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Home My WebLink AboutRES.2704.07-16-2012 BILL N0. 12-97 RESOLUTION N0. t�/�� A RESOLUTION AUTHORIZING THE MAYOR TO EXECUTE AN AGREEMENT WITH KCI CONSTRUCTION COMPANY INC. , FOR THE WASTEWATER TREATMENT FACILITY, IN THE CITY OF CAPE GIRARDEAU, MISSOURI BE IT RESOLVED BY THE COUNCIL OF THE CITY OF CAPE GIRARDEAU, MISSOURI, AS FOLLOWS : ARTICLE l . The Mayor, for and on behalf of the City of Cape Girardeau, Missouri, is hereby authorized to execute an Agreement with KCI Construction Company in the amount of Fifty-five Million Six Hundred Seventy-four Thousand Dollars ($55, 674 , 000 . 00) , for the Wastewater Treatment Facility in the City of Cape Girardeau, Missouri, pending final approval by the Missouri Department of Natural Resources . A copy of said Agreement is attached to this Resolution and made a part hereof. PASSED AND ADOPTED THIS /�� DAY OF , 2012 . Harry E. ediger, Mayor ATTEST : 4��T�'`'' ��, -�,��j�-_— ��f�� \ f�". �/. \(��j. � �J A �E� ' / _�1 � ry � � � U u Ui;Ww �� ;�\\ �E' Gayl�e L. Conrad, City C1erk t�`, ;�i`'� � , ,>� �1p �� .�� `�.._F..4 ti �� Sl� ,\ a � �� WASTEWATER TREATMENT FACILITY CITY OF CAPE GIRARDEAU, MISSOURI DOCUMENT 005200 -AGREEMENT This Agreement is by and between the City of Cape Girardeau, Missouri (hereinafter called Owner) and KCI Construction Company, Inc. (hereinafter called Contractor). Owner and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1 -WORK 1.01 Contractor shall complete all work as specified or indicated in the Contract Documents. The Work is generally described as follows: The work to be done generally consists of constructing the new wastewater treatment facility that includes influent pumping, screens and screening compactors, grit removal systein, a sequencing batch reactor activated sludge system, ultraviolet disinfection, sludge storage and processing system, administration building; installing approximately 4,200 lineal feet of 42-inch and 60-inch diameter sanitary sewer, and approximately 4,900 lineal feet of 54-inch and 60-inch diameter plant effluent line; decommissioning and partial demolition of the existing wastewater treatment facility; and the associated site work, mechanical and electrical work. ARTICLE 2 -T�IE PROJECT 2.01 The Project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: Wastewater Treatment Facility. ARTICLE 3 - ENGINEER 3.01 The Project has been desibned by Jacobs Engineering Group Inc.,who is hereinafter called Engineer and who is to 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 the completion of the Work in accordance with the Contract Documents. ARTICLE 4 -CONTRACT TIMES 4.01 Time of the Essence A. All time limits for Milestoi7es, if any, Substantial Completion,and completion and readiness for final payment as stated in the Contract Documents are of the essence of the Contract. 4.02 Days to Achieve Substantial Completion and Final Payment A. The Work will be substantially completed within 700 days after the date when the Contract Times commence to run as provided in paragraph 2.03 of the General Conditions, and completed and ready for final payment in accordance with paragraph 14.07 of the General Conditions within 730 days after the date when the Contract Times commence to run. CSX65101 005200-1 AGREEMENT RO—4/16/2012 WASTEWATER TREATMENT FACILITY CITY OF CAPE GIRARDEAU, MISSOURI 4.03 Liquidated Damages A. Contractor and Owner 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 4.02 above,plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. The parties also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration 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 $600.00 for each of the first 30 days that expires after the time specified in paragraph 4.02 for completion and readiness for final payment until the Work is completed and ready for tinal payment. Thereafter,the Contractor shall pay Owner$1,200.00 for each of the next 60 days that expires until the Work is completed and ready for final payment. If the Work is not completed and ready for final payment after 90 days from the time specified in paragraph 4.02, the Contractor shall pay Owner$2,000.00 for each day that expires until the Work is completed and ready for final payment. ARTICLE 5 -CONTRACT PRICE. 5.01 Owner shall pay Contractor for completion of the Work in accordance with the Contract Documents an amount in current funds equal to the price or prices in the Bid Fonn; UNIT PRICE SCHEDULE Estimated Unit Total Item uantit Price Price A. MOBILIZATION Lump Sum ......................... $ 550,000.00 B. MANHOLES IN 60" SANITARY SEWER 1. Depth 25' —30' (4' dia FRP) I EA $ 30,000.00/EA $ 30,000.00 2. Depth >35'—40' (4' dia FRP) 1 EA $ 35,000.00/EA $ 35,000.00 3. Depth >50'—SS (8' dia Conc—MH 1) 1 EA $ 40,000.00/EA $ 40,000.00 4. Cast-in-Place MH (MH 4) 1 EA $ 25,000.00/EA $ 25,000.00 C. MANHOLES IN 42" SANITARY SEWER 1. Depth 20'—25' (8' dia Conc—MH 5) 1 EA $ 35,000.00/EA $ 35,000.00 2. Depth 10'—15' (6' dia Conc) 2 EA $ 20,000.00/EA $ 40,000.00 3. Depth >15' —20' (6' dia Conc) 3 EA $ 20,000.00/EA $ 60,000.00 4. Depth >20'—25' (6' dia Conc) 1 EA $ 20,000.00/EA $ 20,000.00 5. Depth 10'— 15' (6' dia Conc—MH 12) 1 EA $ 20,000.00/EA $ 20,000.00 D. MANHOLES IN 60"EFFLUENT PIPE 1. Depth 5'— 10' (4' dia FRP) 4 EA $ 35,000.00/EA $ 140,000.00 2. Depth >10'— 15' (4' dia FRP) 4 EA $ 25,000.00/EA $ 100,000.00 3. Depth >15'—20' (4' dia FRP) 1 EA $ 30,000.00/EA $ 30,000.00 4. Depth >20'—25' (4' dia FRP) 1 EA $ 30,000.00/EA $ 30,000.00 5. Depth >25'—30' (4' dia FRP) 1 EA $ 30,000.00/EA $ 30,000.00 6. Cast-in-Place MH(EF-JC 1) 1 EA $ 25,000.00/EA $ 25,000.00 CSX65101 005200-2 AGREEMENT RO—4/16/2012 WASTEWATER TREATMENT FACILITY CITY OF CAPE GIRARDEAU, MISSOURI E. SANITARY SEWER 1. 60" Pipe a. Station 0+00 to MH 3 598 LF $ 600.00/LF S 358,800.00 b.MH 3 to MH 4(Includes concrete encasement and rip rap at creek crossing) 415 LF $ 500.00/LF S 207,500.00 2. 42"Pipe a.MH 4 to MH 7 1,022 LF $ 200.00/LF $ 204,400.00 b. MH 7 to Station 33+00 1,267 LF $ 130.00/LF $ 164,710.00 c. Starion 33+00 to Station 34+00 100 LF $ 350.00/LF $ 35,000.00 d. Starion 34+00 to Station 36+95 295 LF $ 150.00/LF $ 44,250.00 e. Station 38+95 to MH 12 333 LF $ 150.00/LF $ 49,950.00 3. Jacked 42" Pipe Under Railroad 200 LF $ 850.00/LF $ 170,000.00 4. Abandon Manholes 11 EA $ 1,500.00/EA $ 16,500.00 F. EFFLUENT PIPE 1. 60" Pipe a. Station 0+00 to MH 2 671 LF $ 425.00/LF $ 285,175.00 b. MH 2 to MH 3 (Includes concrete encasement and rip rap at creek crossing) 408 LF $ 450.00/LF $ 183,600.00 c. MH 3 to Station 33+50 2,272 LF $ 300.00/LF $ 681,600.00 d. Station 33+50 to Station 34+50 100 LF $ 450.00/LF $ 45,000.00 e. Station 34+50 to Station 37+66 316 LF $ 320.00/LF $ 101,120.00 f. Station 39+66 to JC 1 345 LF $ 320.00/LF $ 110,400.00 2. Jacked 60"Pipe Under Railroad 200 LF $ 950.00/LF $ 190,000.00 3. 54" Pipe(from JC 2 to Outfall) 619 LF $ 600.00/LF $ 371,400.00 4. Concrete Outfall and Rip Rap at Mississippi River Lump Surn ......................... $ 20,000.00 5. 21" Sewer and Manhole Removal 2,680 LF $ 5.00/LF $ 13,400.00 G. FORCE MAIN FROM EXISTING FACILITY 1. 4"Pipe 707 LF $ 70.00/LF $ 49,490.00 2. Jacked Casing Pipe(10"min,Two Places) 87 LF $ 180.00/LF $ 15,660.00 H. ROCK EXCAVATION 1 For Sanitary Sewer and Effluent Pipe 1,000 CY $ 250.00/CY $ 250,000.00 2. For Structural Excavation and in Pipe Trenches) 2,200 CY $ 40.00/CY $ 88,000.00 I. PIPE PILES l. Steel Pipe Pile Shoes 2,800 EA $ 95.00/EA $ 266,000.00 2. Steel Pipe Piles 97,000 LF $ 34.00/LF $ 3,298,000.00 J. EQUIPMENT AT WWTF 1. Screw Conveyors (Section 411213.36) Base Bid-SPIRAC (USA) Lump Sum ......................... $ 190,000.00 Alternate Bid: Name of Manufacturer: Bid Amount: $ CSX65101 005200-3 AGREEMENT RO-4/16/2012 WASTEWATER TREATMENT FACILITY CITY OF CAPE GIRARDEAU, MISSOURI 2. High-Speed Turbo Blowers (Section 431125) Base Bid—HSI Lump Sum ......................... $ 800,000.00 Alternate Bid: Name of Manufacturer: Bid Amount: $ 3. Recessed Impeller Pumps (Section 432114) Base Bid—Wemco Lump Sum ......................... $ 90,000.00 Alternate Bid: Name of Manufacturer: Bid Amount: $ 4. Rotary Lobe Pumps and Grinders (Section 432137) Base Bid—Vogelsang Lump Sum ......................... $ 80,000.00 Alternate Bid: Name of Manufacturer: Bid Amount: $ 5. Progressing Cavity Pumps (Section 432138) Base Bid—Seepex Lump Sum ......................... $ 30,000.00 Alternate Bid: Name of Manufacturer: Bid Amount: $ 6. Submersible Pumps and Mixers (Section 432130) Base Bid—Flygt Lump Sum ......................... � 1,080,000.00 Alternate Bid: Name of Manufacturer: Bid Ainotult: $ 7. Submersible Pre-Rotation Basin and Pumps (Section 432143) Base Bid—Wemco Lump Suin ......................... $ 57,000.00 Alternate Bid: Name of Manufacturer: Bid Amount: $ 8. Automatic Backwash Strainer (Section 432734) Base Bid—Atniad Luinp Sum ......................... $ 49,000.00 Altenzate Bid: Name of Manufacturer: Bid Amount: $ 9. Mechanical Screens and Compactors (Section 462100) Base Bid—Parkson Aquaguard Lurnp Sum ......................... $ 460,000.00 Alternate Bid: Name of Manufacturer: Bid Amount: $ CSX65101 005200-4 AGREEMENT RO—4/16/2012 WASTEWATER TREATMENT FACILITY CITY OF CAPE GIRARDEAU, MISSOURI 10. Grit Removal Equipment (Section 462300) Base Bid—Hydro International Lump Sum ......................... $ 745,000.00 Alternate Bid: Name of Manufacturer: Bid Amount: $ ll. SBR Equipment(Section 465353) Base Bid—Sanitaire Lump Sum ......................... $ 2,650,000.00 Alternate Bid: Name of Manufacturer: Bid Amount: $ 12. UV Disinfection Equipment(Section 446300) Base Bid—Trojan Lump Sum ......................... $ 895,000.00 Alternate Bid: Name of Manufacturer: Bid Amount: $ 13. Dewatering Centrifuges(Section 467633) Base Bid— Andritz or Alfa Laval Lump Sum ......................... $ 570,000.00 (Circle one) Alternate Bid: Name of Manufacturer: Bid Amount: $ K. Sludge Drying Equipment (Section 467653.01) Allowance for Pre-Procured Equipment Lump Sum ......................... $ 3,800,000.00 L. EXISTING WWTF Decommissioning,Partial Demolition And All Improvements at Facility Lump Sum ......................... $ 250,000.00 M. SYSTEM INTEGRATION Instrumentation and Supervisory Control System Integration Base Bid—Cogent Inc. Lump Sum ......................... $ 1,750,000.00 Aiternate Bid: Name of Integrator: Bid Amount: $ N. NEW WWTF All Work at Facility Lump Sum .......................... $33,748,045.00 TOTAL BASE BID(Total of A through N) $ 55,674,000.00 Fift�five million six hundred seventv-four thousand dollars and 0/00. (Total Base Bid in Words) If Owner accepts any of the alternate equipment or system integration Bid prices,total Bid price will be based on the Owner-accepted alternate Bid prices. Bidder acknowledges that the quantities are not guaranteed and final payment will be based on actual quantities determined as provided in the Contract Documents. CSX65101 005200-5 AGREEMENT RO—4/16/2012 WASTEWATER TREATMENT FACILITY CITY OF CAPE GIRARDEAU, MISSOURI ARTICLE 6 -PAYMENT PROCEDURES. 6.01 Submittal and Processing of Payments A. Contractor shall submit Applications for Payment in accardance with Article 14 of the General Conditions. Applications for Pa}nnent will be processed by Engineer as provided in the General Conditions. 6.02 Progress Payments; Retainage A. Owner shall make progress payments in accordance with Section 34.057,RSMo,on account of the Contract Price on the basis of Contractor's Applications for Payment during performance of the Work as provided in paragraphs 6.02.A.1 and 6.02.A.2 below. All such payznents will be measured by the schedule of values established in paragraph 2.07.A of the General Conditions (and in the case of Unit Price Work based on the number of units completed) or, in the event there is no schedule of values, as provided in the General Requirements: 1. Prior to Substantial Completion,progress payments will be made in an amount equal to the percentage indicated below, but, in each case, less the aggregate of payments previously made and less such amounts as Engineer shall determine or Owner may withhold, in accordance with paragraph 14.02 of the General Conditions. a. 90% of Work completed (with the balance being retainage). If Work has been 50% completed as determined by Engineer, and if the character and progress of the Work have been satisfactory to Owner and Engineer, Owner, on recommendation of Engineer, may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no retainage on account of Work subsequently completed, in which case the retnaining progress payinents prior to Substantial Completion will be in an amount equal to 100%of the Work completed less the aggregate of payments previously made; and b. 90% of cost of materials and equipment not incorporated in the Work(with the balance being retainage). 2. Upon Substantial Completion, Owner shall pay an amount sufficient to increase total payinents to Contractor to 100%of the Work completed,less such amounts as Engineer shall determine in accordance with paragraph 14.02.B.5 of the General Conditions and less 100% of Engineer's estimate of the value of Work to be completed or corrected as shown on the tentative list of items to be completed or corrected attached to the certificate of Substantial Completion. 6.03 Final Payinent A. Upon final completion and acceptance of the Wark in accordance with paragraph 14.07 of the General Conditions, Owner shall pay the remainder of the Contract Price as recommended by Engineer as provided in said paragraph 14.07. CSX65101 005200-6 AGREEMENT RO—4/16/2012 WASTEWATER TREATMENT FACILITY CITY OF CAPE GIRARDEAU, MISSOURI ARTICLE 7 -INTEREST 7.01 All monies not paid when due as provided in Article 14 of the General Conditions shall bear interest at the rate specified in Section 34.057, RSMo. ARTICLE 8 - CONTRACTOR'S REPRESENTATIONS 8.01 In order to induce Owner to enter into this Agreement, Contractor makes the following representations: A. Contractor has examined and carefully studied the Contract Documents and the other related data identified in the Bidding Documents. B. Contractor has visited the site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and perfonnance of the Work. C. Contractor is familiar with and is satisfied as to all federal, state, and local Laws and Regulations that inay affect cost, progress, and perfonnance of the Work. D. Contractar has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site (except Underground Facilities) wluch have been identified in the Supplementary Conditions as provided in paragraph 4.02 of the General Conditions and (2) reports and drawings of a Hazardous Environmental Condition,if any, at the Site which has been identified in the Supplementary Conditions as provided in paragraph 4.06 of the General Conditions. E. Contractor 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 which may affect cost,progress,or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor,including applying the specific means,methods, techniques, sequences, and procedures of construction expressly required by the Contract Documents to be einployed by Contractor, and safety precautions and programs incident thereto. F. Contractor does not consider that any additional examinations,investigations, explorations, tests, studies or data are necessary for the perfonnance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. G. Contractor is aware of the general nature of work to be performed by Owner and others at the Site that relates to the Work as indicated in the Contract Documents. H. Contractor has correlated the infonnation known to Contractor,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. CSX65101 005200-7 AGREEMENT RO—4/16/2012 WASTEWATER TREATMENT FACILITY CITY OF CAPE GIRARDEAU, MISSOURI I. Contractor has given Engineer written notice of all conflicts, errors, ainbiguities or discrepancies that Contractor has discovered in the Contract Documents, and the written resolution thereof by Engineer is acceptable to Contractor. J. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance of the Work. ARTICLE 9 - CONTRACT DOCUMENTS 9.01 Contents A. The Contract Documents consist of the following: 1. This Agreement 2. Perfonnance Bond 3. Payment Bond 4. General Conditions 5. Supplementary Conditions 6. Specifications as listed in the table of contents of the Project Manual 7. Drawings with each sheet bearing the following general title: Wastewater Treatment Facility, City of Cape Girardeau, Missouri 8. Addenda(numbers 1 to 3, inclusive) 9. Exhibits to this Agreement (enumerated as follows): a. Notice to Proceed b. Contractar's Bid c. Documentation submitted by Contractor prior to Notice of Award 10. The following which may be delivered or issued after the Effective Date of the Agreement and are not attached hereto: a. Written Amendments b. Work Change Directives c. Chanbe Orders B. The docuinents listed in parabraph 9.O 1.A are attached to this Agreement(except as expressly noted otherwise above). C. There are no Contract Documents other than those listed above in this Article 9. D. The Contract Documents may only be amended, modified, or supplemented as provided in paragraph 3.04 of the General Conditions. CSX65101 005200-8 AGREEMENT RO—4/16/2012 WASTEWATER TREATMENT FACILITY CITY OF CAPE GIRARDEAU, MISSOURI ARTICLE 10 -MISCELLANEOUS 10.01 Terms A. Terms used in this Agreement will have the meanings indicated in the General Conditions. 10.02 Assignmei7t of Contract A. No assignment by a party hereto of any ri�hts under ar interests in the Contract 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. 10.03 Successors and Assign A. 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. 10.04 Severability A. Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon Owner and Contractor, who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision. ARTICLE 11 -NON-DISCRIMINATION IN EMPLOYMENT 11.01 Contractar will not discriminate against any employee or applicant far 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 ar 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. 11.02 Contractor will post in conspicuous places, available to employees and applicants for employment,notices setting forth the provisions of this non-discrimination clause. A. 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. CSX65101 005200-9 AGREEMENT RO—4/16/2012 WASTEWATER TREATMENT FACILITY CITY OF CAPE GIRARDEAU, MISSOURI B. Contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understandin�, a notice, to be provided by the agency contracting officer,advising the labor union or workers'representative of the Contractar's commitments under Section 202 of Executive Order No. ll246 of September 24, 1965, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. C. Contractor will comply with all provisions of Executive Order No. ll246 of September 24, 1965,and of the rules,regulations,and relevant orders of the Secretary of Labor. D. 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 pennit 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 arders. E. In the event of the Contractor's non-compliance with the non-discrimination clauses of this Contract ar 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 Governtnent 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 provided in Executive Order No. ll 246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. F. 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 inay 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. CSX65101 005200-10 AGREEMENT RO—4/16/2012 WASTEWATER TREATMENT FACILITY CITY OF CAPE GIRARDEAU, MISSOURI IN WITNESS WHEREOF,Owner and Contractor have signed this Agreement in duplicate. One counterpart each has been delivered to Owner and Contractor. All portions of the Contract Documents have been signed or identified by Owner and Contractor or on their behalf. This Agreement will be effective on , 20�(which is the Effective Date of the Agreement). CITY OF CAPE GIRARDEAU CONTRACTOR KCI Construction Company Scott Meyer, City Manager By: Douglas Jones, President Attest [CORPORATE SEAL] Gayle L. Conrad, City Clerk APPROVED AS TO FORM: City Counselor Address for giving notices: 401 Independence Street Attest Cape Girardeau, MO 63703 Carrol Tauser, Secretary Address for giving notices: 10315 Lake Bluff Drive If Owner is a corporation, attacli evidence of St. Louis, MO 63123 authority to sign. If Owner is a public body,attach evidence of authority to sign and resolution or other documents authorizing execution of Owner- Contractor Agreement. License No. 110432 Agent for service of process: Designated Representative: Douglas Jones Name: Scott Meyer Title: City Mana�er (If Contractor is a corporation or a partnership, Address: 401 Independence Street attach evidence of authority to sign). Cape Girardeau, MO 63703 Phone: (573) 339-6320 Designated Representative: Facsimile: (573) 339-6302 Name: Brent Krue�er Title: Project Manager Address: 10315 Lake Bluff Drive St. Louis, MO 63123 Phone: (314) 894-8888 Facsimile: (314) 894-7418 CSX65101 005200-11 AGREEMENT RO—4/16/2012 � . � WASTEWATER 1�RE�ITM�NT FACILI"I'Y CITY OF CAPE GIRARDEAi1, MISSOIJRI DOCUMEN"I�005200 -AGKEEMEN`I' This Agreement is by and between the City of Cape Girardeau, Missouri (hereinafter called Owner) and KC1 Construction Company,Inc. (hereinafter called Contractor). Owner and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1 -WORK 1.01 Contraetor shall complete al] work as specitied or indicated in the Contract Documents. The Work is generally described as follows: The work to be done generally consists of constructing the ne�v �vastewater treatmei�t facility that includes influent pumping, screens and screening compactors, grit removal system, a sequencing batch reactor�ctivated sludge system, ultraviolet disinfection, sludge storage and processing system, administration building; installing approximately 4,200 lineal feet of 42-inch and 60-inch diameter sanitary sewer, and approximately 4,900 lineal feet of 54-inch and 60-inch diameter plant effluent line; decommissioning and partial demolition of the existing wastewater treatment facility; and the associated site�vork, mechanical and electrical work. ARTICLE 2 -THE PROJECT 2.01 The Project for which the Work under the Contract Documents may be the whole or oniy a part is generally described as follows: Wastewater Treatment Facility. ARTICLE 3 -ENGINEER 3.01 The Project has been designed by Jacobs Engineering Group Inc.,who is hereinafter called Engineer and who is to 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 the completion of the Work in accordance with the Contract Documents. ARTICLE 4 -CONTRACT TIMES 4.01 Time ofthe Essence A. All time limits for Milestones,if any,Substantial Completion,and completion and readiness for final payment as stated in the Contract Documents are of the essence of the Contract. 