect of the change(s). Method of determining change in Contract Price: ❑ Unit Prices ❑ Lump Sum ❑ Other N/A Estimated increase () in Contract Price: If the change involves an increase, the estimated amount is not to be exceeded without further authorization. RECOMMENDED: Sverdrup Civil Inc. ENGINEER Method of determining change in Contract Times: j$( Contractor's records (� Engineer's records ❑ Other Estimated increase () in Contract Times: Substantial Completion: 60 days; Ready for final payment: 60 days. If the change involves an increase, the estimated times are not to be exceeded without further authorization. Final Completion: February 20, 200T, AUTHORIZED: City of Cape Girardeau OWNER By:�c�fm— rpt . ( By' (A _ uthorized Signature) (Authorized Signature) ' C3328-I2.34d EJCDC No. 1910-8-F (1990 Edition) Committee and endorsed by The Associated General Contractors of America. Prepared by the Engineers Joint Contract Documents Sverdrup Civil, Inc. 314 436.7600 V t !! `, 13723 Riverport Drive Maryland Heights, Missouri 63043 December 19, 2001 Letter No.: C13328-1894 HAND DELIVERED Brett A. Frazer, President MID -AMERICA SERVICES, INC. P.O. Box 325 Chester, IL 62233 Subject: Sloan Relief Sewer — Contract Completion Date Sanitary Sewer Improvement Program Cape Girardeau, Missouri Dear Mr. Frazer: On December 12, 2001, the new Lift Station No. 1 was scheduled to be placed into service in Cape Girardeau. As you know, this Lift Station will be receiving Sanitary Sewer flow from the new Sloan Relief Sewer that your company -is currently constructing. Due to a defective pump controller, Lift Station No. 1 will not be ready for service until January 2, 2002 or thereabout. This will affect the item of work shown on your schedule as "TIE-INS", because sewer now cannot be diverted to the new Sloan Relief Sewer until Lift Station No. 1 is fully operational and accepted by the City. On December 18, 2001, City Engineer, Mark Lester and I reviewed the Project Schedules of the Sloan Relief Sewer and the Lift Stations and Force Main. Considering the delay caused by the defective pump controller, Mark is willing to recommend an extension of contract time for the Sloan Relief Sewer Project. This extension will be conditioned on completing the remaining items of work within the allotted times shown on your previous schedule. Please revise your schedule to show the item "TIE-INS" starting on January 2, 2002, and submit it along with a written request for extension of contract time to my attention on or before December 21, 2001. It is very important that I receive this information by December 21, 2001, since Work Change Directive No. SC -01 established Contract Final Completion on December 22, 2001. If you should have any questions or need further clarifications, please do not hesitate to contact me. 03329-12.436 Brett A. Frazer December 19, 2001 Letter No. C 13328-1894 Page 2 Very truly yours, SVERDRUP CIVIL, INC. 34,1- /e- /�� John R. Bennett Resident Project Representative JRB/dsc c: Darrel Eggemeyer Mark A Lester P.K. Mathai Marty Platz Rich Vedder MID -AMERICA SERVICES, INC. 3624 Union School Rd. • P.O. Box 325 Chester, Illinois 62233 December 19, 2001 Sverdrup Civil, Inc. Attn: John Bennett P.O. Box 1604 Cape Girardeau, MO 63702-1604 RE: 2173 — Cape Girardeau, MO — Sloan Relief Sewer Mr. Bennett: Attached is a revised schedule for the Sloan Relief Sewer project. PH. (618) 826-2854 FAX (618) 826-3586 The "tie-ins" from the existing sewer into the new sewer main can be started after January 2, 2002, when lift station #1 is operational. To complete the remaining items of this work, Mid-America Services, Inc. is requesting an extension of time to February 22, 