4.02 Days to Achieve Substantial Completion and Final Payment A. The Work will be substantially completed within 700 days after the date when the Contract Times commence to run as provided in paragraph 2.03 of the General Conditions, and completed and ready for final payment in accordance with paragraph 14.07 of the General Conditions within 730 days after the date when the Contract Times commence to run. CSX65101 005200-1 AGREEMENT RO—4/16/2012 r � Vb'ASTEVI%A"I�ER TREATMENT FACILITY CITY OF CAPE GIRARDFAtJ. MtSSOURI 4.03 Liquidated Damages A. Contractor and O�vner recognize that time is of the essence of this Agreement and that 0��er wil]suffer:inancial loss iti the Work is not completed within t!�e times spec;tied in paragraph 4.02 above,plus any extensions thereof allowed in accordance�vith Article 12 of the Gencral Conditions. The parties also recognize the delays, expense, and difticulties involved in proving in a legal or arbitration proceeding the actuai ]oss 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 $600.00 for each of the first 30 days that e�pires after the time speciiied in paragrapl� 4.02 for completion and readiness for final payment until the Work is completed and ready for final payment. Thereafter,the Co»tractor shall pay Owner$1,200.00 for each ofthe uext 60 days that expires u��til the Work is completed and ready for final payment. If the Work is not completed and ready for final payment after 90 days from the time specified in paragraph�1.02, the Contractor shall pay Owner�2,000.00 for each day that expires until the Work is completed and ready for final payment. ARTICLE 5 -CONTRACT PRICE. 5.01 Owner shall pay Contractor for completion of the Work ii�accordance with the Contract Documents an amount in current funds equal to the price or prices in the Bid Form; UNIT PRICE SCI�EDULE Estimated Unit Total Item uanti � Price Price A. MOBILIZATION Lump Sum ......................... $ >j0,000.00 B. MANHOLES IN 60"SANITARY SLWER 1. Depth 25'—30' (4' dia FRP) 1 EA $ 30,000.00/EA $ 30,000.00 2. Depth >3�'—40' (4' dia FRP) 1 EA $ 3�,000,00/EA $ 3�,000.00 3. Depth >50'—�S (8' dia Conc—MH 1) 1 GA $ 40,000.00/EA $ 40,000.00 4. Cast-in-Ylace MH (MFI 4) 1 EA $ 25,00O.00BA $ 25,000.00 C. MANHOLES IN 42"SANITARY SEWER 1. Depth 20'—25' (S' dia Conc—MH 5) ] EA $ 3�,000.00/EA $ 35,000.00 2. Depth 10'— 1�' (6' dia Conc) 2 EA $ 20,000.00/EA $ 40,000.00 3. Depth >15'—20' (6' dia Conc) 3 EA $ 20,000.00/EA $ 60,000.00 4. Depth >20'—2�' (6' dia Conc) 1 EA $ 20,000.00/EA $ 20,000.00 5. Depth 10'— 1S (6' dia Conc—MH 12) 1 EA $ 20,000.00/EA $ 20,000.00 D. MANHOLES IN 60"EFFLUENT PIPE I. Depth 5'— 10' (4' dia FRP) a EA $ 35,000.00/EA $ 140,000.00 2. Depth >]0'—15' (4' dia FRP) 4 EA $ 25,00O.00BA $ ]00,000.00 3. Depth >l Y—20' (4' dia FRP) 1 EA $ 30,000.00/EA $ 30,000.00 4. Depth >20'—25' (4' dia FRP) 1 EA $ 30,000.00/EA $ 30,000.00 5. Depth >25'—30' (4' dia FRP) 1 EA $ 30,000.00/EA $ 30,000.00 6. Cast-in-Place MH (EF-JC 1) 1 EA $ 25,000.00/EA $ 25,000.00 CSX65101 005200-2 AGREEMENT RO—4/16/2012 . , WASTEWATER TRFATMENT FACILITY CITY OF CAPE GIRARDEAU, MISSOURI r.. snNrrnRY sE.wr-:tz �. �o° [��e a. Station 0+00 to MH 3 �98 [.}= $ 600.00/LF S 3�8.800.00 b.MH 3 to Mf I 4 (Includes concrete encasement and rip rap at creek crossing) dl 5 i.F $ �00.00/LP S 207,�00.00 2. 42"Pipe � a.MH 4 to MH 7 1,022 LF $ 200.00/I,F $ 20d,400.00 b.MH 7 to Station 33+00 1,267 LP $ 130.00/LF $ 16�3.710.00 c. Station 33+00 to Station 3d+00 100 LF $ 350.00/LF $ 35.000.00 d. Station 34+p0 to Station 36+95 29� LF $ I�0.00/LF � d4,250.00 e. Station 38+9� to MH 12 333 LF $ I�0.00/LP `6 49,950.00 3. Jacked 42" Pipc Under F2ailroad 200 LF $ 850.00/LF $ 170,000.00 4. Abai�don Manholes 11 G,1 $ 1,�00.00/LA $ 16,500.00 F. GFFLUENT VIPE 1. 60" Pipe a. Station 0+00[o MII 2 671 L1� $ �12�.00/L1� $ 2R5,17�.00 b.MFI 2[o MH 3 (Inch�des concrete encasement and rip rap at creek crossing) 408 Lt� $ 450.00/L1� $ 183,600.00 c.MII 3 to Station 33+50 2,272 LF $ 300.00/LF � 681,600.00 d. Station 33+50 to Station 34+j0 100 LF $ -3�0.00/LF $ 45,000.�0 e. Station 34+50 to Station 37+(6 316 LF $ 320.00/LF $ ]01,120.00 f. Station 39+66 to JC 1 34� LF $ 320.00/Ll $ I 10,400.00 2. Jacked 60" Pipe Under Railroad 200 LF $ 950.00/LF $ 190,000.00 3. 54" Pipe(from JC 2 to Outfall) 619 LI� $ 600.00/LF $ 371,d00.00 4. Concrete Outfall and Rip Rap at Mississippi River Lwnp Sum ......................... $ 20,000.00 5. 21" Sewer and Manhole Remo��al 2,680 LF $ �.00/LF $ 13,400.00 G. FORCE MAIN FROM EXISTING FACILITY 1. 4"Pipe 707 I.,F $ 70.00/LF $ 49,490.00 2. Jacked Casing Pipe(]0"min,Two Places) 87 LF $ 180.00/LF $ 15,660.00 I f. ROCK EXCAVATION 1 For Sanitary Sewer and Eftluent Pipe 1,000 CY $ 250.00/CY $ 2�0,000.00 2. For Structural Excavation and in Pipe Trenches) 2,200 CY $ 40.00/CY $ 88,000.00 I. PIPE PILES 1. Steel Pipe Pile Shoes 2,800 EA $ 9�.00/EA $ 266,000.00 2. Steel Pipe Piles 97,000 LF $ 34.00/LF $ 3,298,000.00 J. EQUIPMENT AT V1%W1'F 1. Screw Conveyors (Section 411213.36) Base Bid-SPIRAC(USA) Lump Sum ......................... $ 190,000.00 Alternate Bid: Name of Manufacturer: Bid Amount: $ CSX65101 00�200-3 AGREEMENT RO-4/16/2012 . , �'�'ASI�EWA"I�ER ZREATMEN"I� FACILI�I'Y CITY OF CAPE GIRARDFAU, MiSSOURI Z. Ili�h-Spced�furho Blo��ers �s��t�on a�i i zs� Base Bid—I lSl Lump Sum ........................ 5 800,000.00 Alternate Bid: Name of Manul�acturer: E3i�Amount: $ 3. Recessed Impellcr Pumps (Section 4321 1 d) Base Bid—V�'emco Lump Sum ......................... $ 90.000.00 Alternate Bid: Name oPManufacturer: Bid Amou��t: $ 4. Rotary Lobe Pumps and Cirinders (Scction a32137) Basc Bid—Vogelsang Lump Sum ......................... $ 80,000.00 Alternate Bid: Name of Manufactw-er: Bid Amount: $ 5. Progressing Cavity Pumps (Section 432138) Base Bid—Seepex Lwnp Sum ......................... $ 30,000.00 Alternate Bid: Name of Manufacturer: Bid Amount: $ 6. Submersible Pumps and Mixers (Section 432130) BaseBid—Flygt LumpSum ......................... $ 1,080,000.00 Alternate Bid: Name of Ma��ufacturer: Bid Amou��t: $ 7. Submersible Prc-Rotation Basin and Vumps (Section 432143) Base Bid—Wemco Lump Sum ......................... $ 57,000.00 Altemate Bid: Name of Manufacturer: Bid Amount: $ 8. Automatic Back�vash Strainer (Section 432734) Base Bid—Amiad Lump Sum ......................... � 49,000.00 Alternate Bid: Name of Manufacturer: Bid Amount: $ 9. Mechanical Screens and Compactors (Section 462100) Base Bid—Parkson Aquaguard Lump Sum ......................... $ 460,000.00 Altcrnate Bid: Namc of Manufacturer: Bid Amount: � CSX65101 005200-4 AGREEMENT RO—4/l 6/2012 . ' WASTEWATER TREATMENT FACILITY CITY OF CAPE GIRARDEAU, MiSSOURI ]0. Grit Removal l?quipment (Section 462300) Base Bid—Hydro International I,ump Sum ......................... 5 74�,000.00 Alternate Bid: Name of Manufac[urer: Bid Amount$ 1 L SBR Equipment(Sec[ion a6�3�3) Base Bid—Sanitaire Lump Sum ......................... $ 2,650,000.00 Alternate Bid: Name of Manufacturer: Bid Amount:$ 12. UV Disinfection Equipment(Section dd6300) Base Bid—Trojan Lump Sum ...................... � 89�.000.00 Altcrnate Bid: Name of Manufacturer: Bid Amount:$ 13. Dc��atering Centrifuges(Section 467633) Qase Bid— AndCltZ �r All�a Laval Lump Sum ........................ $ �70,000.00 (Circle one) Alternate Bid: Name of'Manufacturer: Bid Amount:$ K. Sludge Drying Equipment (Section 467653.01) Allowance for Pre-Procured Equipment Lump Sum ......................... $ 3,800,000.00 L. EXISTING WWTF Decommissioning,Partial Demolition And All Improvements at Facility Lump Sum ......................... $ 2�0,000.00 M. SYSTEM INTEGRATION Instrumentation and Supervisory Control System Integr�tion Base Bid—Cogent Inc. Lump Sum ......................... $ 1,750,000.00 Alternate Bid: Name of Integrator: Bid Amount:$ N. NEW WWTF All Work at Facility Lump Sum .......................... $33,748,045.00 TOTAL BASE BID(Total of A lhrough N) $ 55,674,000.00 FiRy-five million six hundred seventy-four thousand dollars and 0/00. (Total Base Bid in Words) If Owner accepts any ofthe alternate equipment or system integration Bid prices,total Bid price will be based on the Owner-accepted alternate Bid prices. Bidder acknowledges that the quantities are not guaranteed and final payment will be based on actual quantities detennined as provided in the Contract Documents. CSX65101 005200-5 AGREEMENT RO—4/16/2012 . , WASTE��IATGR TREATMENT FACILITY CITY OF CAPE GIR.ARD�AU. MISSOtJRI ARTICI_E 6- PAYMENT PROCF,DURES. 6.Q] Subn�itta! ar,d?';ocessing of Payr,ients A. Conn-actor 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. 6.02 Progress Payments; Retainage A. Owner shall make progress payments in accordance with Section 34.057,RSMo,on account of the Contract Price on the basis of Contraetor°s Applications for Payment during perform�nce of the Work as provided in paragraphs 6.02.A.1 and 6.OZ.A.2 below. All such payments will be measured by the schedule of values established in paragraph 2.07.A of the General Conditions (and in the case of Unit Price Work based on the number of units compieted) or, in the event there is no sched�ile of values, as provided in the General Requirements: 1. Prior to Substantial Completion, progress payments�vill be made in an amount equal to the percentage indicated below, but, in each case, less the aggregate of payments previously made and less such amounts as Engineer shall determine or Owner may withhold, in accordance with paragraph 14.02 of the General Conditions. a. 90% of Work completed (with the balance being retainage). If Work has been 50%completed as determined by Engineer, and if the character and progress of the Work have been satisfactory to Owner and Engineer, Owner, on recommendation of Engineer, may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no retainage on account of Work subsequently completed, in which case the remaining progress payments prior to Substantial Completion will be in an amowlt ec�ual to 100%ofthe Work completed less the aggregate of payments previously made; and b. 90% of cost of materials a��d equipment not incorporated in the Work(with the balance being retainage). 2. Upon Substantial Completion, Owner shall pay an amount sufficient Co increase total payments to Contractor to 100°/o of the Work completed,less such amounts as Engineer shall determine in accordance with paragraph 14.02.B.5 of the General Conditions and less 100% of Engineer's estimate of the value of Work to be completed o�•corrected as shown on the tentative list of items to be completed or corrected attached to the certificate of Substantial Completion. 6.03 Final Payment A. Upon final completion and acceptance of the Work in accordance with paragraph 14.07 of the General Conditions, Owner shall pay the remainder of the Contract Price as recommended by Engineer as provided in said paragraph 14.07. CSX65101 005200-6 AGREEMENT RO—4/16/2012 ' � f WASTEWATER TREATMrNT FACILITY CITY OF CAPE GIRARDEAU. MISSOURI ARTICLE 7 - 1NTEREST 7.01 All monies not paid�vhen due as provided in Article 14 of the General Conditions shall bear interest at the rate specified in Secticn �4.057. :?SMc. ARTICLE 8 -CONTRACTOR'S REPRESENTATIONS 8.0] In order to induce Owner to enter into this Agreement, Contr-actor makes the follo��ing representations: A. Contractor has examined and careful ly studied the Contract Documents and tl�e oCher related data identified in the Bidding Documents. B. Contractor has visited the site and become familiar with and is satistied as to the general, local, and Site conditions that may affect cost, progress, and perforn�ance of the Work. C. Contractor is familiar with and is satisfied as to all federal, state, and local Laws and Regulations that may affect cost, progress, and performance of the Work. D. Contractor has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all dra�vings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site (except Underground Facilities) which have been identified in the Supplementary Conditions as provided in paragraph 4.02 of the General Conditions and (2) reports and drawings of a Hazardous Environmental Condition,if any,at the Site which has been identified in the Supplementary Conditions as provided in paragraph 4.06 of the General Conditions. E. Contractor l�as obtained and carefuliy studied(or assumes responsibility for having done so) all such additional or supplementary examinations,investigations,eaplorations,tests,studies, and data concerning conditions (surface, subsurface and Underground Facilities) at or contiguous to the Site which may affect cost,progress,or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor,including applying the specific means,methods, techniques, sequences, and procedures of construction expressly required by the Contract Documents to be employed by Contractor, and safety precautions and programs incident thereto. F. Contractor does not consider that any additional examinations, investigations,explorations, tests, studies or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. G. Contractor is aware of the general nature of work to be performed by Owner and others at the Site that relates to the Work as indicated in the Contract Documents. H. Contractor has correlated the information known to Contractor,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. C5X65101 005200-7 AGREEMENT RO—4/16/2012 i � WASTEWA��ER�IREATI�IENT I�ACIL["fl' C1TY OF CAPF.,GIRARDE�U, MISSOURI L Contractor has given Engineer written notice of all conflicts, errors, ambiguities or discrepancies that Contractor has discovered in the Conh-act Documents, and the written cesolutio�: thereof b,✓Engineer is acceptab!e to ror,trac±or. J. The Contract Documents are generally sufficient to indicate and convey understanding of all tern�s and conditions for perfonnance of the Work. ARTICLE 9 - CONTRACT DOCUMENTS 9.01 Contents A. The Contract Documents consist of the follo��ing: 1. This Agreement 2. Perfor��ance Bond 3. Payment Bond 4. General Conditions 5. Supplementary Conditions 6. Specifications as listed in the�able of contents of the Project Manual 7. Drawings �vith each sheet bearing the following general title: Waste�vater T��eatment Facility, Ciry of Cape Girardeau,Missouri 8. Addenda(numbers 1 Co 3, inclusive) 9. Exhibits to this Agreement(enumerated as follows): a. Notice to Proceed b. Contractor's Bid c. Documentation submitted by Contractor prior to Notice of Award 10. The following which may be delivered or issued after the Effective Date of the Agreement and are not attached hereto: a. Written Amendments b. Work Change Directives c. Change Orders B. The documents listed in paragraph 9.O1.A are attached to this Agreement(except as expi•essly noted otherwise above). C. There are no Contract Documents other than those listed above in this Article 9. D. The Contract Documents may only be amended, modified, or supplemented as provided in pa��agraph 3.04 of the General Conditions. CSX65101 00�200-8 AGREEMENT RO—4/16/2012 . ' �'��ASI��WATER TREATMEN'l�FACILITY C1TY OF CAPE GIRARDFAU, MISSOURI ARTICLE 10 -MISCELLANEOUS 10.01 Terms A. Tern�s used in this Agreement will have the tneanings it�dicated in the General Conditions. 10.02 Assignment of Contract A. No assignment by a pa�Ty hereto of any rights under or interests in the Contract will be binding on another party hereto�vithout the�vritten consent of the parry sought to be bound; and,specitically but�vithout limitation,moneys that may become due and inoneys that are due may not be assigi�ed 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�v�•itten consent to an assignment,no assignment�vill releasc or discharge the assignor from any duty or responsibility under the Contract Documents. 10.03 Successors and Assign A. Owner and Contractor each binds itself, its partners, successors, assigns, and legal representatives to the other pai-ty hereto, its partners, successors, assigns, and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract Documents. 10.04 Severability � A. Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon Owner and Contractor, who abree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision. ARTICLE 11 -NON-DtSCRIMINATION 1N EMPLOYMENT 11.0] 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 applica��ts are employed, and that employees are treated during employment, without regard to their race, creed, color or nationa] 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 far training, including apprenticeship. 11.02 Contractor will post in conspicuous places, available to employees and applicants for employment,notices setting forth the provisions of this non-discrimination clause. A. 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. CSX651 O 1 005200-9 AGREEMENT RO—4/16/2012 t WASTEWATER TREATMENT FACILITY CITY OF CAPE GIRARDEAU. M[SSOURI E3. Contractor ��ill send to each labor union or representative of �vorkers ��ith ��hi�h he has a collective bargaiiling agreement or other contract or understanding, a notice, to be provided by the agency contracting officer,advising the labor union or�vorkers'representativc of the �ontractor's ce.n�l;itments under Section 202 ef Executive Ordei- Na ! 12=�6 0± September 24, 1965, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. C. Contractor will comply with all provisions of Executive Order No. 11?�36 of September 24, 1965,and of the rules,regulations,and relevant orders ofthe Secretary of Labor. D. Contractor will furnish all infot•mation and reports required by Executive Order No. 1 12=16 of September 24, 1965, and by the rules, regulations, and orders of the Secreta�y of Labor, or pursuant thereto,and will pennit 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. E. In the event of the Contractor's non-compliance with the non-discrimination clauses of this Contract or with any of sueh rules, regulations, or orders, this Contract may be cancelled, terminated or suspended in��hole or in par[and the Contractor may be declared ineligible for further Govemment contracts in accordance with procedures authorized in Executive OrderNo. l 1246 of September 24, I 965,and such other sanctions may be imposed and remedies involved as provided in Executive Order No. 11246 of September 24, 1965, or by ��ule, regulation, or order of the Secretary of Labor,or as otherwise provided by law. F. Contractor will ineLude tlle 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. 1 1246 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. C5X65101 005200-]0 AGREEMENT RO—4/16/2012 I � � WASTEWATER TREATMENT FACILITY CITY OF CAPE GIR�RDF.AU, MISSOURI IN W("ITIESS WHEREOF,Owner and Contractor have signcd this Agreement in duplicate. One counterpart e�ch has been delivered to O��ner and Contractor. All portions ofthe Contract Documents have been si�ned or identified by O�vner and Contractor or on their behalf. This Agreement will be effective on ��•� � , 20f�(�vhich is the Effective Date of the Agreement). CTTY CAP�GTRARDEAU C TRACTO : KCI Construction Company -�� Scott eyer, ity Manager ' � ;' 4,, tCsl P.._�-�� , Dou* a Jones, esident Attest � � � '� ;�� c ; t�`. �� -*�:-� [C ATE SEAI.] _ /i�,5,. Gayle!L. Conrad, Ci��Clerk Gti'' � ,�- � k �,y��.'�� -<r . � AP OV D AS T FORM: 0 - ,� �i �Q� �i�NiN ,;;a � � � �� 'ty Counselor \ :�r�� __�� ,/��;_;, � �1Li�_ L ti'J€1 r / ".1�,� \� ��'C` c�e2„ ea. ,.�. \\�h 4 ,,__.�-� � . Address for giving notices: � _. j ; � �� ri 401 Independence Street Attest �--�.t�(�r.. � Cape Girardeau,MO 63703 Carrol Tauser, Secreta�y Address for giving notices: I 0315 Lake Bluff Drive If Owner is a corparation, attach evidence of St. Louis,MO 63123 authority to sign. If Owner is a public body,attach evidence of authority to sign and resolution or other documents authorizing execution of Owner- Contractor Agreement License No. 1 10432 Agent for service of process: Designated Representative: Name: Scott Meyer pou�las Jones Title: Ci Mana�er (If Contractor is a corporation or a partnership, Address: 401 Independence Street attach evidence of authority to sign). Cape Girardeau, MO 63703 Phone: (�73)339-6320 Designated Representative: Facsimile: (573)339-6302 Name: �("ow. ��5�"�✓ Title: Proiect Mana�er Address: ]0315 Lake Bluff Drive St. Louis, MO 6�123 Phone: (314) 894-8888 Facsimile: (314� 894-7418 CSX65101 005200-1 1 AGREEMENT RO—4/16/2012 PERFORMANCE BOND Any singular reference to Contractor, Surety, Owner,or other party shall be considcred plural where applicable. CONTRACTOR(Nnme and,4cldress): SUIZETY {Name, and Address of Principal Place of 13usiness): KCI Construction Company Liberty Mutual Insurance Company 10315 Lake Bluff Drive 175 Berkeley Street St. Louis, MO 63123 Boston, MA 02116 O WNER(Nume and Addf•ess): City of Cape Girardeau, Missouri 401 Independence Street Cape Girardeau, MO 63703 CONTRACT Effective Date of Agreement: A ��U S i �, �� Amoua7t: Fifty Five Million Six Hundred Seventy Four Thousand and 00/100 Dollars($55,674,000.00) Description (Name and Location): Wastewater Treatment Facility, City of Cape Girardeau, Missouri BOND Bond Number: 39s2o3�oa Date (Not earlier than Effective Date of Agreement): �;..)��,;3�5; � �ev��. Amount: Fifty Five Million Six Hundred Seventy FourThousand and 00/100 Dollars($55,674,000.00) Modifications to this Bond Form: None Surety and Contractor, intending to be legally bound hereby, subject to the terms set forth below,do each cause this Performance Bond to be duly executed by an authorized officer, agent, or representative. CC�N'T'12A�'TOR AS PRINCIPAL SURETY K�:Con�tr:,�ti ~�Company (Seal) Liberty Mutual Insurance Company (Seal) Contractor's "ame a d Corporate Seal Surety's Name and Corporate Seal W \% By. BY' � �Y`� : �� ;�.�a , �� ,, , � - � "��'/ S� atu Signature(Attach Power of Attorney), � ��(� J��/� Stephanie L. Klearman Print Name Print Name �(j,�� Attorney-In-Fact Title Title _._---I — Attest: y�(,�4q - Attest• '� .�z, � , .� _ - �r=c..�-�_- ..i�2. . Sibnature Signature Renee Butler � V �G� �Z�l��— Witness Title Title INIPORTANT—Surety comp�nies exccuting Bonds must appcar on the Treasury Department's most current list(Circular 570 as amended)and be authorized to transact business in Missouri. ' F.JCDC G610 Performance 13miJ (2007) Prepared hy the Engineers Joint Contract Documenls Committee. Page 1 of 3 Contraetor and Surety, jointly and severally, bind thcroselves, their heirs, e;cecutors, administrators, successors, and assigns to Owner For the performance of the Conh��ct, which is incorporated herein by refcrcnce. 1. lf Contractor perf�rms the Contract, Surety and Contractor have no abligation under this Bond, except to participate in conferences as provided in Paragraph 2.1. 2. If there is no O�mer Defau{t, Surety's obligation under this Bond shall arise after: 2.1 Owner has notified Contractor and Surety, at the addresses described in Paragraph 9 below, that Owner is considering dectaring a Contractor Default and has requested and attempted to arrange a conference with Contractor and Surety to be held not later than I S days after receipt of such notice to discuss methods of perforrning the Contract. If Owner, Contractor, and Surety agree, Contractor shal) be allo��ed a reasonab(e time to perform the Contract, but such an agreement shall not waive Owner's right, if any, subsequently to declare a Contractor Default; and 22 Owner has declared a Contractor Deflult and formally terminated Contractor's right to compiete the Contract. Such Contractor Default shall not be declared earlier than 20 days after Co�ltractor and Surety have received notice as provided in Paragraph 2.1; and 2.3 Owner-has agceed to pay the Balance of the Contract Price to: 1. Surety in accordance with the terms of the Contract; or 2. Another contractor selected pursuant to Paragraph 33 to perfonn the Contract. 3. t'�%hen Owner h1s satisfied the conditions of Paragraph 2, Surety shall pramptly, and at Surety's expense, take one of the following actions: 3.1 Arrange for Contractor, with consent of Owner, to perform and complete the Contract; or 3.2 Undertake to perform and complete the Contract itself, throuoh its agents or through independent contractor�; or 3.3 Obtain bi�is or negotiated proposals from c�ualificd contractors aeceptable to t)wner For a contract for perfonnance and ec�mpletion of ihe Contract, atrange for a contr�ct to be prepared for execution by Owncr and contractor selected with Owner's concurrencc, to be secured with performance and payment boi�ds executed by a qualified surety equivalent to the bonds issued on the Co►itract, and pay to Owner the amount of damages as described i�i Paragraph 5 in elcess of the Balance of the Contract Price incurred by Owner resulting from Contractor Default; or 3.4 Waive its right to perform and complete, arrangc l-or completion, or obtlin a ncw contractor, and with reasonable promptness under the circumstanccs: ]. After investigation, detern�ine the amount for which it may be liable to Owner and, a5 soon as practicable after the amount is determined,tender payment therefor to Owner; or 2. Deny liability in whole or in part and notify O��ner citin�reasons therefior. 4. If Surety does not procecd as providcd in Paeagraph 3 with reasonable prompt��ess, Surety shall be deemed to be in dcfault on this Bond 15 days after receipt of an additiona( written notice from O��mer to Surety demanding that Surety perform its obligations under this Bond, and Ou,Iner sl�all be entitied to enforce any remedy available to Owner. If Surety proceeds as provided in F'aragraph 3.4, and O��•ner refuses the payment tendered or Surety has denied liability, in whole or in part, without further notice Owner shall be entitled to enforce an_y remedy available to Owner. 5. After Owner has terminated Contractor's right to cornplete the Contract, and if Surety elects to act under Paragraph 3.1, 3.2, or 3.3 above, then the responsibilities of Surety to Owner shail not be greater than those of Contractor under the Contract, and the respor�sibilities of Owner to Surety shall not be greater than those of Owner under the Contract. �I'o the limit of the amount oFthis Bond, but subject to commitment by Owner of the E3�lance of the Contract Price to mitigation of costs and damages on ihe Contract, Surety is ob(igated without duplication for: � F;JCDC{'-(1D Performancc I�ond (2007} � Yrepared by the F:nginecrs,loint Contract I)vcuments Committce. Pa�e 2 of 3 5.1 The responsivilities of Contractor for c�rrection of defective Work and cc�mpletion of the Contract; 5.2 Additional legal, design professioilal, and delay costs resulting fi•om Contractor's Default, and resulting fi�om the actions of os� failure to act of Sui-ety undcr Paragraph 3; and 5.3 Liquidated damages, or if no liquidated damages are speciticd in the Contract, actual damages caused by delayed perfonnance or non-performance of Contractor. 6, Surety shall not be liable to Owner or others for obligations of Contractor that are �mrelated to tl�e 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 actian shaIl accrue on this Bond to any person or entity other thaz� Owner or its heirs, executors, administrators, or successors. 7. Surety hereby w�ives notice of any chan�e, including changes of time, to Coj�tract or to related subcontracts, purchase orders, and other obligations. 8. Any proceeding, legal or equitable, under this [3ond 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 Contractor ceased working or within two years after Surety refuses or fails to perform its obligations under this Bond, whichever occurs first. lf the provisioa�s of this paragraph are void or prohibited by law; the minimum period of limitation available to sureties as a defense iii the ju��isdiction of the suit sha(l be applicable. 9. Notice to Surety, Owner, or Contractor shall be mailed or delivered to the address shov,�n on the signature page. 10. When this Bond has been funlislled to comply with a statutory rec�liirement in the location where the Contract was to be perforn�ed, any provision in this Bond conflictina��ith said statutory requirernent shall be deemed deleted herefrom and provisions conformina to such statutory requirement shall be deemzd ir�corporated herein. The intent is that this Bond sha(1 be construed as a statutory bond and not as a common law bond. 1 l. Definitions. I1.1 Balance of the Contract Price: The total amount payable by Owner to Contractor under the Contract after all proper adjustments l�ave been made, including allowance to Contractor of any amowlts received or to be received by Owner in settlement of insurance or other Claims for damages to whieh Contractor is entitle�l, reduced by all valid and proper payments made to or c�n behalf of Contractor under the Contract. 11.2 Contract: The agreement betwecn Owner and Contractor identifie�i on the signature page, including all Contraet Documents and changes Ulereto. I 1.3 Contractor Default: Failure of Contractor, �a�hich has neither beerl remedied nor��aiveiJ, to perform or othertivise to comply with the terrns of the Cocltract. 11.4 Owner Default: Failure of Owner, which has neither been remedied nor waived, to pay Contractor as required by the Contract ar to perform aild complete or otherwise comply with thc ott�er tei-ms thereof. POR 1NFORIvIATION ONLY—(Nan�e, AdclYess a��d'lelephone) � Surety AgenCy ot'Broker:Aon Risk Services Central, Inc. 8182 Maryland, St Louis, MO 63105 314-721-5100 Owner's i�e;E�rc.entativa (L�r,��inec>r�r other ��c�r•t�i): ____�_� _ � EJCDC C-G1Q Perfnrntance Bond (2U�7) Prepared by the Enginecrs.foinl Conlract Documents Committec. Pa�c 3 of 3 PAYiVIENT BOND Any singular reference to Contractor, Surety, Owner,or other party shall be considered plural ��-here applicable. CON'I'RACTOR(Name und Address): Sli RE`i'Y {,�amc; und�?ddress of Prrncrpal Place of KG Construction Company Bttsine,s_s): 10315 Lake Bluff Drive Liberty Mutual Insurance Company St. Louis, MO 63123 175 Berkeley Street OWNER(Narne and Address): Boston, MA 021 16 City of Cape Girardeau, Missouri 401 independence Street Cape Girardeau, MO 63703 CONTRACT Effective Date offlgreemcnt: ��v<;.� �� ,�,p/�. Amount: Fifty Five Million Six Hundred Seventy Four Thousand and 00/100 Dollars($55,674,000.00) Description (Name and Localion): Wastewater Treatment Facility,City of Cape Girardeau, Missouri BOND Bond Number: 39S203708 Date (Not earlier than Effective Date of' .4greemenl}: ��L,� �, ,��f� Amount: Fifty Five Million Six Hundred Seventy Four Thousand and 00/100 Dollars($55,674,000.00) ModiFcations to this Bond Form: None Surety and Contractor, intending to be legally bound hereby, subject to the terms set fo►rth below, do each cause this Payment Bond to be duly executed by an authorized ofFicer, age►lt,or representative. CON�T'RACTOR AS PRINCIPAL S�UlZETY KG Co slruction Compa (Seal) Liberty Mutual Insurance Company (Seal) Conir�c r' IvTame d Corpoc-ate Seal Surety's Name and Corporatc ical; =�// - �y: - By: , - . � �,_. � ; � ,_�_ � . �L �;U� ��. ��.��=�--� �, ibnature Signature (�lttach Power of Attorney) � �(C� �.,(O Stephanie L. Klearman Pri11t Name Print Name pQ,Es��r'N'[' Atto rney-I n-Fact Title Title _--------� Attest: ��.�{ �, Attest: � ' ,�-,, -�1G,, .�:��._�1� L �- ._� 'C� Signature Signature Renee Butler �G� �(r,�,{l�nJ�" Witness 'I,itle Title 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. EJCUC C-615 Paymcnt Bond(2007) Prepared by the EuKinecrs Jnint Contract Documents Committee. Ya�e 1 oC3 1. Contractor and Surety, jointly and seve►•ally, binci themselves, thein c�irs, cxecutors, administrators, successors, and assigns to O�aner to pay for labor, materials, and equiptnent Furilished by Claimants for use in the performance of the Contract, ��hich is incorporated herein by reference. 2. With respect to O��ner, this obligation shall be null and void if Contractor: 2.1 Promptly makes payment, diz-ectlyo uc• indirectly, for all sums due Claimants, and 2.2 Defends, indemnifies, and holds harmless Owner fi•om all claims, demands, liens; or suits alleging non-payment by Contractor by an�� perso�� or entity �vho furnished labor, materials, or equipment for use in the perfor�mar�ce of the Contract, provided Owner has promptly ilotified Contractor and Surety (at the addresses described in Para�raph 12) of any claims, demands, liens, or suits and tendered defense of such claims, dem��nds, liens, or suits to Contractor and Surety, and provided there is no O�vner Default. 3. With respect to Claiman�s, this obligation shall be null and void if Contractor promptly makes payment, directly or indirectly, for all surns due. 4. Sui•ety shall hav�no obligation to Claimants under this Bond until: 4.1 Claimarl[s who are employed by or t�ave a direct contract with Contractor have given notice to Surety (at the address described in Paragrapli 12) and sent a copy, or notice thereof, to Owner, stating that a claim is being made under this Bond and, with substantial accuracy, the amount of�the cl�im. 4.2 Claimants who do not have a direct contract��vilh Contractor: 1. Have furnished written notice to Contractor and sent a copy, or notice thereof, to Owner, within 90 days after having last perlormed labor or last fi�mished materia(s or equipment includcd in the claim stating, with substantial accuraey, the ainount of the claim and the name of the pai�t�y to whom the materials or equipment were furnished or supplicd, or for whom the labar was done or performed; aud 2. I�ave either received a rejection in �vhole or in part from Contractar, or not received within 30 days of furnishin�the above notice any communication from Contractor by«�hich Contractor had i�ldieated the cla+m ��ill be paid directly or indirectly; and 3. Not having bcen paid within the above 30 days, have sent a writtcn notice to Surety {at the address desci•ibed in Paragrapl} 12) and sent a copy, or notice thereof, to Owner, stating that a claim is being madc under this Bond and enclosing a copy of the previous written notice furnishcd to Contractor. 5. lf a notice by a Claimant reguired by Paragraph 4 is provided by Owncr ta Contractor or to Surety, that is sufticient compliance. 6. Whe11 a Claimant has satisfied thc conditions of Paragraph 4, the Surety shall promptly arld at Surety's expense take the following actions: C.l Send an answer to that Clai�naTlt, witl� a copy to Owner, within 45 days after receipt of the elaii�i, stating tl�e 3moui�ts that are undisputcd and the basis for challenging any amotmts that are disputed. 6.2 Pay or arrange for payment of any undisputed amounts. 7. Surety's total obligation shall not exceed the amount of this Bond, and the amount of this Bond shall be crcdited for any payments made in good faith by Surety. 8. flmounis owed by O�a�ner to Contractor under the Contract shal( be used for the performance of the Contract and to satisf�y claims, if any, undcr any pei•tormancc bond. By C�ntractoi• furnishing and Owner acceptin� this Bond, they a�i•ee that all funds earned by Contract�r in the performance of the Contract are dedicatcd to satisfy obligations of Contractor and Surety under this Bond, subject to O��ner's priority to usc the fw�ds for the completion of the Work. F:JCDC C-l15 Paymcnt Bond(2007) Prcparcd by the Enginecrs Joint('ontract D�cuments Commillcr. Pa�c 2 of 3 9. Surety shall not be liable to Owner, Claimants, or others for obligations of Contractor that are unrelated to the Contract. Owner shall i�at be liable for payment of any costs or expenses of any Claimant under this Bond, and shall have wlder this Band no obligations to make payments to, give notices on behalf of; or othei-wise have obligations to Claimants under this 13ond. I0. Surety hereby waives notice of any change, inclt�ding changes of timc, to the Contract or to relatcd suhcontracts, purchase orders, and other obligations. I 1. No suit or aetion shall be commenced by a Claimant under this Bond other than in a court of competent jurisdiction in the lacation 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 Paragraph 4.l or Paragraph 4.2.3, or (2) on which the last labor or service was performed by anyone or the last materials or equipment were furnisl�ed by anyone under tl�e Contract, whiehever of (1) or (2) first �ccurs. If the provisions of Yhis paragraph are void or prohibited 6y lativ, the minimum period of iilnitatioii available to sureties as a defense in the jurisdiction ofthe stiit shall be applicable. 12. Notice to Surety, Qwncr, or Contractor shall be mailcd or delivered to the addresses shown on the signature page. Acttial receipt of notice by Surety, Owncr, or Contractor, hawever accomplished, shall be sufficient compliance as of the date received at the address shown on the signature page. 13. When this Bond has been fi�rnished to comply with a statutory requirement in the location where the Contract was to be perfonned, any provision in this Bond conflicting with said statutor}� requirement shall be deemed deleted herefrom and provisions confoiming to such statut�ry 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. 14. Upon request of any person or entity appearing to be a potential beneficiary of this Bond, Contraclor sllall promptly furnish a copy of this Rond or shall permit a copy to be macie. 1�. Defiinitions 1�.l Claimant: Ail individual or entity having a direct contract tivith Contractor, or with a First-tier subcontractor of Cc�ntractor, to furnish labor, materials, or ec�uipme►�t for use in the perforniance of the Contract. `I'I�e intent �f this Bond shall be to include without limitation in the tenns "labar, materials or cquipmei�t" that part of w�ter, gas, power, light, heat, oil, gasoline, telephane service, or rental equipment usect in the Contract, architccturai ancf engineerin� services required for performance of the Work of Contractor and Contractor's subcontractors, and all other items fvr which a mechanic's lien may be asserted ii� the _jurisdiction whei-e the labor, materials, or equipment were furnished. 152 Contract: The agreement between Owner and Contractor identified on the signature page, including all Contract Documents and changes thereto. 15.3 Oti��ner DeFault: Fai(ure of Owner, which has neither been remedied nor waived, to pay Contractor as required by the Contract, or to perform anc3 complete ar otherwise comply with the other terms thereof. FOR 1N}�ORMIITION ONLY—(Name, �Iddress, crnd Telephone} Surety /�genCy or Broker: Aon Risk Services Central, Inc. 8182 Maryland, St. Louis, MO 63105 314-721-5100 C?wner's Representativc {Fn,�ineer or other-): EJCllC GGIS Paymrut fiond(2007) Prcpared by thc 1?nginecrs Joint Contract Documcnts Comrnittcc. Pa�c 3 of 3 , �. ACKNOWLEDGEMENT BY SURETY STATE OF MISSOURI COUNTY OF ST. LOUIS On this ��,u day of �� = • .: �-- , 2012, before me, Maria Van Stratton, a Notary Public, within and for said County and State, personally appeared Stephanie L. Klearman to me personally known to be the Attorney-in-Fact of and for Liberty Mutual Insurance Company and acknowledged that she executed the said instrument as the free act and deed of said Company. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, at my office in the aforesaid County, the day and year in this certificate first above written. �� //�.� ,,,,,,,, ��P�Y PU�', MARIA VAN STNATfnP! o.....,BG,, `?'IVOTARI':#': MY��issi�n Ex�ires Notary Public in the State of Missouri ,�:. s�� • ; �,�e,�,?�,3 -;9�.• ;;�� SL Louis County �'��,��'�`�` Cr,mmission�G9705800 --------_._ --_-_ __..... -__ ____ � THI$ POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. L�g 1 S�L6S This Power df Attorney limits the acts of those named herein,and they have no authority to bind the Company except in the manner and to the extent herein stated. LIBERTY MUTUAL INSURANCE COMPANY BOSTON,MASSACHUSETTS POWER OFATTORNEY KNOW ALL PERSONS BY THESE PRESENTS: That Liberty Mutual Insurance Company(the"Company"),a Massachusetts stock insurance company, pursuant to and by authority of the By-law and Authorization hereinafter set forth,does hereby name,constitute and appoint CATHERINE L.GEIMER, THOMAS U.KRIPPENE,ROBERT A.MILLER,CHRISTINA BARATTI,STEPHANIE L.KLEARMAN,SUSAN R.SCHWARTZ,ERIC D.SAUER,ALL OF THE CITY OF SAINTLOUIS,STATE OF MISSOURI................................................................................................................................................................................................................... ................................................................................................................................................................................................................................................................................. , each individually if there be more than one named, its true and lawful attorney-in-fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations in the penal sum not exceeding ONE HUNDRED MILLION AND OOi100'***•`**""'*******"***•**•****•*********•************•******••*• DOLLARS($ 100,000,000.00*"*•***""""**"'***"*** ) each, and the execution of such undertakings,bonds,recognizances and other surety obligations,in pursuance of these presents,shall be as binding upon the Company as if they had been duly signed by the president and attested by the secretary of the Company in their own proper persons. That this power is made and executed pursuant to and by authority of the following By-law and Authorization: ARTICLE XIII-Execution of Contracts:Section 5.Surety Bonds and Undertakings. � Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the � = chairman or the president may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Company to make, y p execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Such attorneys- d � in-fact,subject to the limitations set forth in their respective powers of attorney,shall have fuli power to bind the Company by their signature and = -p execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if y = y signed by the president and attested by the secretary. ,Q N �, �� C � � By the following instrument the chairman or the president has authorized the officer or other officiai named therein to appoint attorneys-in-fact: � �L = 'O � Pursuant toArticle XI II,Section 5 of the By-Laws,David M.Carey,Assistant Secretary of Liberty Mutual Insurance Company,is hereby authorized — 0 � � to appoint such attorneys-in-fact as may be necessary to act in behalf of the Company to make,execute,seal,acknowledge and deliver as surety v� v 3 any and all undertakings,bonds,recognizances and other surety obligations. �W oR = � d > That the By-law and the Authorization set forth above are true copies thereof and are now in full force and effect. L *'�C +�'-'o �.a IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Company and the corporate seal of Liberty ,a M c'N Mutual Insurance Company has been affixed thereto in Plymouth Meeting,Pennsylvania this day of 29th day of Au4ust O� O i 2011 �� LIBERTY MUTUAL INSURANCE COMPANY O � ° °' m`� �;� a c�c r.+ v z � � ``� ' y O L ''�\ gy �C �v� ~- David M.Carey, "sistant Secretary �� COMMONWEALTH OF PENNSYLVANIA ss O c ��; COUNTY OF MONTGOMERY �y �•� 'C 3 � y On this 29th day of August 20�� , before me, a Notary Public, personally came David M. Carev, to me known, and �� d `p L acknowledged that he is an Assistant Secretary of Liberty Mutual Insurance Company;that he knows the seal of said corporation;and that he executed >o .a � the above Power of Attorney and affixed the corporate seal of Liberty Mutual Insurance Company thereto with the authority and at the direction of said �� ,N • tt corporation. � > a=i „� �M �c� +r L IN TESTIMONY WHERE,O��1��er�e t�o subscribed my name and affixed my notarial seal at Plymouth Meeting, Pennsylvania,on the day and year v�"� Zv first above written �� ,��;.��'� °� �� --� --- �� - ; �� y�„�� ',��i' s � ��F � Oo �+` �'� � �� f- 3 �'. 4 �t 3 E (, �� , � Q �."a� ';rvr, .sf T�r 1 ,s � CJ ; B 1�� O 8 � �.r� � ta �� . y �� , �� .:, � „,•. ;: .__.. .