2002. Sincerely, Mid-America Services, Inc. 9"Id'1�7 Brett A. Frazer, President J� fSY��4RuP FiEt,� OFFIcE C 33a8 - IA-�-3 2173 - SLOAN RELIEF SEWER - CAPE GIRARDEAU BAR SCHEDULE NOTE: WEATHER, RIVER STAGE AND ROCK ARE NOT REFLECTED IN SCHEDULE. c- O O O I— O O � O O r O � 0 O r- 0 O � 0 O � O --- O O r- O O � O O r- O O N N N N N WEEK OO O N N N N O O O O O O O O N N N N O N N O N r- N � N N O O O O N O O N O O NN p O N 0r 0O NONE WORKING DAYS) O r O O o O N O N O N C NO s- O O N Lo N N N Qi N -- O v- CO N L co L r- L T- L N L � CO L N - T- � � T-aP0 (5 o NN N ch O (' "m N 0 L- Co t- L N L N L L N -0 L 0 -0 L 0 -0 0 m 0 .Q 0 m 0 m N .a 0 � C N O c� •. •+ 0 •+ E p? E a? E :i E °i a� o a� 0 0 a� 0 o E a� E a� E a� E a� E a� E a� E a� E a� E a� `� 2 ca 2 m 2 �' �' �' 0 0 0 0 0 0 0 0 0 0 aUi � 0 0� c c c cu c m 5 a¢ Q Q ami co ami co 0 W co O O O O O Z z Z z o 0 0 o D -`; —`° ti ti EWER MAIN MH 2-20 ORE SPRIGG ESTING IE -INS 'IPE & MH ABANDON TREET REPAIRS I ;LEANUP / SEEDINGS NOTE: WEATHER, RIVER STAGE AND ROCK ARE NOT REFLECTED IN SCHEDULE. a FIELD ORDER FIELD ORDER NO: SC -02 PROJECT NO: C13328 DATE: August 23, 2001 This form is to be used only for emergency instructions to a contractor where the time required for preparation and execution of a formal Change Order would result in delay or stoppage of the work, in accordance with Articles 1.19 and 9.5 of the General Conditions of the Contract. PROJECT: Sloan Relief Sewer Cape Girardeau Sanitary Sewer Improvement Program TO CONTRACTOR: Mid-America Services, Inc. CONTRACT DATE: February 22, 2001 You are hereby authorized to make the following changes in your contract for the above project: Raise the top elevation of Manhole No. SS -A13 to elevation 349.13 (+/-) ft. and change the slope of the 8 -inch gravity sewer from SSMH-D1 to SSMH-A13 as indicated on the attached revised profile (contract drawing no. SS -004). This change will extend the vertical height of outside drop by 3.00 ft. and the new grade of the 8 -inch sewer shall be 7.21%. The final grade of earth fill around Manhole No. SS - A13 shall be filled to the approximate elevations and slopes indicated on the attached drawing after the existing gravity sewer is abandoned. Surface drainage structures and grading shown on the attached revised drawing will be constructed after the new sewer is completed, tested and accepted by the Owner. The Owner will consider proposals for additional work per Request for Proposal No. SC -01. The cost of this change will be adjusted on a unit price basis after final confirmation of as -built quantities and the acceptance of an appropriate change order. The foregoing field order is issued in accordance with Section 9.5 of the Contract and does not involve an adjustment in the contract price or the contract times and is compatible with the design concept of the completed project as a functioning whole as indicated by the contract documents. x/o. FU,T11E ENGINEER FdUm CITY OF CAPE GIRARDEAU FOR THE CONTRACT R DISTRIBUTION: City of Cape Girardeau Engineer Contractor Inspector C3328-12.33c.doc OUTSIDE DROP SS SS OUTSIDE DROP MANHOLE MH MH MANHOLE STA :0+41.05 01 A13 STA 0+00.00 "D" LINE= TOP 362.001 STA 22+79.69 "A" UNE INV 350.81 TOP 349• �3 . 3 6 0 3 6 0 INV 345.50 ` -----_---_-«_ _ _--- ---- ------ r-_- _----_------------ EX. 8" (U I P) 350 --------------------------------------- - -----------�----INV 342_5¢--------------- j I NV 332.40 - ! \ 350- --- - EX 12" AE's I AL _ -- -------- -CROSS 1 NG -(TUR)------------- -- F1L[ AFr.,e_ h5MoVAr_ i OF '. A t -1AL CRaSs/�JG ) ��-- GRoLl RGP RAP 340 - � oao EX/ST/nfG ------------------------------------------------� ------ �Ew �p.tr D/A, C1�/P � L/NE-tA- PROF I L E ��D'21" FROM MH -A 4 : Srr�, Z? -+90 330 330 - - .... __ - . _ __21" TO -1AH-A 12 - - - 41.05'-8" P I PE o�- �, 0+00 ^ h/O-tom:,3oCm FILL :A /Dlq.:SD ' --- -- - - - -- '- A - � OUTSIDE DROP; O RoA&SEa GkA614c, Tc Be; NE GO - SS MANHOLE U -r►ACED i'ER RFP X10 , Sc—o r . A13 STA 22+79.69 { N TOP 3¢9. INV 332.40 60 247.29'-21 " PIPEbpiLd 0 0.10% ` v.1 30" D1A, CMP � 145.35'-2111 PIPE _ -- Ws 22 4-90(f) o0. 