-v. , :"u` Te er sa Pastella,Notary Public CERTIFICATE �, P� �°` �� I,the undersigned,Assist�nt��Gr��f,L�berty Mutual Insurance Company,do hereby certify that the original power of attomey of which the foregoing is a full,true and correct copy,i��.ful6Evr'ce and effect on the date of this certificate;and I do further certify that the officer or official who executed the said power of attorney is an Assistant Secretary specially authorized by the chairman or the president to appoint attorneys-in-fact as provided in Article XIII, Section 5 of the By-laws of Liberty Mutual Insurance Company. This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the following vote of the board of directors of Liberty Mutual Insurance Company at a meeting duly called and held on the 12th day of March, 1980. VOTED that the facsimile or mechanically reproduced signature of any assistant secretary of the company,wherever appearing upon a certified copy of any power of attorney issued by the company in connection with surety bonds, shall be valid and binding upon the company with the same force and effect as though manually affixed. IN TESTIMONY WHEREOF, I have hereunto subscribed my n=:rne and affixed the corporate seal of the said company, this � day of A u��: , o;�-. , � �',�� ;'w f;'°�°`�,�; '- � , �--._ _=�� A�„6�,i '�'� � �"��",�:�'� Greg ryo W Davenport,Assistant Secretary -!r� OP ID: MI A�(�R�' CERTIFICATE OF LIABILITY INSURANCE DATE�MM/DD/YYYY) 07I20/12 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 314-657-2959 NAMEACT JD Kutter Insurance Associates C.J.Thomas Company,Inc. 314-657-2970 P,tiHONN Ext: A/C No: 800 Market Street, 18th Floor E-MAIL ADDRESS: St.Louis,MO 63101 PRODUCER KLOST-2 CUSTOMER ID#: _________ _.__ _ INSURER(S)AFFORDING COVERAGE NAIC# INSURED KCI Construction Company� IIIC. INSURERA:AIII@CISUP@ IIlSU�81lC@ CO 19488 10315 Lake Bluff Drive iNsuReRe:Zurich American Ins Co St. Louis, MO 63123 INSURER C: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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 AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 'LTR NPE OF INSURANCE ADDL��SUBR� pOLICY NUMBER MMLDDY/YYYY MM DDY/YYW LIMITS GENERAL LIABILITY � ! '. EACH OCCURRENCE �� $ ��OOO�OO A X COMMERCIAL GENERAL LIABILITY �' ��IC7L2048�J7� 10/01/11 � 10/01/12 DAMAGE TO RENTED PREMISES Eaocwrrence $ ��,00 CLAIMS-MADE � OCCUR MED EXP(Any one person) $ rJ��O PERSONAL&ADV INJURY $ ��OOO,OO GENERALAGGREGATE $ Z�OOO�OO GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ Z�OOO�OO i POLICY X PR� LOC I $ ; AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT � $ ��OOO�OO A '� X �� ANY AUTO CA2048570 '�. 10/01/11 10/01/12 �Ea accident) --� BODILY INJURY(Per person) $ I ALL OWNED AUTOS �� ---� BODILY INJURY(Per accident) $ SCHEDULED AUTOS � PROPERTY DAMAGE $ X HIRED AUTOS I (Per accident) � X NON-OWNED AUTOS ., ', $ I~ ' $ �X UMBRELLA LIAB I X OCCUR EACH OCCURRENCE � $ 'I O,OOO,OO EXCESSLIAB CLAIMS-MADE � AGGREGATE $ �O,OOO,OO B I--- — AUC508767906 10/01/11 li 10/01/12 � DEDUCTIBLE $ X � RETENTION $ O $ IWORKERS COMPENSATION X ORY L M TS oER AND EMPLOYERS'LIABILITY Y/N � A ANY PROPRIETOR/PARTNER/EXECUTIVE ��WCZO4HS72 10/01/11 10/01/12 E.L EACH ACCIDENT $ ��OOO�OO i OFFICER/MEMBER EXCLUDED7 ❑ N�A ,. (Mandatory in NH) I � E.L.DISEASE-EA EMPLOYEE $ ��0�0� If yes,describe under DESCRIPTION OF OPERATIONS below ' � E.L DISEASE-POLICY LIMIT $ �,OOO,OO I II i I i DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) PROJECT: WASTEWATER TREATMENT FACILITY. ***SEE ATTACFIMENT FOR ADDITIONAL WORDING*** CERTIFICATE HOLDER CANCELLATION LCAPEGI SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCEL�ED BEFORE CITY OF CAPE GIRARDEAU THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 401 INDEPENDENCE STREET CAPE GIRARDEAU, MO 63703-6224 AUTHORIZED REPRESENTATIVE `�, �� ,�1 f ( � ,� r�( (� �t,r= t�t" ,- OO 1988-2009 ACORD C�RPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD . t - . �� ,,,,,r..�..�.� � � � INSLIi�,�►t�1C� A�SSC��IAT�� KCI CONSTRUCTION COMPANY CERTIFCATE ATTACHMENT PROJECT: WASTEWATER TREATMENT FACILITY. CITY OF CAPE GIRARDEAU, MISSOURI AND JACOBS ENGINEERING GROUP, INC. ARE INCLUDED AS ADDITIONAL INSUREDS AS REQUIRED BY WRITTEN CONTRACT UNDER THE GENERAL LIABILITY POLICY (FOR ON-GOING AND COMPLETED OPERATIONS) WITH RESPECT TO WORK PERFORMED BY THE NAMED 1NSURED ON THE ABOVE LISTED PROJECT. SUCH COVERAGE IS PRIMARY AND NON-CONTRIBUTORY. WANER OF SUBROGATION APPLICABLE WHERE PERMITTED BY LAW. CANCELLATION WILL BE PROVIDED BASED ON THE POLICY TERMS AND CONDITIONS SUBJECT TO MISSOURI STATUTORY REQUIREMENTS: • (60) DAYS NOTICE—NON-RENEWAL ANY OTHER REASON • (30) DAYS NOTICE—FRAUD, CHANGES 1N CONDITIONS, INCREASED RISK, CARRIER 1NSOLVENCY, CARRIER LOSS OF REINSURANCE • (10) DAYS NOTICE—NON-PAYMENT OF PREMIUM (2016) �� s Affiliated with Trio+rv�s C.J. Thomas Company 800 Market • 18th Floor • St. Louis, MO 63101-2506 Phone: 314-657-2959 • Fax: 314-657-2970 �, OP ID: KC A��Y DATE(MM/DD/YYYY) �,� EVIDENCE OF PROPERTY INSURANCE o��2oizo�2 THIS EVIDENCE OF PROPERTY INSURANCE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE ADDITIONAL INTEREST NAMED BELOW. THIS EVIDENCE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS EVIDENCE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE ADDITIONAL INTEREST. AGENCY PHONE 314-657-2959 COMPANY A/C No Ext: JD Kutter Insurance Associates Travelers C.J.Thomas Company, Inc. P.O. Box 66852 800 Market Street, 18th Floor St Louis,MO 63166-6852 St. Louis, MO 63101 ac No:314-657-2970 ADDR'ESS: CODE: SUB CODE: AGENCY KLOST-3 CUSTOMER ID#: INSURED LOAN NUMBER POLICY NUMBER BINDER#47812 KCI Construction Company EFFECTIVE DATE EXPIRATION DATE CONTINUED UNTIL 10315 Lake Bluff Drive 08/15/12 08/15/14 TERMINATED IF CHECKED St. LOUIS, MO 63123 THIS REPLACES PRIOR EVIDENCE DATED: PROPERTY INFORMATION LO CATIO NID ESC RI PTION CITY OF CAPE GIRARDEAU, MO WWTP 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 EVIDENCE OF PROPERTY INSURANCE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. COVERAGE INFORMATION COVERAGE!PERILS/FORMS AMOUNT OF INSURANCE DEDUCTIBLE CITY OF CAPE GIRARDEAU,INWTP BUILDERS RISK 55674000 25000 INCLUDING EARTHQUAKE 55674000 500000 REMARKS Includin S ecial Conditions CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. ADDITIONAL INTEREST NAME AND ADDRESS MORTGAGEE X ADDITIONAL INSURED X LOSS PAYEE LOAN# CITY OF CAPE GIRARDEAU JACOBS ENGINEERING GROUP, INC. AUTHORIZEQjREPRESENTATIVE SUBS&SUPPLIERS ATIMA ',-� . t:��" �;, �� ,:-�.��' � �� .�-C 1� �'� , �. ACORD 27(2009/12) � O 1993-2009 ACORD CO PORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD � �� OP ID: KC '`��R�'� CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 07l24/12 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement s . PRODUCER 314-657-2959 NAMEACT JUC� Mitchell JD Kutter Insurance Associates 314-657-2970 PHONE 314-657-2959 a�c No: 314-657-2970 C.J.Thomas Company,Inc. ac No Ex�: 800 Market Street 18th Floor E-MAIL � aooRess: �ud 'dkutter.com St.Louis,MO 63101 PRODUCER KLOST-2 CUSTOMER ID#: INSURER S AFFORDING COVERAGE NAIC# INSURED SEMO PORT RAILROAD INSURERA:Tf1V@I@�S 25674 10 BILL BESS DRIVE INSURERB: SCOTT CITY,MO 63780 INSURER C: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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 AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TypE OF INSURANCE ADDL SUB ppLICY NUMBER MM/DD/YYYY MM DD/1'YYY LIMITS LTR GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED COMMERCIAL GENERAL LIABILIN PREMISES Ea occurrence $ CLAIMS-MADE � OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENER.4L AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PR� LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accidenf) $ SCHEDULED AUTOS PROPERTY DAMAGE $ HIRED AUTOS (Per accident) NON-OWNED AUTOS $ $ UMBRELLA UAB pCCUR EACH OCCURRENCE $ EXCESS LIAB CIAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y�N E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? � N�A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ q RAILROAD - BINDER#47811 07/20/12 08/15/14 2,000,000 Per Occ PROTECTIVE 6,000,000 Aggregate DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additlonal Remarks Schedule,if more space is requlred� PROJECT: CITY OF CAPE GIRARDEAU, WWTP DESIGNATED CONTRACTOR: KCI CONSTRUCTION COMPANY CERTIFICATE HOLDER CANCELLATION LCAPEGI , SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN CITY OF CAPE GIRARDEAU ACCORDANCE WITH THE POLICY PROVISIONS. 401 INDEPENDENCE STREET CAPE GIRARDEAU, MO 63703 AUTHORIZEDREPRESENTATIVE _� �." ;��, `,� `( � � /��4• ��". 1 O 1988-2009 ACORD C RPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD j w : '' -z=� ,�_• '�= , Jaemiah W.(Ja})N'uon.Govanor . Sara I'arka Pauler.Direaor �s�rarE oP.i�o�i; D��'�T�EI�TT �F NATURAL RESaURCES - - s . � -�_��;+,_ -:;�� n�tiv.dar.mo.gov _ :; - - _ ' .:�_ . September 17,2012��-. .��`��--�`�' .--,. Mr. Tim Gramling,P.E.,Public Works Director � City of Cape Girardean 401 Independence Street Cape Girardeau,MO 63703 RE: C295531-01 and 02 Cape Girardeau,MO—Wastewater Treatment Plant Upgrades,CP0001299, Change Order No. 1 Dear Mr. Gramling: � Enclosed is approved Change Order No. 1 for your contract with KCI Construction Co.,Inc.for the Wastewater Treafinent Plant Upgrades to serve the City of Cape Girardeau. The project receives fundi.ng through the Clean Water State Revolving Fund Loan program. This change order has been reviewed for compliance to 10 CSR 20�.040 with regard to changes in contract price and/or time and 10 CSR 20-8 in regards to sanitary engiueering feaiures. This change order modifies the plans and specifications approved on June 5,2012;but, it has no effect on the eligible cost of construction or construction ti.me. Invoices from your engineer should clearly separate eligible and ineligible costs. We suggest the invoice refer to the date of this lexter for eligibility purpases. Failure to clearIy separate eligible and ineligil�le costs may result in the disallowance of project costs should the project be audited af�er project closeout Financial assistance on this project is li.mited 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 years following the completion of disbursement If you have any questions,please contad me at 573-751-1402 or Missouri Deparlment of Natural Resonrces, Water Protection Prograni,P.O.Box 176,Jefferson City,MO 65102-0176. Thank you. . Sincerely, WATER PROTECTION PROGRAM �� B �hawJr. P.E �RF�.,�,m'neerin Unit Chief � a f -a �"`b"` g FtI13IIC131 ASSIStat1CC�RII�L' BFS:�1 EIICIOSUT6 c; Mr,p.I�.Mathai,P.E.,Jacobs Engineering Group,Inc. Southeast Regional Office Mr.Paul Dickersan,Water Protection Program Mr.Dave Potthast,Water Protection Prograin„�inancial Assistance Center c� �� ..._ _"""T_ � � ,,� I - -��; Yi��`�."AI�'��M�..-! � �'__! �l�� jazmiah W.Uay�)Nxnn,Govemor . Sua Parkc Pauley,Ditector ��;c5�i;�`�;tr�t[� D; ��I"�� . T OF NAT[�R.AL RESOURCES ,�t ��,- ¢.►!�,-�,� '� 'r ;.,.�;�.;:.-:_� , `�-��'s;�:f,'�'� -;°.`.t'�,� wt��wdntmo.gov �� x,,�}—�/J�7:»�! ,�:H��.._i�=-:}�:-�/ `�-',-'••,��__.i�l.��y.\ .'y. . � Ail�c:'LCti� . � February 6, 2013 � Mr. Ti.m Gramling, P.E.,Public Works Director City of Cape Girardeau i 401 Inclependence Street Cape Girarde�MO 63703 RE: C295531-Oi /C295531-02 City of Cape Girardeau,MO—Wastewater Treatment Plant � Upgrades,CP0001299, Change Order No.2 I Dear Mr. Gramling: ' I The Missouri Uepart�ent of Natizral Resources' Water Protection Program lzas approved the enclosed Ghange Order No.2�or your contract with KCI Constructiori Co.,Inc. for the Wastewater Tre.aiment Plant Upgrades to serve the city of Cape Girardeau. The project receives funding through the Clean Watei State Revolving Fund Loan program. This change order has been reviewed for compliance to 1 Q CSR�0-4.040 with rEgard to changes in contract price and/or time and 10 CSR 2�-8 in regazds to sanitary engineering f�atures. This change order modifies the plans and spec'ifications approved on June 5,2012 and decreases the eligible cost of construction by$116,465. Invoices from your engi.neer should clearly separate eligibie and ineligible costs. Vi�e suggest the invoice refer to the date of this letter for eligibiliiy�urposes. Fa.ilure to clearly separate eligible � � and ineligible cos�s may result in the disallowance of project costs should the project be audited � � after project closeout. I I. i Financial assistance on this project is Iimited to the.amount of the loan and cannot be increased. ' This change order is far your affieial project recards and should be mainta.ined.on file for a minimum o�four(4)years fallowing the completion of disbursement. c� � �� I ' . Mr. Tim Gramiing,P.E.,Public VVorks Director February 6, 2�13 � Page 2 If you ha�e any questions feel free to corrtact me at 573-75 i-1402 or Missouri Department of Natural Resources,Wa.ter Protecrion Program,P.O. Box 176,Jefferson City�,MO b5102-0176. 'I'hank you. . - Sincerely, WATER PROTECTION PROGRAM ,� � �'��; . . Byron F. Shaw,Jr.,P.E., SRF Engineering Unit Chief Financial Assis#ance C�nter BFS:cas Enclosure c: Mr. P.K. Mathai,P.E.,Jacobs Engineering Group, Inc. Southeast Regional Office Mr. Paui Dickerson,TJVater Protection Program, Compliance and Enforcement Section Mr. David Potthast,Water Protection Program, Financial Assistat�ce Center , . # ° _ � Change Order , No. 2 Date of Issuance: January 24, 2013 Effective Date: ,Jalluary 24, 2013 P�fe�c: Wastewater Treatment Facility Owner. City of Cape Girardeau or,�ners cornract No.: 3534 co��r: Wastewater Treatment Facility(SRF Project No. C295531-01) oateotcoMract: August 3, 2012 coM��co� KCI Construction Company, It1C. en9ineer's Pro�ect No.: C5X65101 The Contract Documents are modified as follows upon execution of this Change Order: WCD No. 1 —Drilled Displacement Piles(Attached) Deduct($261,916.00) WCD No.2—Probe Bedrock at UV/Effluent Structure(Attached) Add$1,774.00 WCD No.4—Revise Grating(Attached) Deduct($15,106.00) WCD No.5—Dynamic Testing of Piles(Attached) Add$60,882.00 WCD No.6—Foundation Stabilization at UV/Effluent Structure(Attached) Add$57,355.00 Change Proposal No.3 from KCI—Probe Bedrock at Biosolids Bldg(Attached) Add$4,602.00 RFP No.3—Misc.Arch., Plumbing 8 Electrical Revisions(Attached) Add$27,855.00 RFP No.4—Crushed Stone Drive(Attached) Add$8,489.00 Total Cost This Change Order Deduct($116.065.001 CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price: Original Contract Times: ❑ Working days � Calendar days Substantial completion(days or date): July 20, 2014 $55,674,000.00 Ready for final payment(days or date): AUgUSt 19, 2014 [Increase][Decrease]from previously approved Change [Increase][Decrease] from previously approved Change Orders Orders No. 1 No._(NA) to No. (NA) Substantial completion(days): Same as original $Q Ready for final payment(days): Same as original Contract Price prior to this Change Order: Contract Times prior to this Change Order: Substantial completion(days or date): Same as original �ep artmen� +��i $55,674,000.00 Ready for final payment(days or date): Same as original Natural ��5�,;;r��S [Decrease]of this Change Order: [Increase][Decrease]of this Change Order: r C� 0 U 2013 Substantial completion(days or date): (NA) ($116,065.00) Ready for final payment(days or date): (NA) APPRp�/ED Contract Price incorporating this Change Order: Contract Times with all approved Change Orders: Substantial completion(days or date): Same as original $55,557,935.00 Ready for final payment(days or date): Same as original RECOMMENDED: ACC TED: � ACCEPTED: BY�,� ��a. - BY -'� � �� J �� - L�� BY ,�-� c.-� Engineer(Authorized Signature) Owner(A horized Signature) Corrtractor(Authorized Signatu2) Date: � 4 � Date: L�� / 7 `l � Date: � � Z S" �J Approved by Funding Agency(if applicable): Date: EJCDC No.G941(2002 Edition) Page 1 of 1 Prepared by the Engineers'Joint Contract Documents Committee and endorsed by the Associated General Contractors of America and t6e Construction Specifications Institute. �. . � ff, S T�TE'O F M I S S O URI Jeremiah W.Qay)Nixon,Governor . Sara Parker Pauley,Direaor DEPARTMENT OF NATURAL RESOURCES _ www.dnr.mo.gov June 24, 2013 Mr. Tim Gramling, P.E., Public Works Director City of Cape Girardeau 401 Independence Street Cape Girardeau, MO 63703 RE: C295531-01 / C295531-02 City of Cape Girardeau, MO—Wastewater Treatment Plant Upgrades, CP0001299, Change Order No. 3 Dear Mr. Gramling: The Missouri Department of Natural Resources' Water Protection Program has approved the enclosed Change Order No, 3 for your contract with KCI Construction Co., Inc. for the Wastewater Treatment Plant Upgrades to serve the city of Cape Girardeau. The project receives funding through the Clean Water State Revolving Fund Loan program. This change order has been reviewed for compliance to 10 CSR 20-4.040 with regard to changes in contract price andlor time and 10 CSR 20-8 in regards to sanitary engineering features. This change order modifies the plans and specifications approved on June 5, 2012 and decreases the eligible cost of construction by $29,857.40. 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. A �� Rm�cled Paper � ��`�� , . �uN i7 20�3 Change Order No. 3 �� '�� -C,;c�;�n� ' F ti = -� ��;, , ... ,..i Date of Issuance: June 5, 2013 Effective Date: JUne 5, 2013 Pro�e�: Wastewater Treatment Facility Owner. City of Cape Girardeau or,-�rScom�allo.: 3534 coM��: Wastewater Treatment Facility(SRF Project No. C295531-01) �ateofco�tract: August 3, 2012 CoMractor. KCI Construction Company, InC. en9ineersPro�ectNo.: C5X65101 The Contrect Documents are modified as follows upon execution of this Change Order: Description: See attached list of modifications. Attachments: See supporting documents attached. CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price: Original Contract Times: ❑ Working days � Calendar days Substantial completion(days ordate): JUIy 20, 2014 $55,674,000.00 Ready for final payment(days or date): AUgUSt 19, 2014 [Decrease]from previously approved Change Orders [Increase][Decrease] from previously approved Change Orders No. 1 to No._2 No. (NA) to No. (NA) 1 �p�ar u,��,C�„� pK. Substantial compietion(days): Same as originai ($1�6,065.00) Ready for final payment(days): Same as original Contract Price prior to this Change Order: Contract Times prior to this Change Order: Substantial completion(days or date): Same as original n� (j1 $55,557,935.00 Ready for final payment(days or date): Same as original 3.�m� �`.kt'�°J �� `` �1a�u�a � ``�''°�t [Decrease]of this Change Order. [Increase)[Decrease]of this Change Order: i�. 4 � �'' Substantial completion(days or date): (NA) ��%�{ �� ($29,857.40) Ready for final payment(days or date): (NA) �� ' � Contract Price incorporating this Change Order: Contract Times with all approved Change Orders: Substantial completion(days or date): Same as original $55,528,077.60 Ready for final payment(days or date): Same as original RECOMMENDED: ACCEPTED: ACCEPTED: BY �///� �,�-- BY `S.is� �' U.H� BY�— �. � Engineer Authorized Signature) Owner(Authorized Signature) Corrtractor(Authorized Signatu2) Date: Date: l�(Q ��J�� Date: �'�• �7 Approved by Funding Agency(if applicable): Date: EJCDC No.C-941(2002 Edition) Page 1 of 1 Prepared by the Engineers'Joint Contract Documents Committee and endorsed by the Associated General Contractors of America and the Construction Specifications Institute. WASTEWATER TREATMENT FACILITY CAPE GIRARDEAU, MO Change Order No. 3—Miscellaneous Revisions The Contract Documents are modified as listed below: 1. SBR Influent Line Modifications (Change Proposal No. 11 attached) Deduct ($13,523.00) 2. Exploratory Drilling at Influent P.S. (Change Proposal No. 12 attached) Add $10,155.00 3. Foundation Revision for UV Canopy(Change Proposal No. 13 Rev attached) Add $4,961.00 4. Add Welding Receptacles in Buildings (Change Proposal No. 14 attached) Add $3Z,159.00 5. Floor Hatched in UV Building (Change Proposal No. 15 attached) Add $694.00 6. Relocate Effluent Pipe Under RR (Change Proposal No. 16 attached) Add $1,281.00 7. Grating Embed Changes (Change Proposal No. 18 attached) Add $4,079.00 8. Credit for Roc Excavation at Influent P.S. (Proposal dated 2-13-13 attached) Deduct($35,576.40) 9. Credit for Drilled Displacement Piles (Proposal dated 3-22-13 attached) Deduct($34,087.00) Total Cost This Change Order Deduct($29,857.40) , . ;:;:;?-;°_��''�'u��,��:;��t:., � -> � <� �� , , �� , � �0� Jeremiah W.(Jay)Nixon,Governor . Sara Parker Pauley,Director Q �, rR I?��' �� ' T OF NATURAL RESOURCES �'..- � °� ,j�'�,� � Y �.� � i i i . , ; ,�� ;,, www.dnr.mo.gov ��,.�.i,,r._,,,(„ t,.r_ '��„\:'fCl_\%':.;� -i _ '�°\n� a�' .� ;.c�:ccx^ October 28, 2013 Mr. Tim Gramling, P.E., Public Works Director City of Cape Girardeau 401 Independence Street Cape Giraxdeau, MO 63703 RE: C295531-01 /C295531-02 City of Cape Girardeau, MO—Wastewater Treatment Plant Upgrades, CP0001299, Change Order No. 4 Dear Mr. Gramling: The Missouri Department of Natural Resources' Water Protection Program has approved the enclosed Change Order No. 4 for your contract with KCI Construction Company, Inc. for the Wastewater Treatment Plant Upgrades to serve the city of Cape Girardeau, MO. The project receives funding through the Clean Water State Revolving Fund Loan program. This change order has been reviewed for compliance to 10 CSR 20-4.040 with regard to changes in contract price and/or time and 10 CSR 20-8 in regards to sanitary engineering features. This change order modifies the plans and specifications approved on June 5, 2012 and decreases the eligible cost of construction by $3,530.00. 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. ta Recycl d Papv c R Mr. Tim Gramling, P.E., Public Works Director October 28, 2013 Page 2 � If you have any questions feel free to contact me at 573-751-1402 or Missouri Department of Natural Resources, Water Protection Program, P.O. Box 176, Jefferson City, MO 65102-0176. Thank you. Sincerely, WATER PROTECTION PROGRAM ,�� :�-v��w,- �� Byron F. Shaw, Jr., P.E., SRF Engineering Unit Chief Financial Assistance Center BFS:cas Enclosure c: Mr. P.K. Mathai, P.E., Jacobs Engineering Group, Inc. Southeast Regional Office Mr. Paul Dickerson, Water Protection Program, Compliance and Enforcement Section Mr. David Potthast, Water Protection Program, Financial Assistance Center . . �� . . . NOY 0 6 2Q1:3 �� 52�' � �v�C` .. i ' �,� rv.�� t � 4 � ` � �'ac_� ..,._ E,f :_� �.r.� Change Order OCT � a 2�13 No. 4 �ate of Issuance: October 9, 2013�G�n�E-�C r�-t�C��=�%�i�i`� M�� '�' ate: October 9, 2013 Proie�c Wastewater Treatment Facility Owner. City of Cape Girardeau owner's cor�tract No.: 3534 co��: Wastewater Treatment Faciliry(SRF Project No. C295531-01) DateofCoMract August 3, 2012 co��co� KCI Construction Company, InC. en9ineersPro�ectNo.: C5X65101 The Contract Documents are modified as follows upon execution of this Change Order: Description: Sludge Drying System and Miscellaneous Revisions See attached list of Revisions. Attachments: See supporting documents attached. CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price: Original Contract Times: ❑ Working days � Calendar days Substantial completion(days or date): July 20, 2014 $55,674,000.00 Ready for final payment(days or date): AUgUst 19, 2014 [Decrease]from previously approved Change Orders [Increase][Decrease] from previously approved Change Orders No. 1 to No._3 No. (NA) to No. (NA) Substantial completion(days): Same as original ($145,922.40) Ready for final payment(days): Same as original ContracX Price prior to this Change Order: Contract Times prior to this Change Order: Substantial completion(days or date): Same as original $55,528,077.60 Ready for final payment(days or date): Same as original DeRrrtmert �� ;c�.�Ev�, [Decrease]of this Change Order: [Increase][Decrease]of this Change Order: N�tUr� ' Substantial completion(days or date): (NA) � � :� � ^^_`,^� ($3,530.00) Ready for final payment(days or date): (NA) �'"' ' Contract Price incorporating this Change Order: Contract Times with all approved Change Orders: �� Substantial completion(days or date): Same as original $55,524,547.60 Ready for final payment(days or date): Same as original RECOMMENDED: ACC PTED: ACCEPTED: By. � gY. � "� �'� '�,�� gY• 1 v'^'"'� �'� � ngineer(Authorized Signature) ner(Authorized Signature) Corrtractor(Authorized Signature) Date: ,,/�/9/�� Date: �� L,� � � Date: I�' l' �� Approved by Funding Agency(if applicable): Date: EdCDC No.C-941(2002 Edition) Page 1 of i Prepared by the Engineers'Joint Contract Documents Committee and endorsed by the Associated General Contractors of America and the Construction Specifications Institute. . WASTEWATER TREATMENT FACILITY CAPE GIRARDEAU, MO Change Order No.4—Siudge Drying System and Miscellaneous Revisions The Contract Documents are modified as listed below: 1. Sludge Drying Equipment Procurement Allowance Per Bid Form and Contract Agreement $3,800,000.00 2. Sludge Drying Equipment Price per Agreement with Andritz (Agreement attached) $3,444,710.00 3. Remaining Allowance in Equipment Price (Item 1 minus Item 2) Deduct ($355,290.00) 4. Spare Parts for Belt Drying Equipment) (Quotation from Andritz attached) Add $50,000.00 5. Local H-O-A Switches for Belt Dying Equipment (Change Proposal No. 09 attached) Add $38,856.00 6. Revise Fan EF-9 in Biosolids Building (Change Proposal No. 10 attached) Add $10,415.00 7. Miscellaneous Additions to Belt Drying System (Chang�Proposal No. 17 attached) Add $50,180.00 8. Change 4" Force Main from DIP to HDPE (Change Proposal No.20 attached) Deduct ($4,200.00) 9. UV Structure Coating and Additional Yard Hydrant (Change Proposal No. 21 attached) Add $121,183.00 10. Modifications to Kasten Levee (Change Proposal No. 22 attached) Add $7,670.00 11. Sheet Waterproofing at Headworks Grit Pump Room (Change Proposal No. 23 attached) Add $10,583.00 12. Outfall Structure Wall Protection (Change Proposal No. 24 attached) Add $10,021.00 13. UPS Panel Modifications (Change Proposal No. 26 Revision 1 attached) Add $7,612.00 14. Control Panel LCP-POL-240 (Change Proposal No. 27 attached) Add $9,244.00 15. Additional Lab Equipment and Supplies (Change Proposal No. 28 attached) Add $22,259.00 16. Additional Rip Rap at Kasten Levee (Change Proposal No. 29 attached) Add $9,599.00 17. MC Cable in lieu of Rigid AI Conduit in Admin Building (Change Proposal No.30 attached) Deduct ($4,284.00) 18. Revisions to MCCS Bus Bracing (Change Proposal No. 31 attached) Add $12,622.00 Total Cost This Change Order(Total 3 through 18) Deduct ($3,530.00) 4 � �4. :-'M,.:'i_4" :f•'�t' ,�:- `�il c`�'�� ~ � ,�ry�'�-4 t�� '�1 � ��:.,-�.� Jeremiah W.(Jay)Nixon,Govemor . Sara Parker Pauley,D'uector EST��.�, -��s'o,�r�� D�E��.�T'��,F�TT OF NATURAL RESOURCES � '- �� ' � �l y. �K 1"' -� www dnr.mo.gov =��t' ;/� � ��—/?:-�--� � ',t_,l.�_�/LV._:✓ - "' _ ? 1 -:'�l�i , ' 'SI11(:c:C:�� . February 19, 2014 Ms. Casey Brunke, P.E., City Engineer City of Cape Girardeau 401 Independence Street Cape Girardeau, MO 63703 RE: C295531-01 /C295531-02 City of Cape Girardeau, MO—Wastewater Treatment Plant Upgrades, CP0001299, Change Order No. 5 Dear Ms. Brunke: The Missouri Department of Natural Resources' Water Protection Program has approved the enclosed Change Order No. 5 for your contract with KCI Construction Company, Inc. for the Wastewater Treatment Plant Upgrades to serve the city of Cape Girardeau, MO. The project receives funding through the Clean Water State Revolving Fund Loan program. This change order provides for subgrade stabilization for the sequencing batch reactor and other miscellaneous revisions and has been reviewed for compliance to 10 CSR 20-4.040 with regard to changes in contract price andlor time and 10 CSR 20-8 in regards to sanitary engineering features. This change order modifies the plans and specifications approved on June 5, 2012 increases the eligible cost of construction by $648,878, but has no effect on construction time. 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 proj ect records and should be maintained on file for a minimum of four (4) years following the completion of disbursement. �� .. Recyded Paper _ . Ms. Casey Brunke, P.E., City Engineer February 19, 2014 Page 2 If you have any questions feel free to contact me at 573-751-1402 or Missouri Department of Natural Resources, Water Protection Program, P.O. Box 176, Jefferson City, MO 65102-0176. Thank you. Sincerely, WATER PROTECTION PROGR.AM � � , � �� c`�J�IC�� B on F. Shaw, Jr., P.E., WSRF Engineering Unit Chief Financial Assistance Center BFS:cas Enclosure c: Mr. P.K. Mathai, P.E., Jacobs Engineering Group, Inc. Southeast Regional Office Mr. Paul Dickerson, VVater Protection Program, Compliance and Enforcement Section Mr. David Potthast, Water Protection Program, Financial Assistance Center , *� ��a�a� €� _� 5:� . 'L.� _ 4.._-�,::7 °�� 7 C ��4 : F� - �. k . `, �� - Department of � Natural Resources Change Order FEB 1 9 2t�14 No. 5 APPR�VED Date of Issuance: JanuBry 21, 2014 Effective Date: JanUary 21, 2014 P�ie�: Wastewater Treatment Facility Owner. City of Cape Girardeau oWners cornract No.: 3534 co�a: Wastewater Treatment Facility(SRF Project No. C295531-01) �ateotcornract: August 3, 2012 coM��co� KCI Construction Company, InC. Eny��eers Project No.: C5X65101 The Contract Documents are modified as follows upon execution of this Change Order: Description: SBR Subgrade Stabilization and Miscellaneous Revisions - See attached list of Revisions. � , - -; , ;;f�l �j : .;; - Attachments: See supporting documents attached. ,� CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price: Original Contract Times: ❑ Working days � Calendar days Substantial completion(days or date): July 20, 2014 $55,674,000.00 Ready for final payment(days or date): AUgUSt 19, 2014 [Decrease]from previously approved Change Orders [Increase][Decrease] from previously approved Change Orders No. 1 to No. 4 No. (NA) to No. (NA) Substantial completion(days): Same as original ($149,452.40� Ready for final payment(days): Same as original Contract Price prior to this Change Order: Contract Times prior to this Change Order: Substantial completion(days or date): Same as original $55,524,547.60 Ready for final payment(days or date): Same as original [Increase]of this Change Order: [Increase][Decrease]of this Change Order: Substantial completion(days or date): (NA) $648,878.00 Ready for final payment(days or date): (NA) Contract Price incorporating this Change Order: Contract Times with all approved Change Orders: Substantial compietion(days or date): Same as original $56,173,425.60 Ready for final payment(days or date): Same as original RECOMMENDED: ACC TED: ACCEPTED: . ; (� BY �/'��1�' BY' � .r '�-� By. I� � Engineer(Authorized Signature) Owner(Authorized Signature) CoMractor(Authorized Signature) Date:/�,� ��_ Date: C�� L„�- �� Date: � lLy�I"T Approved by Funding Agency(if applicable): Date: EJCDC No.C-941(2002 Edition) Page 1 of 1 Prepared by the Engineers'doint Contract Documents Committee and endorsed by the Associated General Contractors of America and the Construction Specifications Institute. . � WASTEWATER TREATMENT FACILITY CAPE GIRARDEAU, MO Change Order No. 5—SBR Subgrade Stabilization and Miscellaneous Revisions The Contract Documents are modified as listed below: 1. SBR Subgrade Stabilization (Change Proposal No. 25 Revision 2 attached) Add $145,306.00 2. Parkson Control Panel Modifications (Change Proposal No. 32 Revision 1 attached) Add $5,219.00 3. Isolation Gate at and City Water to Service Water Pump Station (Change Proposal No. 33 attached) Add $32,433.00 4. Splash Plates at SBR Inlet Distribution Pipes (Change Proposal No. 34 attached) Add $22,659.00 5. Modification to Reglet Attachment at UV Roof (Change Proposal No. 35 attached) Add $4,692.00 6. VFD Cable Revisions (Change Proposal No. 36 attached) Add $106,547.00 7. Telephone Conduits from Administration Bldg to AT&T Easement (Change Proposal No. 37 attached) Add $4,674.00 8. City Water to Headworks as an Alternate Service Water Supply (Change Proposal No. 38 attached) Add $8,128.00 9. Rock Excavation for Sanitary Sewer and Effluent Pipe Reason for Change: To increase the quantity of rock excavation to match the increase in quantity expected over the unit price bid quantity in Agreement dated August 3, 2012. Increased quantity of 1,000 CY @ $250.00/CY Add $250,000.00 10. Pipe Trench Subgrade Stabilization Reason for New Unit Price Item: Overexcavation and replacement of unsuitable subgrade with crushed stone. (See email communication on unit price attached) New unit price quantity of 1,000 CY @ $69.22/CY Add $69,220.00 Total Cost This Change Order(Total 1 through 10) Add $648,878.00 Yfr't .�'��•�,:ry,��rrt? "�'1� „ps�.`N`"' ��-� ��t Jeremiah W.(Jay)Nixon,Govemor . Sara Parker Paulry,Director .�?�C f � �"; T OF NATURAL RESOURCES z f� r �� tr �� ' //�� 1 F '`�. -� www.dnr.mo. ov sl ur,�;,��T��,� g �,„� t i �=`�'`�-;,,ts �i AIU:,:CC?y` . September 12, 2014 Ms. Casey Brunke, P.E., City Engineer City of Cape Girardeau 401 Independence Street Cape Girardeau, MO 63703 RE: C295531-01 /C295531-02 /C295331-03 City of Cape Girardeau, MO—Wastewater Treatment Plant Upgrades, CP0001299, Change Order No. 7 Dear Ms. Brunke: The Department of Natural Resources' Water Protection Program has approved the enclosed Change Order No. 7 for your contract with KCI Construction Company, Inc. for the Wastewater Treatment Plant Upgrades to serve the city of Cape Girardeau, MO. The project receives funding through the Clean Water State Revolving Fund Loan program. This change order provides for the removal of the demolition of the existing plant from the project and includes miscellaneous revisions including electrical changes to re-classify the Sequencing Batch Reactor and waste activated sludge tank area to meet National Fire Protection Association requirements, installation of a covering for the cascade structure, Parshall flume, and ultra violet disinfection equipment, upgrade to improve the mechanical screens, additional rock excavation, and others. This change order has been reviewed for compliance to 10 CSR 20-4.040 with regard to changes in contract price and/or time and 10 CSR 20-8 in regards to sanitary engineering features. This change order modifies the plans and specifications approved on June 5, 2012 and increases the eligible cost of construction by $273,323.00, but has no effect on construction time. 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 yeaxs following the completion of disbursement. A �� ReqNed Paper Ms. Casey Brunke, P.E., City Engineer September 12, 2014 Page 2 If you have any questions feel free to contact me at 573-751-4102 or Missouri Department of Natural Resources, Water Protection Program, P.O. Box 176, Jefferson City, MO 65102-0176. Thank you. Sincerely, WATER PROTECTION PROGRAM � �J3�� /�� By n F. Shaw, Jr., P.E., SRF Engineering Unit Chief Financial Assistance Center BFS/cs Enclosure c: Mr. P.K. Mathai, P.E., Jacobs Engineering Group, Inc. Southeast Regional Office Mr. Paul Dickerson, Water Protection Program, Compliance and Enforcement Section Mr. David Potthast, Water Protection Program, Financial Assistance Center Celebrating 40 years of taking care of Missouri's natural resources. To learn more about the Missouri Department of Natural Resources visit dnr.mo.qov. �� V �� auU 2S 2o�Y� Change Order �IVATER PROTECTI01�PROG�I� No. 7 Date of Issuance: August 13, 2014 Effective Date: August 13, 2014 P�o�e�: Wastewater Treatment Facility Owner. City of Cape Girardeau ow�ers�ontract No.: 3534 coM��r: Wastewater Treatment Facility(SRF Project No. C295531-01) �ate otcorrtract: AUgUst 3, 2012 coM�ao� KCI Construction Company, InC. e�9ineersPro]ectNo.: C5X65101 The Contract Documents are modified as follows upon execution of this Change Order: Description: Delete Demolition of Existing Plant and Miscellaneous Revisions See attached list of Revisions. �`��{t�-�'�"'�r' �;�� ..� s.v.3V,--� ,r�-� � Attachments: See supporting documents attached. r,,�� CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price: Original Contract Times: ❑ Working days � Calendar days Substantial completion(days or date): July 20, 2014 $55,674,000.00 Ready for final payment(days or date): AUgUst 19, 2014 [Increase]from previously approved Change Orders No. [Increase][Decrease] from previously approved Change Orders 1 to No. s No. (NA) to No. (NA) Substantial completion(days or date): Same as Original $1,528,024.60 Ready for final payment(days or date): Same aS Ofiglflal Contract Price prior to this Change Order: Contract Times prior to this Change Order: Substantial completion(days or date): S8R1@ 8S Oflglflal $57,202,024.60 Ready for finai payment(days or date): S8R'1@ 2S Ofiglf121 [Increase]of this Change Order: [Increase]of this Change Order: Substantial completion(days or date): Feb�uary 27, 2015 $273,323.00 Ready for final payment(days or date): M81'Ch 27, 2015 Contract Price incorporating this Change Order: Contract Times with all approved Change Orders: Substantial completion(days or date): Feb�uary 27, 2015 $57,475,347.60 Ready for final payment(days or date): MB�Ch 27, 2015 RECOMMENDED: ACCEPTED: ACCEPTED: .-1 n �--4 � ' , By: � ,t�c�� !�l^ BY: ti� ' � � W+'�� By: l��.l�l L' k Engineer(Authorized Signature) Owner(Authorized Signature) Corrtractor(Authorized Signature) � /� t� _ 7', ( Date:_�,�J �� Date: lJ� ��" � `� Date: U w� � 1 Approved by Funding Agency('rf applicable): Date: EJCDC No.C-941(2002 Edition) Page 1 of 1 Prepared by the Engineers'Joint Coutract Documents Committee and endorsed by the Associated General Contractors of America and the Construction Specifications Institute. WASTEWATER TREATMENT FACILITY CAPE GIRARDEAU, MO Change Order No. 7—Delete Demolition of Existing Plant and Miscellaneous Revisions The Contract Documents are modified as listed below: 1. Delete Demolition of Existing Plant and Miscellaneous Work (Change Proposal No. 54 attached) Summary: Bid Form Item L—Demolition: $250,000.00 Bid Form Item G.1—4" Pipe ($49,490-$4,200 deducted in CO#4) $45,290.00 Bid Form Item G.2—Jacked Casing Pipe $15,660.00 Bid Form Item N—All Work at Facility(Includes Mechanical Work at Exist. Plant) 30 027.00 TOTAL—Item 1 Deduct ($340,977.00) 2. Tempered Water to Safety Showers (Change Proposal No.48 attached) Add $2,454.00 3. Crushed Stone Fill at Influent Pump Station Valve Vault (Change Proposal No.49 attached) Add $2,126.00 4. NFPA 820 RE-Classification of SBR&WAS Tank Area (Change Proposal No. 50 attached) Add $87,954.00 5. Modify Underground Piping at Ductbank Conflict (Change Proposal No. 51 attached) Add $8,462.00 6. Additional Alarm Horn and Beacon in Biosolids Building (Change Proposal No. 52 attached) Add $1,140.00 7. Cover for Cascade Structure, Parshall Flume & UV Channels (Change Proposal No. 53 attached) Add $76,206.00 8. Revision to HVAC Ductwork and Grating in Headworks (Change Proposal No. 55 attached) Add $23,600.00 9. Granular Stabilization Under MSE Wall No. 3 (Change Proposal No. 56 Attached) Add $16,149.00 10. Mechanical Screen Upgrades (Change Proposal No. 57 attached) Add $141,876.00 11. Relocate Overhead Door Motor in Headworks (Change Proposal No. 59 attached) Add $1,229.00 12. Provide Pump/Level Controls for DI/RO Water System in Laboratory (Change Proposal No. 60 attached) Add $3,104.00 13. Rock Excavation for Sanitary Sewer and Effluent Pipe Reason for Change: To increase the quantity of rock excavation to match the increase in quantity expected over the unit price bid quantity in Agreement plus the quantity of 1,000 CY added in CO#5. Increased quantity of 1,000 CY @ $250.00/CY Add $250,000.00 (No attachment for Item 13) 14. Extension of Substantial and Final Completion Dates (WCD No. 12 attached) NA None Total Cost This Change Order(Total 1 through 13) Add $273,323.00 r „� _ _ ��_ l - 4 ` ST.�TE OF MdsSO'U,RI', jeremiah W.(Jay)Nixon,Governor . Sara Pazker Pauley,Director DE��RT�E�TT OF NATURAL RESOURCES , _ F: = /` _ � _ �Rvw.dnr.mo.gov - , -� _ ` .�'-=-_,: ..�.,c�_�,�� December 12, 2014 Ms. Casey Brunke, P.E., City Engineer City of Cape Girardeau 401 Independence Street Cape Girardeau, MO 63703 RE: C295531-01 /C295531-02 /C295331-03 City of Cape Girardeau, MO—Wastewater Treatment Plant Upgrades, CP0001299, Change Order No. 8 Dear Ms. Brunke: The Department of Natural Resources' Water Protection Program has approved the enclosed Change Order No. 8 for your contract with KCI Construction Company, Inc. for the Wastewater Treatment Plant Upgrades to serve the city of Cape Girardeau, MO. The project receives funding through the Clean Water State Revolving Fund Loan program. This change order provides for miscellaneous work on the project and the installation of the ultraviolet transmittance meter. This change order has been reviewed for compliance to 10 CSR 20-4.040 with regazd to changes in contract price and/or time and 10 CSR 20-8 in regards to sanitary engineering features. This change order modifies the plans and specifications approved on June 5, 2012 and increases the eligible cost of construction by$247,810.00, but has no effect on construction time. Invoices from your engineer should clearly separate eligible and ineligible costs. We suggest the invoice refer to the date of this letter for eligibiliiy 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 years following the completion of disbursement. �.'.� eG� �� ;�� 2��+ � 4�� ts en��:a ra�� gY: �S, !T � t Ms. Casey Bnuike, P.E., City Engineer December 12, 2014 Page 2 If you have any questions feel free to contact me at(573) 751-4102 or Missouri Department of Natural Resources, Water Protection Program, P.O. Box 176, Jefferson City, MO 65102-0176. Thank you. Sincerely, WATER PROTECTION PROGRAM //�� (L� �� Byron F. Shaw, Jr., P.E., SRF Engineering Unit Chief Financial Assistance Center BFS/jeb Enclosure c: Mr. P.K. Mathai, P.E., Jacobs Engineering Group, Inc. Southeast Regional Office Mr. Paul Dickerson, Water Protection Program, Compliance and Enforcement Section Mr. David Potthast, Water Protection Program, Financial Assistance Center Celebrating 40 years of taking care of Missouri's natural resources. To learn more about the Missouri Department of Natural Resources visit dnr.mo.qov. '��"` ;, _.j � ��'�,(�� Change Order � . No. 8 � ��,C �� 1ii1 ;. Date of Issuance: November 25, 2014 Effective Date: November 25, 2014 f-., .�a , '' " 3534 Pro�e�: Wastewater Treatment Facil�Iy� ner. @`Girar eau Owners Contract No.: co�t��c: Wastewater Treatment Facility(SRF Project No. C295531-01) oateotcontract: AUgUSt 3, 2012 co�,vaao� KCI Construction Company, InC. en9ineersPrnjectNo.: C5X65101 The Contract Documents are modified as follows upon execution of this Change Order: Description: Miscellaneous Work and UV Transmittance Meter See attached list of Revisions. Attachments: See supporting documents attached. CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price: Original Contract Times: ❑ Working days � Calendar days Substantial completion(days or date): .lUly 20, 2014 $55,674,000.00 Ready for final payment(days or date): AUgUSt 19, 2014 [Increase]from previously approved Change Orders No. �Increase][Decrease] from previously approved Change Orders 1 to No. 7 No. (NA) to No. (NA) Substantial completion(days or date): February 27, 2015 $1,801,347.60 Ready for final payment(days or date): Ma�Ch 27, 2015 Contract Price prior to this Change Order: Contract Times prior to this Change Order: Substantial completion(days or date): Feb�u2ry 27, 2015 $57,475,347.60 Ready for final payment(days or date): M2fCh 27, 2015 MO Department of [Increase]of this Change Order. [Increase]of this Change Order: NatUrc�I �PS��rCes Substantial completion(days or date): 1�0 Cfla(1g@ $247,810.00 Re�dy for final payment(days or date): NO Chang2 D EC 1 2 Z014 Contract Price incorporating this Change Order: ContractTimes with all approved Change Orders: �PP��V�D Substantial completion(days or date): Feb�uary 27, 2015 $57,723,157.60 Ready for final payment(days or date): MB�Ch 27, 2015 RECOMMENDED: ACC �TE : ACCEPTED: B � BY � _ 1 �:' �+�' sY �+� , � Y Engineer(Authorized Signature) Owner(Authorized Signature) Corrtractor(Authorized Signature) Date: �� !�� Date: � �� L� ! � Date: f Z'�' �7 Approved by Funding Agency('rf applicable): Date: EJCDC No.C-941(2002 Edition) Page 1 of 1 Prepared by the Engineers'Joint Contract Documents Committee and endorsed by the Associated General Contractors of America and the Construction Specifications Institute. .... . . C.G�i:�"' ,� --( � r r f � ` WASTEWATER TREATMENT FACILITY CAPE GIRARDEAU, MO Change Order No. 8—Miscellaneous Work and UV Transmittance Meter The Contract Documents are modified as listed below: 1. Revisions to Tie-In at SS-MH-12 (Change proposal No. 61 attached) Add $3,460.00 2. SBR Foundation Drain and Heat Exchanger Drain Modifications (Change Proposal No. 62 attached) Add $14,793.00 3. Removal and Replacement of Unsuitable Subgrade (Change Proposal No. 63 attached) Add $1,794.00 4. Electrical and Controls Works for Parkson Screen Modifications (Change Proposal No. 64 attached) Add $46,784.00 5. Intrinsically Safe Circuit in.Panel CP-GRT36 (Change Proposal No. 65 attached) Add $3,444.00 6. Mounting of Sanitaire Level Transducers (Change Proposal No. 66 REV1 attached) Add $2,790.00 7. Additional Wiring per Revisions to Interconnect Loop Drawings (Change Proposal No. 68 REV1 attached) Add $62,189.00 8. New NEMA 4X Disconnect Switch for IPS Cable Revisions (Change Proposal No.70 attached) Add $2,489.00 9. Automation of City Water Supply to Service Water Wet Well (Change Proposal No.71 Attached) Add $16,137.00 10. Revisions to Switches for Belt Dryer and Truck Loadout Chute (Change Proposal No. 72 attached) Add $1,125.00 11. Laboratory Casework Modifications (Change Proposal No.73 attached) Add $509.00 12. Modifications to Site Entry gate (Change Proposal No.74 attached) Add $1,629.00 13. MIG Welders for 3-Phase Power (Change Proposal 75 attached) Add $12,247.00 14. Delete Type B Gutter at Top of Retaining Wall No. 1 (Change Proposal 76 attached) Deduct ($3,899.00) 15. Power to Laboratory equipment (Change Proposal 79 attached) Add $11,713.00 16. Storm Water Pipe Repair (Change Proposal 81 attached) Add $7,071.00 17. Miscellaneous Work and UV Transmittance Meter (Change Proposal 82 attached) Add $8,214.00 18. Compressed Air Purge of Sampler and Hot Water Flush for Septage Receiving Station (Change Proposal attached) Add $55,321.00 Total Cost This Change Order(Total 1 through 18] Add $247,810.00 � ;� ��=� K��ai��c-n ;; - ;n:. . ..M.