7.. N EXPOSE D /2r, G,e.4✓.ss. T8A I ' �R� �\ r- ` ; 8" FROM "D I" 14 0 - - -•�_. 7 EXISTItjG Ld Z U I" Q' 41 , i CHANGE ORDER (Instructions on reverse side) No. SC -02 (FINAL) PROJECT Sloan Relief Sewer DATE OF ISSUANCE EFFECTIVE DATE OWNER Ci of Ca a Girardeau Missouri OWNER'S Contract No. 3526 Sloan Relief Sewer CONTRACTOR Mid-America Services Inc. ENGINEER Sverdrup Civil Inc. You are directed to make the following changes in the Contract Documents: Description: Decrease the Contract Price in accordance with the attached List of Additions and Deletions to adjust all unit price items to final as constructed quantities. Increase the Contract Time in accordance with the attached Work Change Directive No. SC -02. Modify the Contract Documents to incorporate the no -cost change set forth in the attached Field Order No. SC -01. Reason for Change Order: Add and/or delete appropriate quantities for each Bid Item to reflect actual quantities of work performed and additional time required under the terms of the contract. Attachments: List of Additions and Deletions, Work Change Directive No. SC -02 and Field Order No. SC -02. CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price Original Contract Times Substantial Completion: November 1 2001 $ 1'905'g5.00 Ready for final payment: December 1 2001 days or dates Net changes from previous Change Orders No..: to No. SC -01 Net change from previous Change Orders No.= to No. SC -01 $ + 44153.73 Increase Twenty -One (21) Calendar days days Contract Price prior to this Change Order Contract Times prior to this Change Order Substantial Completion: November 22 2001 $ 1,949,968.73 Ready for final payment: December 22 2001 days or dates Net Decrease of this Change Order Net Increase (deereese) of this Change Order Sixty (601 Calend $ (25,151-90) ar days days Contract Price with all approved Change Orders Contract Times with all approved Change Orders Substantial Completion: January 19 2002 $ 1,924,816.83 Ready for final payment: February 20 2002 days or dates RECOMMENDED: APPROVED: ACCEPTED: BY:,BY: Engineer (Authorized Signature) weer Michael G�millr, ,C Manager Contractor (Authorized Signature) Date: Id 1,30/6a Date: v Date: e`3 EJCDC No. 1910-8-B (1990 Edition) Prepared by the Engineers Joint Contract Documents Committee and endorsed by The Associated General Contractors of America C3328 -12.42d C ATTACHMENT 1 CHANGE ORDER NO. SC -02 (FINAL) TO CONTRACT NO. 3526 SLOAN RELIEF SEWER PROJECT CAPE GIRARDEAU SANITARY SEWER IMPROVEMENT PROGRAM LIST OF ADDITIONS AND DELETIONS The following changes are hereby made to the Contract Documents: ADD: AMOUNT A. One (1) each Standard Manhole at the Contract Unit Price for Bid Item B.2.a. + $ 8,000.00 B. One (1) each Outside Drop Manhole at the Contract Unit Price for Bid Item B.2.b. + $ 10,000.00 C. One (1) each Standard Manhole at the Contract Unit Price for Bid Item B.3.a. + $ 11,000.00 D. Approximately 9.50 LF of 8 -inch Gravity Sewer Pipe at the Contract Unit Price for Bid Item C.1 or $80 per LF. + $ 760.00 E. Approximately 51.64 LF of 10 -inch Gravity Sewer Pipe at the Contract Unit Price for Bid Item C.2 or $100 per LF. + $ 5,164.00 F. Approximately 2.65 LF of 15 -inch Gravity Sewer Pipe at the Contract Unit Price for Bid Item CA or $150 per LF. + $ 397.50 G. Approximately 7.82 