� ,�� i ��. _. _..� i i .., ; � _.,.., _3 ,..-.�_�_;<<: ... , Change Order � i �u� o � zU1s ! � � No. 16 � "i='s';?.�,��'�s� f Date of Issuance: May 11, 20!1.8...._____..�_._...___.._...�__..._..__.....� Effective Date: May 11, 2018 P�o�e�c: WastewaterTreatment Facility oW�e�: City of Cape Girardeau ow�erscontractNo.: 3534 co�c�a�c: Wastewater Treatment Facility(SRF Project No. C295531-01) �ate of cont�act: AuguSt 3, 2012 co�t�a�to�: KCI Construction Company, If1C. EngineersProjectNo.: CSXG51O� The Contract Documents are modified as follows upon execution of this Change Order: Description: Caul&Seal CMU Heads,and Dryer System Modifications per DHA See attached list Attachments: See supporting documents attached. CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price: Original Contract Times: ❑ Working days � Calendar days Substantial completion(days or date): July 20, 2014 $55,674,000.00 Ready for final payment(days or date): AuguSt 19, 2014 [Increase]from previously approved Change Orders [Increase]from previousiy approved Change Orders No. 1 to No. 15 No. 1 to No. 15 Substantiai completion(days or date): March 31, 2015 $6,260,060.38 Ready for final payment(days or date): OCtobef 18, 2016 Contract Price prior to this Change Order: Contract Times prior to this Change Order: Substantial completion(days o�date): March 31, 2015 $61,934,053.98 Ready for final payment(days or date): OCtob2� 18, 2016 [Increase]of this Change Order: [Increase]of this Change Order: Substantiai completion(days or date): March 31, 2015 $398,108.00 Ready for final payment(days or date): D2Cefil bef 31, 2018 Contract Price incorporating this Change Order: Contract Times with all approved Change Orders: Substantial completion(days ordate): March 31, 2015 $62,332,161.98 Ready for final payment(days or date): DeCet71 b2f 31, 2018 RECOMMENDED: ACC TED: ACCEPTED: . /� BYi�Q By, � G Q� By: /�� Engineer(Authorized Signature) Owner(Authorized Signature) ractor(Authorized Signature) Date: �7 �� Date: ��y /✓(�L d" Date: 5 � Approved by Funding Agency(if applicable): Date: EJCDC No.C-941(2002 Edition) Page 1 of 1 Prepared by the Engineers'Joint Contract Documents Committee and endorsed by the associated General Contractors of America and the Construction Specifications Institute. � ' , , � �f4 THIS PAGE INTENTIONALLY LEFT BLANK ., • ' WASTEWATER TREATMENT FACILITY CAPE GIRARDEAU, MO Change Order No. 16—Caulk & Seal CMU Heads, and Dryer System Modifications per DHA The Contract Documents are modified as listed below: Bid Item No. 1. Caulk &Seal CMU Heads on T&M Basis (Change Proposal No. 135rev.1 attached) Add- NTE $5,511.00 N 2. Modifications to Dryer System per DHA (Change Proposal No. 136 attached) Add 141,310.00 N 3. Fire Suppression System for Baghouse (Change proposal No. 137 attached) Add $251,287.00 N Total Cost This Change Order (Total 1 through 3) Add $398,108.00 1' THIS PAGE INTENTIONALLY LEFT BLANK ,�' _ s ��P_(�Y1� v.,�'. .�,:�; C; ,�'� ��s�' S � '1'f�� Eric R.Gceicen>,Gu�rrnor . Tc�d Sarnpscll.Acting Ui:cctvr . D ° ��- T �F NATUR.AL RESOURCES � �� v y` �. 1� 4��j „` t�Ill.lilU.L',OV L.��5-.��7 r!�1 .�'��V i -"��' \� UP�:11 SL�4.4.M� �� UC'CCa�' January 19, 2017 Ms. Casey Brunke, P.E., City Engineer CiTy of Cape Girardeau 401 Independence Street Cape Girardeau, MO 63703 RE: C295531-01 /C295531-02/C295331-03 City of Cape Girardeau, Missouri— Wastewater Treatment Plant Upgrades, CP0001299, Change Order No. 15 Deaz Ms. Brunke: The Missouri Department of Natural Resources' Water Protection Program has approved the enclosed Change Order No. 15 for your contract with KCI Construction Company, Inc. for the Wastewater Treatment Plant Upgrades to serve the city of Cape Girardeau, Missouri. The project receives funding through the Clean Water Sta.te Revolving Fund Loan program. This change order includes changes dryer emission pre-screening and misc. automation and improvements. This change order has been reviewed for compliance to 10 CSR 20-4.040 with regard to changes in contract price and/or time and 10 CSR 20-8 in regards to sanitary engineering features. This change order modifies the plans and specifications approved on June 5, 2012, increases the eligible cost of construction by $614,291.38. Invoices from your engineer should cleazly sepazate eligible and ineligible costs. We suggest the invoice refer to the date of this letter for eligibility purposes. Failure to cleazly sepazate 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 proj ect records and should be maintained on file for a minimum of four yeazs following the completion of disbursement. �� R�,�,�,�,.�� ; �n Ms. Casey Brunke, P.E., CiTy Engineer January 19, 2017 Page Two If you have any questions feel free to contact me at 573-751-5937 or Department ofNatural Resources, Water Protection Program, P.O. Box 176, Jefferson City, MO 65102-0176. Thank you. Sincerely, WATER PROTECTION PROGRAM �/ � Kyle G. Te, SRF Engineering Unit Financial Assistance Center KT/ng Enclosure c: NIr. P.K. Mathai, P.E., Jacobs Engineering Group, Inc. Southeast Regional Office Mr. Paul Dickerson, Water Protection Program, Compliance and Enforcement Section Mr. David Potthast, Water Protection Program, Financial Assistance Center '� j MO De��tm�nt c�f Naturai F��,otArces I�ECE.I`V�;pj JAN 19 2017 Change Order JAN 0 G �u; No. 15 ��,,.,, �.pi��':Q�/�C� j ��1�r�iFt .•i.c.C��..ii�i�! �%r� r. j � l.jl��.� Date of Issuance: 4 December 22, 2016 � �� Effective�ate: December 22, 2016 P�o�e�c: Wastewater Treatment Facility ow�e�: City of Cape Girardeau ow�ers�ontractNo.: 3534 co�c�a�t: Wastewater Treatment Facility(SRF Project No. C295531-01) �ate os co�t�aot: AuguSt 3, 2012 co�c�a�to�: KCI Construction Company, IIIC. Engineer'sProjectNo.: C5X651O� The Contract Documents are modified as follows upon execution of this Change Order: Description: Dryer Emission Pre-Screening and Misc. Automation and Improvements See attached list Attachments: See supporting documents attached. CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price: Original Contract Times: ❑ Working days � Calendar days Substantial completion(days or date): JUIy 20, 2014 $55,674,000.00 Ready for final payment(days or date): AU9USt 19, 2014 [Increase]from previously approved Change Orders [Increase]from previousiy approved Change Orders No. 1 to No. 14 No. 1 to No. 14 Substantial completion(days or date): March 31, 2015 $5,645,762.60 Ready for final payment(days or date): OCtObe� 18, 2016 Contract Price prior to this Change Order: Contract Times prior to this Change Order: Substantial completion(days or date): Ma�Ch 31, 2015 $61,319,762.60 Ready for final payment(days or date): OCtObe� 18, 2016 (Increase]of this Change Order: [Increase]of this Change Order: Substantial completion(days or date): Ma�Ch 31, 2015 $614,291.38 Ready for final payment(days or date): DeC2f71b2t'31, 2018 Contract Price incorporating this Change Order: Contract Times with all approved Change Orders: Substantial compietion(days or date): Ma�Ch 31, 2015 $61,934,053.98 Ready for final payment(days or date): D2C2f'n bef 31, 2018 RECOMMENDED: ACCEPT D: ACCEPTED: ' !�� la_L-,l�-� B �� - By: BY� Y� Engineer(Authorized Signature) Owner(Authorized Signature) Contractor(Authorized Signature) Date: Date: � �� ° ( � Date: I Z 2�' ��0 Approved by Funding Agency(if applicable): Date: EJCDC No.C-941(2002 Edition) Page 1 of 1 Prepared by the Engineers'Joint Contract Documents Committee and endorsed by the Associated General Contractors of America a�d the Construction Specifications Institute. � i . THIS PAGE INTENTIONALLY LEFT BLANK . � , � WASTEWATER TREATMENT FACILITY CAPE GIRARDEAU, MO Change Order No. 15—Dryer System Improvements The Contract Documents are modified as listed below: Bid Item No. 1. Dryer System Improvements (Change Proposal No. 133 attached) Add - NTE $509,737.00 N 2. PVC Jackets Over Pipe Insulation in Dryer Room (Change Proposal No. 130 attached) Add 40,070.00 N 3. PVC Jackets Over Pipe Insulation in Truck Bay& Mech. Room (Change proposal No. 134 attached) Add $12,450.00 N 4. Dust Control Equipment for Biosolids Building (Change Proposal No. 132 attached) Add $76,571.00 N 5. Pay Application Item 35—21" Sewer& MH Removal Credit on Unit Price Work Not Required (See Pay Application Continuous Sheets attached) Deduct ($2,005.00) F.5 6. Pay Application Item 250—CO#5 Pipe Trench Stabilization Credit on Work Not Required (See Pay Application Continuous Sheets attached) Deduct ($22,531.62) N Total Cost This Change Order(Total 1 through 6) Add $614,291.38 a � , THIS PAGE INTENTIONALLY LEFT BLANK , � � KCI Construction Company 5 ake Blu Drive St.Louis,MO 63123 (314)894-8888 Fax#(314)894-7418 www.kciconstruction.com December 14,2016 Jacobs Attn: Mr. P.K.Mathai,P.E. 501 North Broadway St.Louis,MO 63102 Re: Job#12002 Cape Girardeau Wastewater Treatment Facility ov��1`��'��'S Change Proposal# 133 — �t��r S��'��mPr Dear Mr.Mathai, We propose to furnish the necessary labor,material,tools and equipment to Provide DRYER SYSTEM IMPROVEMENTS PER RFP#51,for the increased LUMP SUM of FOUR-HUNDRED EIGHTY-NINE THOUSAND,SEVEN-HUNDRED&THIRTY-SEVEN DOLLARS($489,737.00), AND A CONTINGENCY OF TWENTY THOUSAND DOLLARS($20,000)FOR FUTURE ADDITIONS IF REQUIRED FOR A TOTAL OF FIVE-HUNDRED NINE THOUSAND,SEVEN HUNDRED&THIRTY SEVEN DOLLARS($509,737). Please note the foilowing clarifications associated with this pricing: SEE ATTACHED INCLUSION/EXCLUSION LISTING.INDIVIDUAL CHANGE PROPOSALS SHALL BE GENERATED FOR USE OF CONTINGENCY MONIES TO ALLOW FOR APPROPRIATE FEES We have attached a copy of our change proposal estimate summary and backup for your review. If this proposal meets with your approval,please sign the attached copy in the space provided and return it for our records. By signing this change proposal,you are authorizing us to proceed with the work and agreeing to forward the appropriate change documents and payment of the above amount within 60 days of work performance. If you have any questions or comments,please do not hesitate to contact us. Sincerely, Approved BY� �/��2�Lf./�/�I�--- Michael Opels Project Manager Date: �. 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O � O � i i � � � � N � r � C � V?tn N � p Ci Q R Z � C Q "' G Z I- - � � G - u ' v..n.n�n vi.n ' � ` Q m 4 � � � G G G 4 IQ��_ � � � � � r f- '- W in �J � J O �V}N lh N N � � � � H Q � y a` � � � m � � I o � � , � � � H Vr N N Vf N N H Z 2 � � a � � � T O T' Z� 0 �y .ti S� t=.:. A 0 H � Vl VT V1 Vf N t/T ��"u C f- �> Q �� J x G1 O Q tp= � � � � C� � �? O O O O O � L= i n ' Z= z,� N> �s �� ^-� �_��" 3 v v� �^ � o 0 0 _ � Q O O a Z � Z � F- z a O ` a u O \ - Z .. �� Q s � J � H � N Q U � Z � .. Z � V _ Z � v~i C � � a 'O F U � � a � 0 C Z� � Q 1' w J F= Q Q F- u m � V w U !a- � � Q Z �'V � Z � ¢ � m O F- � � vf Q � w a �- . k � , �N�Ti Sepa�r�tion November 10, 2016 Mike Opels KCI Construction Company 10315 Lake Bluff Drive St. Louis MO 63123 Subject: Coating Oil System Proposal for Cape Girardeau Belt Drying System Mike, Per your request, ANDRITZ is providing a proposal to add a coating oil system to the Cape Girardeau Belt Drying System. The Coating Oil System will spray dust control oil (Dustrol 3010) on dried product prior to loading into trucks to assist in control of dust. Andritz Pellet Oil System Description The basic system consists of an oil storage tote, heater, pumps, oil injection noules, pressure regulator. The system is designed to be a recirculating system. Oil will be sprayed into existing silo screw conveyor. The system is to be installed with heat tracing (self-regulating type 10W/ft with thermostat) and 2 inches of insulation for temperature maintenance of the oil in the pipe. • The oil pump is a gear type positive displacement pump skid mounted with a 2 HP 900 RPM TEFC motor. The pump provides 5.25 gpm flow at 150 PSI pressure. • Oil nozzles are selected to supply oil at a rate of 2 to 3 gallons per ton of pellets. Oil nozzles are 304 SS. • A back pressure regulator is used to maintain the proper oil pressure for the noules. It is a diaphragm type valve with an iron body, Buna N diaphragm factory set point of 100 psig. The set point is field adjustable. • Oil piping is proposed to be 2" inch schedule 40 carbon steel pipe. ANDRITZ SEPARATION INC. 1010 Commercial Blvd.S. Arlington,Texas 76001 Tel.(817)465-5611 Fax(8�7)468-3961 separffiion.us@andritz.com , , � i 1�MR�TL Separation Andritr Scope of Suppiy Mechanical Qty Description 1 Re ulator Pellet Oil Line- PRV 2 Pum -Gear 4 Flexes 1 S ra Nozzles 4 Ball Valves 1 Pressure a e 1 Heater Housin Electrical Qty Description 1 Pellet Oil Pum Control Panel, NEMA 12 1 Pellet Oil Heater Control Panel, NEMA 12 3 Pellet Oil Heater Elements 2 Feeder breakers 1 for um s 1 for heaters 2 tem erature elements with thermowell &head; 1 for control, 1 for hi h tem limit 1 Solenoid Valve Engineering Description O&M manual, drawin s, submittals Software modifications Andritz I&C su ort on site S stem Trainin Exclusions • Installation • Piping • Insulation • Heat Trace • Coating Oil Tank or Tote • Coating Oil Tank or Tote Heating System • Coating Oil Tank or Tote Low Level Instrument r l � . �MR�TL Separation • Anchors, fasteners, hangers, gasketing • Coating Oil System Containment • Platforms and access stairs or ladders • Building modifications + Civil and structural engineering work, including design and supply of structural steel and concrete as needed for support of the Andritz supplied equipment. • Electrical field wiring, conduit, and supports Deliverables • Submittal Package o Updated General Arrangement Drawing o Updated P&ID o Product Data Sheets o Pipe Sizing Information o Insulation Information o Heat Trace Information • Equipment o Mechanical and Electrical equipment as stated in Scope of Supply • Updated O&M Manual • Operator Training (4 hours) Schedule • Submittal information 4 weeks after receipt of order • Equipment delivery 8 weeks after approvals • Software modification and training scheduled after installation Price The proposal price for the scope of supply is $67,716.00 USD. Attachments: 815685 Proposed Pellet Oiling Cable List Foamgias insulation Raychem Design Heat Trace Cape G P1401 i , � 0 U U U U U � � � � � y 2 Z Z Z Z � O O O � � d � Fw- Fw- ~ FW- F Q Q Q Q Q Ci O O O O O J J J J J A a a a x x ° a � a � a � a � a � O O O O O a V O V O U O V O V O Q J � J � J � J � J � N � � (� W � � U � O � N � w O w ¢ � a+ � wa � �a �0 J 2 W W J 7 U a. c� F- � d Q .a a v v co v C N O ._ V N N N N � N N d DO OD N N N z +10-' C O N >° �° v° � J V W � J m a Q a n = ¢ _ � = a cn V � a � a � a � a � a � � c� � E a o a o a o a o a o Z � o o v a v a v a v a v a � J U IL F J U J U J U J U J U � � tn O � � O � O I— � = 2 Z Z Z Z W w Z O J y � � � � 7 � � � Z a � � U' U' C7 (7 � � U' Z o U v� �n v� cn u7 � � �l � vWi u o 0 0 0 0 � � o w O y � � � � � W W � cn O � V 2 2 Z Z Z � � Z � a - - - - - - � � a � tD N N O O O � W �, �n C N � m � co O V y o 0 0 0 0 > > o O v v v v v E E N � d 10 '8 V �f V � � N N c'7 p O O > �k U a a a x x x n �t O O O O O O � d p a ❑ a "' a `? ap ap ao � o 0 � o a w U w V U V U V w U w U w O w a � U tL f- LL J L.L J rL J � J LL J LL J LL � LL U O O7 m c� N c o 0 0 °1 a � �9 a � `O a a a a a a m � . � � � g a �n g a u� u� �n �n �n �n ' o W o w o 0 0 0 0 0 � 3 d m 3 � O _ � O - vi azwoz a v� � a �ni- a a a a a a X a a � � a a w w O J � � � � � J J lwL LL W O � � � I— U7 O O a � S � J W H J -' � @ J Q' J Z = w w a Y a Y a � W O w � w � m � � � a a ¢ aQ � Q ac� a = a � w w � a � a a �m N m N o wQ o W o N O E r N C G � N �yJ �p Q t0 � Z N N N N � W = W = � d co ca � �O 2 ~ ~ w a �a g g m m y F U U a n 0 a` N W � N � � � , o c� m Q ss.So`;„ s,o��o,�,� ,�oaoaa: S l 548 �Niavo� �a l�naoad �vNi� ` � �� ,„ NC1Y"`"��•tl"> �m�dse9s� WV2J�VI4 MO�j IV�INVH�3W � o� i9ioE/oi/in n,i, N a o 9iDi 0�li W315A5`JNIAiiO SOI105018 � � ii�iwv' iNe'�d a3ivM 3tsvm nv3aavai�3dv��o uu a t I 9tOL 0�/vt I nI, � � aL Ln L(� O rv3 � �� sQ C o ' - � a� a� - 1-f�.-� hl�./ = se = s� �__IV7i ` � 9� r M '� r7 �� 4� ` "' :�a �--- :R .� 1 Y u� � N N v��a�agi e�g;�` ��i� 5a�s�€p�.— �•�na; l��g�� !p @�es .A�[4�� S�y�Y• q,q�5g g'Si�9 � C) 0� Q fdd+9Wv'�W"i0uId5895iB\*ONV�+otl�SL 509�+M+ui9 adq SG95i%a.pry�sqo�uetfiwyy�EW5w5ltlN\ , � l �MR�TL Separation Proposal i' �c.G �¢�E c ��.. �W_� .��vd��V�� Y �� '�� a�a�✓'� Issue Date: December 1,2016 Project No.: 12002 Andritz Project No.: 815685 Customer: KCI Construction Company Plant name: Cape Girardeau WWTF Attention: Mike Opels Address: 10315 Lake Bluff Drive � City, State, Zip: St Louis, MO 63123 � � Phone: (314)560-4541 � Fax: � E-mail:mopels@KCIConstruction.com ; 1 , , � ANDRITZ SEPARATION Inc. I Division: Project Execution Project Manager: Perry Schnuck Address: 1010 Commercial Bivd. S. City, State, Zip: Arlington, TX 76001 � Phone: (817)419-1798 � Fax: (817)419-1998 � Email: perry.schnuck@andritz.com www.andritz.com Confidential document.Ail rights reserved.No duplication or disclosure to third parties permitted without the written consent of ANDRITZ AG � i . �MR�TL Separa�tion December 1, 2016 Mike Opels KCI Construction Company 10315 Lake Bluff Drive St. Louis MO 63123 Subject: Alternate Disposal Proposal for Cape Girardeau Belt Drying System Mike, Per your request, ANDRITZ is providing a proposal to add an alternate disposal system to the Cape Girardeau Beit Drying System. The alternate disposal system will divert dried Biosolids from the final product handling process to a dump hopper for alternate disposal. Andritz Alternate Disposal System Description The modification to the existing system consists of software program changes, additional dust collection duct, diverter valves, and dump carts. The system will be designed to initiate temporary alternate disposal when initiated by the operator. The final product screw(1630)will stop transferring product to the sizing screen (9135) and the dust collection system will switch from the screen to the dump cart hood. If adequate material is collected in the recycle bin (1620), material will overflow into the dump cart for disposal. ANDRITZ SEPARATION INC. 1010 Commercial Blvd.S. Arlington,Texas 76001 Tel.(817)465-5611 Fax(817)468-3961 separation.us@andritz.com i ', �MR�TL Separation Andritz Scope of Suppiy Mechanical Qty Description 2 4" Butterfl Valves with 120 VAC Solenoid and Position indication switches 1 Hood and Frame 2 Self-Dumpin Carts 1 Lot Duct and Fittin s Engineering Description O&M manual, drawin s, submittals Software modifications Andritz I&C sup ort on site S stem Trainin Exclusions • Installation • Piping • Anchors, fasteners, hangers • Platforms and access stairs or ladders • Building modifications • Civil and structural engineering work, including design and supply of structural steel and concrete as needed for support of the Andritz supplied equipment. • Electrical field wiring, conduit, and supports Deliverables • Submittal Package o Updated General Arrangement Drawing o Updated P&ID o Product Data Sheets • Equipment o Mechanical equipment as stated in Scope of Supply • Software Modifications and Testing • Updated 08�M Manual E � , �MR�TL sep�ration • Operator Training (4 hours) Schedule • Submittal information 4 weeks after receipt of order • Equipment delivery 8 weeks after approvals • Software modification and training scheduled after installation Price The proposal price for the scope of supply is��5?42��0 USD. SEE REVISED COST ON SUBSEQUENT SHEET (LESS DUMP CARTS) Attachments: PI-103P CG Dump Hopper Information Valve Information (Similar to Valve 2400.1) , � ': From: Schnuck Perry To: Michael Ooels Cc: Milbitr Andre;Chaoman Pattv Subject: RE: Cape WWTF_Alternate Disposal-Suggested"NEW" Line Routing Date: Thursday,December O8,2016 12:16:42 PM Removing the dump carts lowers the price to $49,737. No other changes included. Thanks Perry Schnuck 817-419-1798 Phone 817-526-1256 Cell From: Michael Opels [mailto:mopels@KCIConstruction.com] Sent: Thursday, December 08, 2016 9:57 AM To: Schnuck Perry Subject: RE: Cape WWTF_ Alternate Disposal - Suggested "NEW" Line Routing Perry, Can you shoot over the Cost Proposal less the Dump carts?Trying to get this submitted this morning. Thanks! _�E. ._....�.� ��:__� Project Manager ;`: 314.2Q0.3546 d'� 314.560.4541 �: 573.332.1540 �� f0315LakE$IuftDn:e�� St.LflUis�Ut0�63i23 � , yir� SS(]5 Uki Sbuth 5 I Cz�rncis nton,MO 65i�2a From: Michael Opels Sent: Thursday, December 08, 2016 7:13 AM To: 'Schnuck Perry' Subject: Cape WWTF_Alternate Disposal - Suggested "NEW" Line Routing Perry, See attached. I have provided mark ups on page 5 of 20 depicting suggested routing of new 4"SS Line.The suggestion is to tie on to existing 4" SS line that feeds 9135 near Manifold on 1633 Scrubber.This would allow for clean routing of line in field. Please advise if this is acceptable. Tha n ks, �i:�h��; (��4� Project Manager � � , o c� m a ntx M -63sfB' •�� ° ° S l S48 wva�via MOl! �V�INVH�3W ^°�s`� ,�/e/s �-.cs�.-µ3a3aav N a � "°�i•"•"s�.a�`•• >��a��s �.re�-µ3�o�3n ��dsess� 3�ov `JNI�4NVH 1V12131VW A214 � o 0 ��I S�OZ/tZ/i 3LVOd� 0 {it/4L/v .�io 3w..Ln �� w315A$�Nuild S�I105018 1 SIOZ/fi/60 4300Y Ni8 u5vtl1 l 2�/[Z�I WI W � swz/6a/o� iiine sr z Ut�L ae� 1NVld i131VM 315tlM f1V3021tliJl`J 3dV�i0 UIJ d W 9lOZ/[t/i� SOOY��3a5�f0 a350dtlOd t N CO � � e� n 2 — —3 �g � aw �O � ___ �a � �- ' � &� �a � � a 0 0 0 � � �� w N N Z d ON � 2 ln 6 ,� � a � � �� -� � �� a�� _ �3 ---, i =� _ a�� S - sa _wo_ c � ' I ' I o�� o F .o� � �3 ��O I � owai� F � a;3 I � �a�� `" S� e3� ma � � � �p�� x � m�<�� a _ � I �__-__�_� � Ks�^� �a I La a �� ' _ �g — � - - aR �3 \ � , - \ \ \ � � Sa "� � �a �5 _ "a �r E3 "s �3 - - �� - � � - �° I ' - _ ` �„ � � � � � � - �� _ � - �� I; M �- 3� ui �� i � , �z � ,� �� N �____`___`_ " I�I � a � H.1N.9 � a o� �� J - mo �� k -� � - _ � I o F� _ _ �'a �$ YQ � � - _ I �m V�- � � a�im x' „'a w N I�� Ng �� s � � N � � �a O`� .a _ �q ss �� - �m ' �o � - S �`a Nc�i oQa� ws� W ��3w � �y - ooZr Q��e 3� tl�13 a � � w _z 3 o gs�� U � W o � es ; ��o @��''9 ? � �o�� a¢�� i o, � � `a o �`0 3 w o� �Y�Cgd�x s� s �� o o' �a ��y��9g$i � ' � � I — �[G9§6E ;9�F� � ��z ��y�� "-�a�'s�� U �7 Q dOd a9oPV'Wd 9LbEZ 9i0Z/OE/TS'6mP'dEOild\S4Id\s6uiMe�4\SZ S48 neap�eng ade�5895L8\ani3�V�sqonuo36wNy�E005W5121M\ ) i L�� Engineering Heating . � � � � . MECHANICAL Ventilation ' " �t SNEET METAI, INC. AirConditioning Plumbing �i 116 Leneo Avenue•P.O. Box 4G5•Jackson, hA0 63755-0405 (573)243-3238•(�88)700-7557•Fax:r573)243-8�J5i PROPOSAL Date: December 6, 2016 To: KCI Construction Attention: Mike Opels Job: RFP#51 Oil Spraying S sy tem—Cape Waste Water Treatment Plant We are pleased to quote the following work: Proposal: $20,375.00 Installation Shalllnclude: ➢ Labor and material to complete the following: o Installation, hoisting, and anchoring of two pumps,pumps furnished by KCI. o Installation, hoisting, and anchoring of one oil heater and one tote, heater and tote provided by KCI. o Furnish two 1"drains with valves for installation by KCI while forming the concrete walls. o Installation of one level indicator in tote, LI furnished by KCI. o Installation of one solenoid valve/spray nozzle at injection point at product silo, solenoid valve/spray nozzle furnished by KCI. o Core drilling of holes as required for new pipe route. o Furnish and installation of all interconnecting pipe, valves, and fittings beriveen the tote, heater,pumps, and injection point. o Insulation and PVC jacket for all interconnecting pipe and fittings. Valves to remain un- insulated and un-jacketed for access. o All pipe and fittings figured as galvanized schedule 40. All valves figured as bronze body, same as other valves installed in this building. Installation Shall Not Include: ➢ Any heat trace wiring. 1 . � ➢ Any power or control wiring. ➢ Installation of the three heating elements (we can if the electrician does not want to). ➢ Fabrication of the heating tube (including the two support saddles—assumed to be a part of the heating tube). Per your email this is a pre-fabricated item, but I want to cover myself. ➢ Any concrete housekeeping pads or equipment support pads. THANK YOU FOR THE OPPORTUNITY TO SUBMIT THIS PROPOSAL Langford Mechanical and Sheet Metal By: _3ri,�.wT. �avn.e.rv-w Date: _12/06/16 Brian T. Dameron, P.E. 2 � L A N G F tl R D Engineering Heating . � � � � . MEGHANICAL Ventilation ' ' Fr SHEET METAL, INC. AirConditioning : ,. _.,� . . .. , .. � Plumbing 1116��r��AvPnue•r�J. aox�u5•Jacks�n, �a'0�375�-04G5 {573j 243-3238•i888j?00-7�y5�•rax:(573)243-8057 PROPOSAL Date: December 8, 2016 To: KCI Construction Attention: Mike Opels Job: Alternate Disposal System Proposal—Cape Waste Water Treatment Plant ��'/'�r.��/��v�'�'r��i' % We are pleased to quote the following work: Proposal: $12,575.00 Installation Shalllnclude: ➢ Labor and material to complete the following: o Installation of stainless steel hood over trash dump, hood furnished by KCI. o Installation of stainless steel pipe, fittings, clamps, and valves,material provided by KCI. o Furnish and installation of the required air line to the new valves. o Fabrication and installation of elbow for flex hose to connect to the new hood. Degree of elbow will be determined once the hood is installed. Installation Shall Not Include: ➢ Any power or control wiring. ➢ Any concrete housekeeping pads or equipment support pads. ➢ Any flex curtain strips around the hood, assumed to be provided with the hood. THANK YOU FOR THE OPPORTUNITY TO SUBMIT THIS PROPOSAL Langford Mechanical and Sheet Metal By: _3ri,a.vvT. �a.wi.eXa�w Date: _12 OS 16 Brian T. Dameron, P.E. 1 4 + � GU��ZANTEE E L E C T R I C A L C O N S T R U C T I O N 3415 Bent Avenue St.Louis, MO 63116 ph (314)772-5400 tx(314)772-2526 web geco.com December 7, 2016 KCI Construction Co. 10315 Lake Bluff Drive St. Louis, MO 63123 Attention: Mike Opels Re: Cape Girardeau WWTP RFP#51 GECO PCO# 78 Scope of Work: Electrical installation of the Operational Enhancement of the Dryer System based on the scope of work dated 9/20/16 and drawings dated 11/22/16. All work to be completed during normal working times. �� Total Cost...... $ 49,980.00 Please feel free to contact me at 314-267-4477 if you have any questions regarding this proposal. Sincerely, John F.Hritzkowin John F. Hritzkowin Director—GECO Industrial Building on our past. Connecting to the future. � '� VAN DEVANTER ENGINEERING A COGENT COM:A'7Y cogentcompanies.com RFP# 51 - Oil Coating System KCI Construction 10315 Lake Bluff Drive St. Louis, MO 63123 ATTENTION: Mr. Michael Opels Project Manager Email: mopelsC�kciconstruction.com SUBJECT: RFP # 51 - Oil Coating System Mike, Vandevanter Engineering proposes the following based on information provided by RFP # 51 - Oil Coating System. This includes: Modifying Master Tag List; Interconnect Drawings for LCP-POP, LCP-POH,and CP-DRY-7A; SCADA Programming for Graphical Additions and Alarm/Historian Tags. Total for the above is$9,980.00 x1?.G/'P��G�f ��pOD �d/� a��/�� ' Please let me know if you should have any questions. ��d� ,��d ��-��,fe��r�/Dn• ,��1.��t V.eti�i�,/ a n� Sincerely, A01'✓Ltf�p,p� �l�4rG�/h�a�i �d�/'', �. �'°`� (`�L'�''„''"�S„-,�" �� / ��/��Ll Aaron Paine VANDEVANTER ENGINEERING CO. CALVERTCITY DECATUR ST.LOUIS rF_£. �.� ;�� i s � •s'► �m �';�� • :� s� � � :� � ' ��. � , , ��a��y PICK TICKET / PACKING SLIP www.smcelectric.com **R E P R I N T �'L** _ 2333 Rusmar Street oRn�ri.a�� o�x Cape Girardeau, MO 63703- 12/ g/ 70162516-00 SM (573)334•2861. FAX: (573) 334-2883 ��, �R.� P�E CUR KNOWIEDGE IS YOUR POWER QUEKTIN �, 20161794 1 a�u To: 11163 I�I IIII'III�I�I��II�1:'i��!�II�',I?�l��'I�''I�II I��II��III�1�II�A III I��I'�I� CITY OF CAPE GIRARDEAU ORDER #: 70162516-00 CUSTOMER PO #: 20161794 ATTN: ACCOUNTS PAYABLE REMRTO: PO BaX 9491 PO BOX 617 Springfield. MO 65801 CAPE 6IRARDEAU. MO 63703-17$4 sr+ia ro: C ITY CAPE 6I RARDEAU st+�a�rrr aas�cnoNs PO BOX 617 SMC Ca e 6irardeau CAPE GIRARDEAU. MO 637020617 s��avw �ueaTon� - a�c►t�o ' -rn+�r�sr Delivery 12/28/15 12/29/15 axm __ cn�� ur� �aoucT _ sa+ QunumY j auArrirn ' nrr. Qrr. arur- N0. NO. ANDUESGRIPTJON LOCATEON ORDER� 8.0. SNlPAED lU6t PRlCE AMOUNT I . 1 AB1040420ED11 1.00 0.00 1.CG EA 4t�02.00 4002.00 IEC 420 A MCS D I��'��;'��jl�� CONTACTOR {�f � i ***FACTORY STOCK*** CAN SHIP UPS RED APPDX S75-100 CAN HAYE TOMURROW 29TH CAN SHIP UPS 6ROUND APPDX S25-S40 GAN HAVE WEDNESDAY 3QTH Tota7 �002.00 Freight In 85.53 INVOICE TOTAL: 4087.53 � t r�G!/� �'/j"� L�n w��,-- r,��c��»�� i ��T�. �,��S��o i.o0 OIV 70TAL W�BY diECl�8Y QaNER�8Y TiMEIDATE DELNERED BILL OF IADtNG N0. Last Page �rv�aY �-rf�,� Time Printed: 10:04 . � �� 314.894.8888 K�� 1«i15L�ceStutfDrl�e StLoWs,�M0631�3 314.894.7418 _.. ,., 5505 oid south 5 Camdenton,Mo 65020 CAPE WWTF KCI]OB#12003 CP # 133 : INCLUSIONS f EXCLUSIONS ITEM 001 : GENERAL CONDITIONS - General Conditions include KCI's use of the following items/services provided by Cape WWTF (at no cost): o Internet o Sanitary Facilities o Utilities (water/electric) o Office Space (conference room) - General Conditions covers a duration of EIGHT (8) Months to facilitate work outlined below: o RFP # 50 o RFP # 51 o Air Sampling Procedures&On-Site Coordination o Project Manager has been assigned to 25% of Duration. Superintendent will be assigned 100% of Duration. ITEM 002 : EXCLUSIONS - DUSTROL Oil or any other Coating Oil Totes.These shall be provided City of Cape Girardeau. - Dump Carts originally included in Andritz Proposal have been excluded. - No Cost has been applied to potential impacts (Schedule/Construction) that may arise from PHA currently being procured by City of Cape Girardeau. Should services be reguested; we can review and supply Cost Information at that time. - KCI shall not provide any on-site Supervision/Project Management Services through Test Report Generation (of Sampling/PHA).All inquiries regarding these items shall be directed to JACOBS. ITEM 003 : CLARIFICATIONS - SCHEDULE : Based on Procurement Lead times and past experience with Andritz; we do not believe work associated with CP # 133 can be completed within MDNR Contract Time. Please provide information as to how"Contract Time"will be awarded to complete this work. - TAX EXEMPTION:All materials have been figured Tax Exempt. Our Current Tax Exempt form expires year end (2016). Please confirm a new Tax Exemption Certificate can be supplied. Thanks, Michael Opels - Project Manager i ► g �,r, �• ��> - � f THIS PAGE INTENTIONALLY LEFT BLANK � r �4 KCI Construction Companv 10315 Lake Bluff Drive St.Louis, MO 63123 (314)894-8888 Fax#(314)894-7418 � „ , www.kciconstruction.com u September 19,2016 Jacobs Attn: Mr. P.K. Mathai,P.E. 501 North Broadway St. Louis,MO 63102 Re: Job#12002 Cape Girardeau Wastewater Treatment Facility ' Change Proposal# 130 � PVG-�aG��'� 01/) �/p� �'j'�.�u�a� �� n ��'�er �°Om D� � / Dear Mr. Mathai, We propose to furnish the necessary labor, material,tools and equipment to PROVIDE PVC JACKETS ON EXISTING PIPE INSULATION WITHIN THE BIOSOLIDS BLDG,for the increased LUMP SUM of FORTY-THOUSAND & SEVENTY DOLLARS ($40,070.00). Please note the following clarifications associated with this pricing: INSTALLATION OF PVC JACKETING WILL COMMENCE AFTER WASH DOWN TAKES PLACE BY ANDRITZ/CITY OF CAPE We have attached a copy of our change proposal estimate summary and backup for your review. If this proposal meets with your approval,please sign the attached copy in the space provided and return it for our records. By signing this change proposal,you are authorizing us to proceed with the work and agreeing to forward the appropriate change documents and payment of the above amount within 60 days of work performance. If you have any questions or comments,please do not hesitate to contact us. Sincerely, Approved BY� �f'/'��s��,__./�z�t. . 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P��,1��03��:,-04L� {57�}243-3�38•(88��7�-7957•�ax:(5�3j 243-8457 PROPOSAL Date: September 16, 2016 To: KCI Construction Attention: Mike Opels Job: PVC Jacket Over Insulation in Biosolids @ Cape WWTP We are pleased to quote the following work: Proposal: $20,415.00 Installation Shall Ii�clz�de: ➢ Labor and material to install PVC Jacket over existing pipe insulation in Biosolids building. ➢ Lift rental as required to get to pipe. Installation Shall Not Incluc�e: ➢ Any fire protection work, i.e. sprinkler system piping, fire alarm system. ➢ Any electrical power wiring. ➢ Any painting of exposed or concealed, insulated or un-insulated, piping, ductwork, or controls conduit. ➢ Any sales tax. NOTE: Since this is not something that we normally do I have figured the price a little bit higher. If acceptable, we would be willing to complete the work as a Time and Material project not to exceed the above price. This will keep us safe as well as save the owner some money. THANK YOU FOR THE OPPORTUNITY TO SUBMIT THIS PROPOSAL Langford Mechanical and Sheet Metal By: 3v'i,c�'�T. �a.w�.P�s''o-w Date: 09/16/16� Brian T. Dameron, P.E. 1 THIS PAGE INTENTIONALLY LEFT BLANK � '. : , {r KCI Constructior� �~�"''� ''' ompany 10315 Lake Bluff Drive St.Louis,MO 63123 (314)894-8888 Fax#(314)894-7418 �° www.kciconstruction.com December 20,2016 Jacobs Attn:Mr.P.K.Mathai,P.E. 501 North Broadway St.Louis,MO 63102 Re: Job#12002 Cape Girardeau Wastewater Treatment Facility �" Change Proposal# 134-ADDITIONAL PVC JACKETING - rrU�k Bq�/ �j M��'/�,�'�� J Dear Mr.Mathai, We propose to furnish the necessary labor,material,tools and equipment to Provide additional PVC Pipe Jackets in the Biosolids Building,for the increased LUMP SUM of TWELVE THOUSAND,FOUR HUNDRED&FIFTY DOLLARS($12,450.00). Please note the following clarifications associated with this pricing: .02 Thick PVC Jacketing to be app(ied on Piping that currently have standard paper insulation installed.Lines that are not Insulated;will not receive PVC Jackets.Cost is in consideration of covering piping within Biosolids Truck Bay/Load Out,Mechanical Room and Blower Room.All piping within Processing Area has been Jacketed. We have attached a copy of our change proposal estimate summary and backup for your review. If this proposal meets with your approval,please sign the attached copy in the space provided and return it for our records. By signing this change proposal,you are authorizing us to proceed with the work and agreeing to forward the appropriate change documents and payment of the above amount within 60 days of work performance. If you have any questions or comments,please do not hesitate to contact us. Sincerely, Approved By: ,�� Michael Opels Project Manager Date: �� Zv Attachments J il N } � /� �. � � L � � z g < . v � � c `o `v � � � y V O 3 T � U .D G .D T _. y A � 'C y O � � � U = ,3, 3 � 3 n. � o S " L' � � O R � ✓� o m [. a a' = O `L`' U � Z 0 0 0 o c o 0 0 0 0 o a o o a � - � �- y '-�Q 0 0 0 0 0 0 �^ o o .o o .o - o o � <r - � E _ pp O � � O C' O OO N � N oo O O r^� � � O� N ,_, � a0 � � � Q; O � �O N Q: � _ � U � � � � � � � � G .. � T O U ° z � z � = °' � � ° � o j G 'J ..� � U N O y � z j� � N _ _ G .._ ,.., � F o a o a o � � - c: v� y � � '� _ � � c � - 3 3 � R � � 2� 3 � � �I � � � 0 � � � � � z � ¢ o � � N � ^ G N O C) — � o � F- F" `n � ,� F -, o � a �' a vG., � � G �°�n A a � — :.' " m x � � „ > -- .-, � ` a v: G � � , _ .� o• � - � O � a A � _ � t r a c y c o � .o o � ^ � vj �-: n ' a a � � � � _ ,_, � m � C °' n. o. o '� � � _ — F ^ `° � A � ° v' `° c w �� J � � o F-' 1' :. � � �, "� n. a � s � = @ o � _ y � Z. a _ [:.7 - _ %� v�+i �° � aj c c _ .. ."�. 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C _ C] � � �t:� u: < Z �c O � � - O � 00 O� � N 7 C G � L F" � � � /"1 J � (E C..I C../ 1 + �, KCI Construction Company �b��5TaT e�iu�f�nve St.Louis,MO 63123 (314)894-8888 Fax#(314)894-7418 www.kciconstruction.com �� _... _ December 7,2016 Jacobs Attn: Mr. P.K.Mathai,P.E. 501 North Broadway St.Louis,MO 63102 Re: Job#12002 Cape Girardeau Wastewater Treatment Facility � Change Proposal# 132 — D�� n��C�L!/�y'NA�'�' y Dear Mr. Mathai, We propose to furnish the necessary material to PROCURE DUST CONROL EQUIPMENT,for the increased LUMP SUM of SEVENTY-SIX THOUSAND,FIVE HUNDRED&SEVENTY ONE DOLLARS ($76,571.00). Please note the following clarifications associated with this pricing: We have attached a copy of our change proposal estimate summary and backup for your review. If this proposal meets with your approval,please sign the attached copy in the space provided and return it for our records. By signing this change proposal,you are authorizing us to proceed with the work and agreeing to forward the appropriate change documents and payment of the above amount within 60 days of work performance. If you have any questions or comments,please do not hesitate to contact us. Sincerely, Approved BY�/"i!��k�O!/�� Michael Opels Project Manager Date: � Attachments � U C r Q LY a�. O C C ,L G � N C � U 4 z � E F V � v c � � `v a � 0 2� 3 � "� L T T 'a � o �G Z `D Y = L F � � ;, v 3 A 9 3 n 0 R C 3 `= A � 9 O 1 Q A Q � G � F L.] -0 ti " O E � u � z .. x 0 0 0 0 0 o c o �n o � c o o � o o c� — v O O O [:; O O O N O O N O N o0 O O N O rt N � '^ � O O O O O O O G� O O � O � � O O � � O � ^ ^-Q t z. � �Z Q �'J �'V :'� P t� � '�' c�i ° � � � '--� � .. 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RUWAC - FRV110 EXPLOSION PROOF VACUUM Propusai Prepared For: Date: ioad Fulion 9114/2076 Gity ot Gape Girardeau I I Appiication: N�n n i N ETL Ceriified to UL&CSA Standards for Combustible Dust Colle[tion C�� L'YYIASION �Ciass I,D'rvision 1&2,Group D and Class 1�,Div 1&2,Group F&G) PItOO1T r� e--u� Bas_e Unit�ecifications •RUWAC DS3-EX3000 NRTL Certified Explosion Proof Vacuum Class I,Class II •1.5 HP Motor,110 Vol[,Single Phase,60 Hz `_'�� •13 ft'MicroClean BVSC Filter,Manual Shaker System �� 1 _ •2"Inlet Connection with Branze Cast Deflector � •Multi-Stage Centrifugal High Performance Turbine w/Relief Valve �' ),# •9 Gailon,Foot Lever Actuated Dustpan - _ •Counterbalanced Base with 3"Heavy Duty Conductive Casters � •Compreufon Cast Composite Modular Housing •Carbon Impregnated,Anti-Static 10 6 Ohms VACUUM MODEL FRV110 an' � BASE PRICE: �0 57�034.'10 _ Includes:Accessory Packaqe 17515'IODEX-SP .-- : � J" /� ld FlexStat Urethane Hose,1.50"ID(359810) y 54"Wand,55(3502) � 11"Crevice Tool(3507) � � 3"Round Brush�3520Cj �� ' 14"Floor Tool(35658) � � Reducer,2"to 1.50"(5225-BL) Additional Equipment Options Quoted a7r cosr FRV31425-D51000-EX Vac w/151525DIX-SP kit o 57.295.Oo FRVIiDH•10-DSIOOOHEPA-EXVacw/i51510DEX•SPkit 1 Sa.0a2.55 NCPA FRVIlOH-25-DSiWOHEPA-EXVaCw/1515250E1(-SPkit D 58.525.10 HlPA Conductive Rubber Tools nTv cosr 12"Fle�ible Nubber No:zle w/9D deg bend-1.5"(35655) 0 573.16 Bulk Pickup Tool-1.5"(35651) 0 555.74 � 5'Utflity Tool-1.5"(35656) 0 587.89 8"Bent Rubber Noale-1.5"�35653) o 561.6a 6'CrevimToo11.5"(35654) 0 555.7a ('� � k� 11 4"Round Brush w/Brass&Nylon Bristles(35652) 0 5145.79 16"Floor Tool(3523) 0 5195.00 I RUWAC - FRV110 EXPLOSION PROOF VACUUM Misc arr cosr Overl�ead Cleaning Accessory Krt Pkg(15600NDEX) i 547a.00 Extlnded CiStef Fnme ASSembly W/Antisbtic Usters(30t120.EX) 0 $995.00 Retractable Grounding Reel w/Stainless Steel Gamp(34878A) 0 5495.oD Static Cnnductive Disposable Dustpan Liner with Lid(240�) o SSo.ss Hose Man$er(909925501) 0 $56.30 ToolBasket�2517601) 1 Sloi.00 a 0 a TOTAL COST S s,ss�.ss Ruwac's FRVt�0 is certified explosion proof,OSHA and NRTL wmplaint and rated for continuous duty.Using an innovative MaxFlo turbine,this compad vacuum operates at just 1.5 HP and yet provides 135 CFM(the most in its class)to be used as a point-of- source dust collector.Ideal for grains,sugar,flour,plastics and other wmbustible solid or fine dust,the FRV110 produces more vacuum in a compact compression cast housing compared to stainless steel models on the market.The uniquely-designed housing is carbon impregnated,wmpletely anti-static,will never dent and guaranteed by Ruwac for life. Rl1WAC Charlotte,NC 28173 FORM#-FRV110-2015 � ' . latta Equipment ComOany,Inc 330 East Nebron Sf Suite 1 WorkDustFree.com Charlotte,NC 78273 (7041752-7944 The FRV110 is also completely portable and can poweAully operate hundreds of feet of central vacuum tubing and hoses up to 2"in diameter.It teatures Ruwac's indusVy-leading MicroClean filVation(available with a 3-year guarantee)and absolute HEPA filter to punry the air.Excepcfonal deaning power,durability and safety have made the FRV110 an unbeatable value and vacuum of choice for combustible dust everywhere.Ruwac also offers a full hne oi portable and central e�losion proof vacuums. Wamnties:I yr varrs labor,3 yrs on f Iter,lifetime on vacuum housing Prepared by: Lead Time:3-4 weeks.Sooner if possible. Mike Brown Tertns:Prepay.Terms can be issued with approved crediL Returned goods subject to a 23%rcstocking fee miker`Ia¢aeouioment.mm Frei�ht:FOB Ship Goint Validity:30 days 7 ' �,- �� t�� '�1 � I , � ' r( - - '� �.� �.','t � �---'-- ' "�I I �t' I I . .�;. � ��,' I . . . _�� _ ,,, ' T _ T_' ' �, �' f-} ..-_. �`� _v__ , _ _ . , �— , � , � ,� , . �7 t._, ; __ _.. , �---- -_ _ RU W AC Charlotte,NC 28773 FORM7f-FRV310-2015 . ' ' Prom: Mike Brown To: Michael Ooels Cc: "Fulton.Todd" Subjed: RE: City of Cape Girardeau Quote Date: Tuesday,December 06,2016 9:53:10 AM Michael; The quote is still valid. Freight would be $169.40 Please send us a check for$8,826.95 to the address below or i can get you the info for an ACH transfer payment. lead time is 3-4 weeks If delivery is required before 1-1-2017 please let me know, I would have to verify those details. Sincerely: Mike Mike Brown Latta Equipment Company, Inc. 330 East Hebron Street, Suite J Charlotte, NC 28273-5970 (704) 752-7944 (704) 414-6811 Fax mikeCct�la_ ttaeouipment.com www.lattaeauipment.com \Natch a short 3 min movie on Latta E� �iom n From: Michael Opels [mailto:mopeis@KCIConstruction.com] Sent: Tuesday, December 6, 2016 10:43 AM To: mike@lattaequipment.com Cc: Fulton, Todd Subject: City of Cape Girardeau Quote M i ke, As discussed via phone: Please confirm the attached quote is still valid; and please confirm lead time is 3-4 weeks. Also - please provide a freight quote to the following address: City of Cape Girardeau, MO 2061 Corporate Circle Cape Girardeau, MO 63703 • ` . From: tredmond(a�alobalindustrial.com To: Michael Ooels Subject: Sales Quotation# 3821405 Date: Tuesday,December 06,2016 12:23:26 PM 11 HARBOR PARK DRIVE � PORT WASHINGTON, NY 11050 Sales Quote - ccount#: 2844832 Quote#: 3821405 uote Issued: 12/06/2016 KCI Construction Co mopels@KCIConstruction.com Quote Expires 30 Days from Issue MIKE OPELS Phone: (314) 200-3546 2061 CORPORATE CIR Fax: CAPE GIRARDEAU, Missouri 63703 Part# Description Shipping Quantity Price Extended 986671 Modern Equipment MECO SDHM150 1-1/2 Cu. YRC - 2 $g00.00 $1,600.00 Yd. Orange Medium Duty Hopper TRUCKING B2196880 Powerblanket0 Insulated IBC Tote Heater TH275- YRC - 1 $1,594.95 $1,594.95 240V, 275 Gallon Capacity, 240V TRUCKING 298441 Global Industrial Spill Containment Sump with Wire YRC - 5 $179.89 $899.45 Deck TRUCKING 962357 GlobaiT"' Compact Flammable Storage Cabinet 22 YRC - 1 $355.00 $355.00 Gallon Capacity TRUCKING 986747 6 x 2 MORT Caster Kit for MECO Self Dumping YRC - 2 $119.95 $239.90 Hoppers TRUCKING Item Total: $4,689.30 Estimated Freight: $500.00 PLEASE BE SURE TO REVIEW OUR TERMS AND CONDITIONS '`Total: $5,189.30 Notes Thank you for the opportunity to help with your needs. To place your order or for further assistance please contact me. Name: THOMAS REDMOND Email: tredmond@globalindustrial.com Phone: (516) 608-7656 x7656 Fax: (516) 608-7747 'Applicable taxes and shipping charges will be added to invoice.This quote is subject to Global Industrial's Terms and Conditions of Sale 11 Harbor Park Drive, Port Washington, N.Y. 11050 Copyright �O 2016 by Global Equipment Company Inc.All Rights Reserved � Y OUnited Rentals° �II�II�I,��II�IIIIIIIIIII��I��!