LF of 18 -inch Gravity Sewer Pipe at the Contract Unit Price for Bid Item C.5 or $170 per LF. + $ 1,329.40 H. Approximately 4.65 LF of 21 -inch Gravity Sewer Pipe at the Contract Unit Price for Bid Item C.6 or $180 per LF. + $ 837.00 I. Approximately 203.76 SY of Asphaltic Concrete Pavement (ACP) at the Contract Unit Price for Bid Item G.1 or $40 per SY. + $ 8,150.40 DEDUCT: J. Two (2) Outside Drop Manholes at the Contract Unit Price for Bid Item B.1.b or $9,000.00 each. - $ 18,000.00 K. One (1) Standard Manhole at the Contract Unit Price for Bid Item B.2.b or $9,000.00 each. - $ 9,000.00 03328-12.42c CHANGE ORDER NO. CS -02 LIST OF ADDITIONS AND DELETIONS PAGE 2 L. Approximately 3.79 LF of 12 -inch Gravity Sewer Pipe at the Contract Unit Price for Bid Item C.3 or $120 per LF. - $ 454.80 M. Approximately 8.35 LF of 24 -inch Gravity Sewer Pipe at the Contract Unit Price for Bid Item C.7 or $300 per LF. - $ 2,505.00 N. Approximately 358.90 CY of Granular Backfill at the Contract Unit Price for Bid Item F or $20 per CY. - $ 7,178.00 O. Bid Item E, Type "A" Lateral Reconnection at the Contract - $ 2,000.00 Price. P. Bid Item E, Type `B" Lateral Reconnections at the Contract Unit Price for two (2) each at $2,000.00 per each. - $ 4,000.00 Q. Approximately 60.54 SY of Portland Cement Concrete Pavement at the Contract Unit Price for Bid Item G.2 or $60 per CY. - $ 3,632.40 R. Bid Item H. La for twenty-six (26) each 8" through 12"Pipe Plugs at the Contract Unit Price of $500 per each. - $ 13,000.00 S. Bid Item H. Lb for two (2) each 15" through 18" Pipe Plugs at the Contract Unit Price of $600 per each. - $ 1,200.00 T. Approximately 460 LF of Pipe Abandonment with Fly Ash Slurry at the Contract Unit Price for Bid Item H.2 or $17 per Lineal Foot. - $ 7,820.00 U. Bid Item H.3, Manhole Abandonment for two (2) each manholes at the Contract Unit Price of $1,000.00 per each. :_$ 2,000.00 TOTAL DECREASE IN CONTRACT PRICE: - S 25,151.90 Note: Also attached is Field Order No. SC -02 that details changes to the Contract Documents that do not involve a change in the Contract Price or Contract Times. C3328 -12.42c (Instructions on reverse side) DATF. OF ISSUANCE: December 21, 2001 OWNER:, City of Cape Girardeau, Missouri WORK CHANGE DIRECTIVE No. SC -02 PROJECT: C13328 Sloan Relief Sewer Sanitary Sewer Improvement Program EFFECTIVE DATE: December 21, 2001 OWNER's Contract No.: 3526, Sloan Relief Sewer CONTRACTOR: Mid-America Services, Inc. ENGINEER: Sverdrup Civil, Inc. You are directed to proceed promptly with the following change(s): Description: Increase the Contract Time by Sixty (60) calendar days due to the excusable delay caused by a defective pump controller at New Lift Station No. 1. This Work Change Directive will subsequently be submitted as part of an appropriate Change Order to be approved by the City, Contractor, Engineer and Missouri Department of Natural Resources. Purpose of Work Change Directive: Extend the contract time to allow the Contractor adequate time to complete sanitary sewer connections to the new Sloan Relief Sewer that drains by gravity to New Lift Station No. 1. Acceptance and operation of Lift Station No. 1 under separate construction contract is required before sanitary sewer flow can be diverted to the new Sloan Relief Sewer. Attachments: Attachment #1 -Engineer's Letter No. C13328-1894 dated December 19, 2001 and Attachment #2 -Contractor's request for time extension with revised schedule attached. If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order based thereon will involve one or more of the following methods of determining the effect of the change(s). Method of determining change in Contract Price: ❑ Unit Prices ❑ Lump Sum ❑ Other N/A Estimated increase O in Contract Price: $ -0- If the change involves an increase, the estimated amount is not to be exceeded without further authorization. RECOMMENDED: Sverdrup Civil Inc. ENGINEER Method of determining change in Contract Times: Pq Contractor's records 0 Engineer's records ❑ Other Estimated increase () in Contract Times: Substantial Completion: 60 days; Ready for final payment: 60 days. If the change involves an increase, the estimated times are not to be exceeded without further authorization. Final Completion: February 20, 2007 - AUTHORIZED: City of Cape Girardeau OWNER _9 "� By. (Authorized Signature) (Authorized Signature) C3328 -12.34d EJCDC No. 1910-8-F (1990 Edition) Prepared by the Engineers Joint Contract Documents Committee and endorsed by The Associated General Contractors of America. t int �ry I'-1: u I� Sverdrup Civil, Inc. 314 436-7600 Y c w.+ 13723 Riverport Drive Maryland Heights, Missouri 63043 December 19, 2001 Letter No.: C13328-1894 HAND DELIVERED Brett A. Frazer, President MID -AMERICA SERVICES, INC. P.O. Box 325 Chester, IL 62233 Subject: Sloan Relief Sewer — Contract Completion Date Sanitary Sewer Improvement Program Cape Girardeau, Missouri Dear Mr. Frazer: On December 12, 2001, the new Lift Station No. 1 was scheduled to be placed into service in Cape Girardeau. As you know, this Lift Station will be receiving Sanitary Sewer flow from the new Sloan Relief Sewer that your company -is currently constructing. Due to a defective pump controller, Lift Station No. 1 will not be ready for service until January 2, 2002 or thereabout. This will affect the item of work shown on your schedule as "TIE-INS", because sewer flow cannot be diverted to the new Sloan Relief Sewer until Lift Station No. 1 is fully operational and accepted by the City. On December 18, 2001, City Engineer, Mark Lester and I reviewed the Project Schedules of the Sloan Relief Sewer and the Lift Stations and Force Main. Considering the delay caused by the defective pump controller, Mark is willing to recommend an extension of contract time for the Sloan Relief Sewer Project. This extension will be conditioned on completing the remaining items of work within the allotted times shown on your previous schedule. Please revise your schedule to show the item "TIE-INS" starting on January 2, 2002, and submit it along with a written request for extension of contract time to my attention on or before December 21, 2001. It is very important that I receive this information by December 21, 2001, since Work Change Directive No. SC -01 established Contract Final Completion on December 22, 2001. If you should have any questions or need further clarifications, please do not hesitate to contact me. C3329 -12.43b Brett & Frazer December 19, 2001 Letter No. C 13328-1894 Page 2 Very truly yours, SVERDRUP CIVIL, INC. �y.1,. /'? ice. John R. Bennett Resident Project Representative JRB/dsc c: Darrel Eggemeyer Marie A. Lester P.K. Mathai Marty Platz Rich Vedder MID -AMERICA SERVICES, INC. 3624 Union School Rd. • P.O. Box 325 Chester, Illinois 62233 December 19, 2001 Sverdrup Civil, Inc. Attn: John Bennett P.O. Box 1604 Cape Girardeau, MO 63702-1604 RE: 2173 — Cape Girardeau, MO — Sloan Relief Sewer Mr. Bennett: Attached is a revised schedule for the Sloan Relief Sewer project. PH. (618) 826-2854 FAX (618) 826-3586 The "tie-ins" from the existing sewer into the new sewer main can be started after January 2, 2002, when lift station #1 is operational. To complete the remaining items of this work, Mid-America Services, Inc. is requesting an extension of time to February 22, 2002. Sincerely, Mid-America Services, Inc. Brett A. Frazer, President R D rz-�o-QLQL��_ JE fSV&P_'A UP FiELJ) OFFICE -r-30 c33ag-14-AL3 2173 - SLOAN RELIEF SEWER - CAPE GIRARDEAU BAR SCHEDULE NOTE: WEATHER, RIVER STAGE AND ROCK ARE NOT REFLECTED IN SCHEDULE. T- O O O 0 0 0 r- T- O T- O Tl- O O N N ONE WEEK O O O N O O O O O N N _ O O O O O N N WORKING DAYS) r o 0 0 o 0 N 0 NN 0 0 �. ` N L. O N O N N N N to N c- O r CO N c7 O T- r- r- � N r- co O N N N N e- co (5 O O N CO CO NN Ocn CO In r N N O N CU a) M W a Q) a) a) a) P N NN T- T- M O M v E E E D E a)Q � ) a ) E E Q E Q EE Q Q E Q E a E a E a > 7N R 75 c��� 0) tm a_ a) a () 0 CL 0 0 . � 0 0 0 «.cp 0 > 0 >> 0 0 >O 0 0 0 0 a) 0 c `—° -0 M .a Q Q Q¢� co C/) U) 10 0101010 z z z z 0 0 010 0 -`; -`; u- LL LL g SEWER MAIN MH 2-20 BORE SPRIGG TESTING TIE-INS PIPE & MH ABANDON STREET REPAIRS CLEANUP / SEEDINGS NOTE: WEATHER, RIVER STAGE AND ROCK ARE NOT REFLECTED IN SCHEDULE. FIELD ORDER FIELD ORDER NO: SC -02 PROJECT NO: C13328 DATE: August 23, 2001 This form is to be used only for emergency instructions to a contractor where the time required for preparation and execution of a formal Change Order would result in delay or stoppage of the work, in accordance with Articles 1.19 and 9.5 of the General Conditions of the Contract. PROJECT: Sloan Relief Sewer Cape Girardeau Sanitary Sewer Improvement Program TO CONTRACTOR: Mid-America Services, Inc. CONTRACT DATE: February 22, 2001 You are hereby authorized to make the following changes in your contract for the above project: Raise the top elevation of Manhole No. SS -A13 to elevation 349.13 (+/-) ft. and change the slope of the 8 -inch gravity sewer from SSMH-D1 to SSMH-A13 as indicated on the attached revised profile (contract drawing no. SS -004). This change will extend the vertical height of outside drop by 3.00 ft. and the new grade of the 8 -inch sewer shall be 7.21%. The final grade of earth fill around Manhole No. SS - A13 shall be filled to the approximate elevations and slopes indicated on the attached drawing after the existing gravity sewer is abandoned. Surface drainage structures and grading shown on the attached revised drawing will be constructed after the new sewer is completed, tested and accepted by the Owner. The Owner will consider proposals for additional work per Request for Proposal No. SC -01. The cost of this change will be adjusted on a unit price basis after final confirmation of as -built quantities and the acceptance of an appropriate change order. The foregoing field order is issued in accordance with Section 9.5 of the Contract and does not involve an adjustment in the contract price or the contract times and is compatible with the design concept of the completed project as a functioning whole as indicated by the contract documents. Q�_ F ENGINEER F CTI Y OF C E GIIZARDEAU FOR THE CONTRACT R DISTRIBUTION: City of Cape Girardeau Engineer Contractor Inspector C3328-12.33c.doc - t OUTSIDE DROPSS SS OUTSIDE DROP MANHOLEMH MH MANHOLE STA :0+41.05 D I Ai 3 STA 0+00.00 "D" LINE= i ' TOP 350�t ; 1 STA 22+79.69 "A" �' (" INV .8 3 6 0 r TOP 3#(f 3 0 0 INV 345.50 ---------------------__=-----------------I NV 342_5¢ ----- INV 332.40 EX. 8" (UIP) _ _ 350 --- 3-5------------------= ---- -- ' EX. 12" AEPIAL AL------------- - ------------ - --- - -- - --------=----- -t ROSS I NG :(TBR) FII- Li AFTER ��•Mo�lt� I 1 j OF AE-R/AL CR65511VC ) i r, Cf C'RAuTOO RI;P 34 0 Do 340 EX/ST/nf6 Rq Dt rr•�", Je eW+ 3O" D/A, CN/P /NE to PROF I L E ( Sri, ZZ+ 90 21" FROM MH-A 4 • I i 3 3 0 i 2 1 �viH-�12 - - „ TO 330 i 41.05'-8" P I PE o 0 00 3o "DIR.: cm p Fl- u.4,j j!> .. .._ _ .... _.: _.. _: ...L..�.__.. O ROA&RCZ) GQA�46 -To 8E; NEGo - SS OUTSIDE DROP' Li U T�a-CCD PER RFP Flo. : Sc-ol. 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