��iillli�llllilllll EQUIPMENT SALE QUOTE BRANCH 970 13727 SHORELINE DRIVE # 1 4 27 1 4 3 9 7 EARTH CITY MO 63045 314-209-7070 314-209-7474 FAX Customer # : 479765 Quote Date : 12/07/16 � CITY OF CAPE GIRARDEAU � •� 2061 CORPORATE CIR ux Job Loc : 2061 CORPORATE crR, � CPE GIRARDEAU MO 63703-7671 Customer Job ID: 61 A P.O. # : PRICE QUOTE ONLY O Ordered By : MICHAEL OPEL h OffiCe: 314-894-8888 Cell : 314-560-4541 written By : DANA GHOLSON Salesperson : HALEY MINAHAN KCI CONST ST LOUIS MO - 10315 LAKE BLUFF DR SAINT LOUIS MO 63123-7245 This is not an invoice ' Please do not pay from this document = qty Equipment # Price Amount 1 3103050 CC: 310-3050 50128.00 50128.00 BOOM 30-33' ARTICULATING DC DELIVERY CHARGE 1500.00 SALES TAX EXEMP� Sub-total: 51628.00 T �� z� Estimated Total: 55300.30 CUSTOMER WILL BE ASSnSSED ADDITIONAL PICKUP CHARGES IF MULTIPLE TRIPS ARE REQUIRED TO PICK UP EQUIPM�NT Customer is hereby notified that United Rentals has assigned its rights (but not its obligations) in the agreement to sell all or any of the used equipment described herein to United Rentals Exchange, LLC. , a qualified intermediary, as part of a Section 1031 like-kind exchange program. Note: This proposal may be withdrawn if not accepted within 30 days. THIS IS NOT AN EQUIPMENT SALE AGREEMENTIINVOICE.THE SALE OF EGUIPMENT AND ANY OTHER ITEMS LISTED ABOVE IS SUBJECT TO AVAILABILITY AND ACCEPTANCE OF THE TERMS AND CONDITIONS OF UNITED'S EQUIPMENT SALE AGREEMENTIINYOICE,WHICH MUST BE SIGNED PRIOR TO OR UPON DELNERY OF THE ECUIPMENT AND OTHER ITEMS. 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', www.dnr.mo.gov � -_ -- `,i_ � May 19, 2015 Ms. Casey Brunke, P.E., City Engineer City of Cape Girardeau 401 Independence Street Cape Girardeau,MO 63703 RE: C295531-01 /C295531-02/C295331-03 City of Cape Girardeau, MO—Wastewater Treatment Plant Upgrades, CP0001299, Change Order No. 9 Dear Ms. Brunke: The Department of Natural Resources' VJater Protection Program has approved the enclosed Change Order No. 9 for your contract with KCI Construction Company, Inc. for the Wastewater Treatrnent Plant Upgrades to serve the city of Cape Girardeau, MO. The project receives funding through the Clean Water Sta.te Revolving Fund Loan program. This cha.nge order provides for nuscellaneous civil,mechanical, and electrical work on the project. This change order has been reviewed for compliance to 10 CSR 20-4.040 with regazd to changes i.n contract price and/or time and 10 CSR 20-8 in regards to sanitary engineering features. This change order modifies the plans and specifications approved on June 5, 2012 and increases the eligible cost of construction by $271,782.00,but has no effect on construction time. Invoices from your engineer should clearly sepazate 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 years following the completion of disbursement. � Rmded Pnper , �� Ms. Casey Brunke, P.E., City Engineer May 19, 2015 Page 2 � If you have any questions feel free to contact me at (573) 751-1402 or Missouri Deparkment of Natural Resources, Water Protection Program, P.O. Box 176, Jefferson City, MO 65102-0176. Thank you. Sincerely, WATER PROTECTION PROGRAM ��`j�a��— l Byron F. Shaw, Jr., P.E., S Engineering Unit Chief Financial Assistance Center BFS/cas Enclosure c: Mr. P.K. Mathai, P.E., Jacobs Engineering Group, Inc. Southeast Regional Office Mr. Paul Dickerson, Water Protection Program, Compliance and Enforcement Section Mr. David Potthast, Water Protection Program, Financial Assistance Center Qr �/�%� - ��` �,�'�� y �� . Chan e Order � MAY I 8 ��Q15 � g No. 9 ,�r- `�� -`i:�Gt��t Date of issuance: May 4, 2015 �ATE��t�''`�``�� Effective Date: May�2015 Pro�e�: Wastewater Treatment Facility Owner. City of Cape Girardeau ownersco�tractNo.: 3534 co��c Wastewater Treatment Facility(SRF Project No. C295531-01) oate ot�orwacc: August 3, 2012 Corrtractor. KCI Construction Company, Inc. en9ineersPro�ectNo.: C5X65101 The Contract Documents are modified as follows upon execution of this Change Order: Description: Miscellaneous Civil,Mechanical and Electrical Work See attached list of Revisions. epr'lCtR1Qf1� 0 f ^��fi�r.+1 r"�_ sources Attachments: See supporting documents attached. rt � 9 C��5 n poo��EG CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price: Original Contract Times: ❑ Working days � Calendar days Substantial completion(days or date): July 20, 2014 $55,674,000.00 Ready for final payment(days or date): AUgUSi 19, 2014 [Increase]from previously approved Change Orders [Increase]from previously approved Change Orders No. 1 to No.8 Na 1 to No.8 Substantial completion(days or date): Febfuary 27, 2015 $2,049,157.60 Ready for final payment(days or date): M2fCh 27, 2015 Contract Price prior to this Change Order: Contract Times prior to this Change Order: Substantial completion(days or date): February 27, 2015 $57,723,157.60 Ready for final payment(days or date): M2fCh 27, 2015 [Increase]of this Change Order: [Increase]of this Change Order: Substantial completion(days or date): MarCh 31, 2015 $271,782.00 Ready for final payment(days or date): OCtObef 31, 2015 Contract Price incorporating this Change Order: Contract Times with all approved Change Orders: Substantial completion(days or date): MafCh 31, 2015 $57,994,939.60 Ready for final payment(days or date): OCtObef 31, 2015 RECOMMENDED: ACC TED: ACCEPTED: , -----T-� �'--�� BY. �l C�L BY. ' . ,Oi�— BY �ineer(Authorized ignature) Owner( uthorized Signature) Contractor(Authorized Signature) � Date: r Date: r J"''�� '� Date: K- �I• � � Approved by Funding Agency(if appiicabie): Date: EJCDC No.C-941(2002 Edition) Page 1 of 1 Prepared by the Engineers'Joint Contract Documents Committee and endorsed by the Associated General Contractors of America and the Construction Specifications Institute. v WASTEWATER TREATMENT FACILITY CAPE GIRARDEAU, MO Change Order No. 9—Miscellaneous Civil, Mechanical and Electrical Work The Contract Documents are modified as listed below: Bid Item No. 1. RO Faucet in Laboratory (Change proposal No. 84 attached) Add $729.00 N 2. Power to Glassware Washer in Laboratory (Change Proposal No. 85 attached) Add $938.00 N 3. Actuated Damper in 32" Duct in Biosolids Bldg (Change Proposal No. 86 attached) Add $1,901.00 N 4. New Steel Plate at Outfall Structure (Change Proposal No. 87 attached) Add $2,072.00 F.4 5. Miscellaneous Piping Modifications in Biosolids Bldg (Change Proposal No. 88 attached) Add $20,405.00 N 6. Miscellaneous Equipment Modifications and Storage Shelves (Change Proposal No.89 attached) Add $134,288.00 N 7. Additional Rip-Rap at Outfall Structure (Change Proposal No. 90 REV1 attached) Add $29,767.00 F.4 8. Miscellaneous Mechanical and Electrical work (Change Proposal No.91 attached) Add $8,188.00 N 9. Vibration Sensors for Influent Pumps (Change Proposal No. 92 attached) Add $45,638.00 N 10. Administration Building Condenser Loop Modification (Change Proposal No. 93 attached) Add $19,625.00 N 11. Water Still for Laboratory (Change Proposal No. 94 attached) Add $4,528.00 N 12. Penetrations at UV Canopy for Full Gate Travel (Change Proposal No. 95 attached) Add $1,624.00 N 13. SW Wet Well Gate Modifications (Change Proposal No.96 attached) Add $2,079.00 N Total Cost This Change Order(Total 1 through 11) Add $271,782.00 Av � �,,F �1�`"��!✓�,-,J J�.�.` , =�.,�; �;� "�_ � Jeremiah W.(Jay)Nixon,Govemor . Sara Parker Pauley;Director �ST��;�U�r;, I��-i�`�� '�'l�r.��TT OF NATURAL RESOURCES z r .. , f � �, ,�� f www.dnr.mo.gov {s��. `=--il'�' ? -; �f_,i.�'L-!^ � July 28, 2015 Ms. Casey Brunke,P.E., City Engineer City of Cape Girardeau 401 Independence Street Cape Girardeau, MO 63703 RE: C295531-01 /C295531-02 / C295331-03 City of Cape Girardeau, MO—Wastewater Treatment Plant Upgrades, CP0001299, Change Order No. 10 Dear Ms. Brunke: The Department of Natural Resources' Water Protection Program has approved the enclosed Change Order No. 10 for your contract with KCI Construction Company, Inc. for the Wastewater Treatment Plant Upgrades to serve the city of Cape Girardeau, MO. The project receives funding through the Clean Water State Revolving Fund Loan program. This change order provides for miscellaneous civil, mechanical, and electrical work on the project. This change order has been reviewed for compliance to 10 CSR 20-4.040 with regard to changes in contract price andlor tune and 10 CSR 20-8 in regards to sanitary engineering features. This change order modifies the plans and specifications approved on June 5, 2012 and increases the eligible cost of construction by $1,277,981, and extends the contract to October 31, 2015. 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 years following the completion of disbursement. r tJ Req�cled S':iper Ms. Casey Brunke, P.E., City Engineer July 28, 2015 Page 2 If you have any questions feel free to contact me at (573) 751-5937 or Department of Natural Resources, Water Protection Program, P.O. Box 176, Jefferson City, MO 65102-0176. Thank you. Sincerely, WATER PROTECTION PROGRAM Conrad Blume, E.I.,SRF Engineering Unit Financial Assistance Center CB/jb Enclosure c: Mr. P.K. Mathai, P.E., Jacobs Engineering Group, Inc. Southeast Regional Office Mr. Paul Dickerson, Water Protection Program, Compliance and Enforcement Section Mr. David Potthast, Water Protection Program, Financial Assistance Center �e��°��D � JUL 3 1 2015 �-€. ��,-�' � ti . �� - � RECEIVED . � JUL 1 't 2015 Change Order Water Protection Program NO. �0 Date of Issuance: July 1, 2015 Effective Date: JUIy 1, 2015 Pro�e� Wastewater Treatment Facility Owner. City of Cape Girardeau o�+�ners co�tract No.: 3534 co�c��c: Wastewater Treatment Facility(SRF Project No. C295531-01) �ate otco�tract: August 3, 2012 co�c��co� KCI Construction Company, InC. En9ineersP�o)ectNo.: C5X65101 The Contract Documents are modified as follows upon execution of this Change Order: Description: Schedule Delay Impacts,and Miscellaneous Civil and Mechanical Work See attached List of Revisions. MO D2pa�tme�t Of 5 Attachments: See supporting documents attached. �J U I_ 2 � .. CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price: Original Contract Times: ❑ Working days � Calendar days Substantial completion(days or date): JUIy 20, 2014 $55,674,000.00 Ready for final payment(days or date): AugUSt 19, 2014 [Increase]from previously approved Change Orders [Increase]from previously approved Change Orders No. 1 to No.9 No. 1 to No.9 Substantial completion(days or date): February 27, 2015 $2,320,939.60 Ready for final payment(days or date): Me�Ch 27, 2015 Contract Price prior to this Change Order: Contract Times prior to this Change Order: Substantial completion(days or date): Feb�uary 27, 2015 $57,994,939.60 Ready for final payment(days or date): MB�Ch 27, 2015 [Increase]of this Change Order: [Increase]of this Change Order. Substantial completion(days or date): M2�Ch 31, 2015 $1,277,981.00 Ready for fina►payment(days or date): OCtObe�31, 2015 Contract Price incorporating this Change Order. Contract Times with all approved Change Orders: Substantial completion(days or date): MarCh 31, 2015 $59,272,920.60 Ready for final payment(days or date): OCtObef 31, 2015 RECOMMENDED: ACCEPTED: ACCEPTED: gy; ��`�� BY ` 1L'� � �U.�� By. L• ngmeer(Authorized Signature) Owner(Authorized Signature) Corrtractor(Authorized Signatu2) f ( Date: �'`��y Date: �� rL � �� Date: 7•�0' � Approved by Funding Agency('rf applicable): Date: EJCDC No.C-941(2002 Edition) Page 1 of 1 Prepared by the Engineers'Joint Contract Documents Committee and endorsed by the Associated General Contractors of America and the Construction Specifications Institute. ,r` - WASTEWATER TREATMENT FACILITY CAPE GIRARDEAU, MO Change Order No. 10—Schedule Delay Impacts, and Miscellaneous Civil and Mechanical Work The Contract Documents are modified as listed below: Bid Item No. 1. Schedule Delays Due to IPS Shoring Impacts (Change proposal No. 786 attached) Add $830,000.00 N 2. Replacement Filters for Automatic and Manual Strainers (Change Proposal No. 97R1 attached) Add $18,121.00 N 3. Modifications to Spirac Conveyor Drain Lines (Change Proposal No. 98 attached) Add $1,844.00 N 4. Provide Parshall Flume Grating Planks (Change Proposal No.99 attached) Add $4,340.00 N 5. Rip Rap Placement for Erosion Control (Change Proposal No. 100 attached) Add $80,740.00 N 6. Provide Pre-Filter and Duct Modifications at Biosolids Building (Change Proposal No. 101 attached) Add $342,936.00 N Total Cost This Change Order(Total 1 through 6) Add $1,277,981.00 �::�_>: .�: _�;;.,. ;�:; :�;,. ��- - ;, �Jl�'y .�4��`, :�U� Jeremiah W.(Jay)Nixon,Govemor . Sara Parker Pauley,Director Dr��,��'��TT OF NATURAL RESOURCES �, � _ _ ��-� �� '�i�-, '�, t�`- �� www.dnr.mo.gov ��*�-1`�/��'-�F ��/� �_ 'j'�---`:'i'``�{'�� .Li tii�v^�''- '�i��c-cc:Yi=J June 2, 2014 Ms. Casey Brunke, P.E., City Engineer City of Cape Girardeau 401 Independence Street Cape Girardeau, MO 63703 RE: C295531-01 /C295531-02 /C295331-03 City of Cape Girardeau, MO—Wastewater Treatment Plant Upgrades, CP0001299, Change Order No. 6 Dear Ms. Brunke: The Missouri Department of Natural Resources' Water Protection Program has approved the enclosed Change Order No. 6 for your contract with KCI Construction Company, Inc. for the Wastewater Treatment Plant Upgrades to serve the city of Cape Girardeau, MO. The project receives funding through the Clean Water State Revolving Fund Loan program. This change order provides for the shoring system at the influent pump station to accommodate excavation and unforeseen subsurface conditions and has been reviewed for compliance to 10 CSR 20-4.040 with regard to changes in contract price and/or time and 10 CSR 20-8 in regards to sanitary engineering features. This change order modifies the plans and specifications approved on June 5, 2012 and increases the eligible cost of construction by $1,028,599.00, but has no effect on construction time. 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. Ea Recycled Paper Ms. Casey Brunke, P.E., City Engineer June 2, 2014 Page 2 If you have any questions feel free to contact me at 573-751-1402 or Missouri Department of Natural Resources, Water Protection Program, P.O. Box 176, Jefferson City, MO 65102-0176. Thank you. Sincerely, WATER PROTECTION PROGRAM � �� `�(u,j " . B r�on F. Shaw Jr. P.E. WSRF En ineerin Unit Chief y > > > g g Financial Assistance Center BFS:cas Enclosure c: Mr. P.K. Mathai, P.E., Jacobs Engineering Group, Inc. Southeast Regional Office Mr. Paul Dickerson, Water Protection Program, Compliance and Enforcement Section Mr. David Potthast, Water Protection Program, Financial Assistance Center Celebrating 40 years of taking care of Missouri's natural resources. To learn more about the Missouri Department of Natural Resources visit dnr.mo.qov. - -_ -�- :- _ := = =s -- = - __ -- _ -- �=- -- _ -_-= �� - _ - ��-. �: � �z� _� -��_. � -� _ - - ; �-�--�--_--___=____� __------ - �, I�l��i�IE I� - -- -� Chan e Order � M.aY � 6 zo�� 9 No. 6 �'VATER PROT�CTiOiV PR�uR�;'�". Date of Issuance: May 7, 2014 Effective Date: M2y 7, 2014 a�o�e�: Wastewater Treatment Facility o�,e�: City of Cape Girardeau owners contract rvo.: 3534 co�c�a�c: Wastewater Treatment Facility (SRF Project No. C295531-01) �ateotconvact: AUgUSt 3, 2012 co�t�aao�: KCI Construction Company, InC. en9ineers Pro�ect No.: C5X65101 The Contract Documents are modified as follows upon execution of this Change Order: Description: Shoring System at Infiuent Pump Station and Miscellaneous Revisions D See attached list of Revisions. atUra� R@SAUfGOS ►UN 0-�-��'�� Attachments: See supporting documents attached. OVED CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Originai Contract Price: Original Contract Times: ❑ Working days � Calendar days Substantial completion(days or date): JUIy 20, 2014 $55,674,000.00 Readyforfinal payment(daysordate): AUgUst 19, 2014 [Increase]from previously approved Change Orders No. [Increase][Decrease] from previousiy approved Change Orders 1 to No. 5 No. (NA) to No. (NA) Substantial completion(days): Same as original $499,425.60 Ready for final payment(days): Same as original Contract Price prior to this Change Order: Contract Times prior to this Change Order: Substantial compietion(days or date): Same as original $56,173,425.60 Ready for final payment(days or date): Same as original [Increase]of this Change Order: [Increase][Decreasej of this Change Order: Substantial completion(days or date): (NA) $1,028,599.00 Ready for final payment(days or date): (NA) Contract Price incorporating this Change Order: Contract Times with ail approved Change Orders: Substantial completion(days ordate): Same as original $57,202,024.60 Ready for final payment(days or date): Same as original RECOMMENDED: ACCEP�ED: ACCEPTED: � r� �� By:�� _ By: ��' �.Z � �Li �`� By: � . �� T� Engineer(Authorized Signature) Owner(Aut rized Signature) Contractor(Aulhorized ignature) ,L ,[ Date: Date: �' -� 'I � I L� Date: S �/I7 Approved by Funding Agency(if applicable): Date: EJCDC No.C-941(2002 Edition) Page 1 of 1 Prepared by the Engineers'Joint Contract Documents Committee and endorsed by the i � WASTEWATER TREATMENT FACILITY CAPE GIRARDEAU, MO Change Order No. 6—Shoring System at Influent Pump Station and Miscellaneous Revisions The Contract Documents are modified as listed below: 1. Shoring System at Influent Pump Station (Change Proposal No.40 Revision 1 attached) Add $884,235.00 2. Electrical Conduit and Cable Changes (Change Proposai No. 39 Revision 1 attached) Add $76,946.00 3. Wonderware Upgrade from 3000 to 60000 Tags (Change Proposal No.41 Revision 1 attached) Add $33,325.00 4. Sludge Grinder Panel Modifications (Change Proposal No.42 attached) Add $2,580.00 5. Roof Insulation at Drains at Biosolids Building (Change Proposal No.43 attached) Add $3,483.00 6. Conductor and Fuse Revisions for Blowers (Change Proposal No.44 attached) Add $4,970.00 7. 30-Amp Receptacles for UPS (Change Proposal No.45 attached) Add $2,962.00 8. Concrete Encasement for 60-inch Effluent Line (Change Proposal No.46 attached) Add $20,750.00 9. Deletion of Sewer Lateral Connections (Change Proposal No.47 Attached) Deduct ($652.00) Total Cost This Change Order(Total 1 through 9) Add $1,028,599.00 , � Change Order No. 1 Date of Issuance: AUgUst 20, 2012 Effective Date: AugUst 20, 2012 P�o;e�t: Wastewater Treatment Facility oW�e�: City of Cape Girardeau owner'sContractNo.: 3534 co�t�a�c: Wastewater Treatment Facility �ateotco�t�act: AuguSt 3, 2012 co�t�a�co�: KCI Construction Company, If1C. Engineer'sProjectNo.: CrJXCS�O� The Contract Documents are modified as follows upon execution of this Change Order: oes��Pt�o�: Incorporate the attached Federal wage determinations to comply with the Davis-Bacon Act requirements. Attachments: (List documents supporting change): 1. Federal Wage Determination Replaced on 06/12/2012— Heavy and Highway Construction Projects 2. Federal Wage Determination Replaced on 06/15/2012— Building CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price: Original Contract Times: ❑ Working days � Calendar days Substantial completion(days or date): July 20, 2014 $55,674,000.00 Ready for final payment(days or date): AUgUSt 19, 2014 [Increase] [Decrease]from previously approved Change [Increase] [Decrease] from previously approved Change Orders Orders No. NA to No. NA No. NA to No. NA Substantial completion(days): 0 $0.00 Ready for final payment(days): 0 Contract Price prior to this Change Order: Contract Times prior to this Change Order: Substantial completion(daysordate): �UIy 2O, 2014 $55,674,000.00 Ready for final payment(days or date): AUgUSt 19, 2014 [Increase] [Decrease]of this Change Order: (Increase] [Decrease]of this Change Order: /�' ��Q,�� Substantial completion(days or date): 0 'Y�(��" %��e�Og $0.00 Ready for final payment(days or date): 0 '��f �� , ��rqeS Contract Price incorporating this Change Order: Contract Times with all approved Change Orders: �� 0/? Substantial completion(days ordate): July 20, 2014 � $55,674,000.00 Ready for final payment(days or date): AUgUSt 19, 2014 �� RECOMMENDED: ACC ED: � ACCEPTED: --� � v -��iGl�lo��' � �, B : �.� gy; I✓�G"ALk1 L,�.�f�— Engineer(Authorized Signature) Owner(/�uthorize Signature) Contractor(Authorized Signature) l Date: ��. Date: �'d�.l Z" Date: ��'��' �� Approved by Funding Agency(if applicable): Date: EJCDC No.C-941(2002 Edition) Page 1 of 1 Prepared by the Engineers'Joint Contract Documents Committee and endorsed by the Associated General Contractors of America and the Construction Specifications Institute. � Page 1 of 31 M0120001 MOD 6 REVISED 06/15/12 MOl ******** THIS WAGE D�'TERMINATION WAS REPLACED ON 06/15/12******** General Decision Number: M0120001 06/Ol/2012 Superseded General Decision Number: M020100001 State: P9issouri Construction Types: Heavy and Highway Counties: Missouri Statewide. HEAVY AND HIGHWAY CONSTRUCTION PROJECTS Modification Number Fublication Date 0 Ol/06/2012 1 01/13/2012 2 02/03/2012 3 03/02/2012 9 04/06/2012 5 05/04/2012 6 06/O1/2012 CARP0002-002 OS/O1/2010 ST. LOUIS COUNTY AND CITY Rates Fringes Carpenters. . . . . . . . . . . . . . . . . . . . . . .$ 32.78 12.25 --------------------------------------------------------------- CA1�P0005-006 04/dl/2008 CASS {Richards-Gebauer AFB ONLY) , CLAY, JACKSON, PLATTE AND RAY COUNTIES Rates Fringes Carpenters: CARPENTERS & LATHERS. . . . . . . .$ 33.00 12.03 MILLWRIGHTS & PILEDRIVERS. . .$ 33.00 12.G.s --------------------------------------------------------------- CARP0011-001 05/O1/2011 Rates Fringes Carpenter and Piledriver ADAIR, AUDRAIN (West of Hwy 19) , BOON�, CAZLAWAY, CHARITON, COLE, COOPER, HOGdARD, KNOX,LINAT, MACON, NiILLER, MONITEAU,MONROE, OSAGE, PUTNFIM, RANDOLpH, SCHUYLER, SHELBY AND SULLIVAN COUNTIES. . . . . . . . . . .$ 28.57 11.00 ATCHISON, ANDREW, BATES, CALDWELL, CARROLL,DAVIESS, DEKALB,GENTRY, GRUNDY, HARRISON, HENRY, HOLT, http://www.wdol.gov/wdol/scafiles/arehive/davisbacon/2012/mo 1.r6 7l26/2012 � Page 2 of 31 LIVIYJGSTON, MERCER, NODAW7IY,ST. CLAIR, SALINE AND WORTH COUNTIES. . . . . . . . . .$ 2� . 67 10.55 AUDRAIN (East of Hwy.19) , RALLS, M.�RION, LEWIS, C�ARK P.ND SCOTLAND COUNTTES.$ 28.83 13.05 RARRY, BARTQN, CAI�IDEN, CEDAR, CHRISTIAN, DADE, DALLAS, DOUGLAS, GREENE, HICKURY,JP.SPER, LACLEDE, LAWRENCE, MCDONALD, NEWTON, OZARK, POLK, STONE, TANEY, VERNON, WEBSTER P.ND WRIGHT COUNTiES.$ 27.32 10.55 BENTON, MORGAN AND PETTIS. . .$ 27.27 11.00 BOLLINGER, BUTLER, CAPE GIR�R��AU, DUNKLIN, lyISSISSIPPI, NFW MADRID, PEIKISCOT, FERRY, STE. GENEVIEVE, SCOTT, STODDARD AND WAYNE COUNTIES. . . . . . . . . .$ 28.67 13.07 BUCHANAN, CLINTON, JOHNSON AND LAFAYETTE COUNTIES. . . . . .$ 28.32 10.55 CARTER, HOWELL, OREGON AND RIPLEY COUNTIES. . . . . . . . . . . . .$ 27.75 13.0`1 CRAWFORD, DENT, GASCONADE, IRON, MADISON, MARIES, MONTGOMERY, PHELPS, PULASKI, REYNOLDS, SHANNON AND TEXAS COUNTIES. . . . . . . . . .$ 28. 68 13.05 FRANKLIN COUNTY. . . . . . . . . . . . .$ 31.23 13.05 JEFFERSON AND ST. CHARLES COUNTIES. . . . . . . . . . . . . . . . . . . .$ 33.38 13.05 LINCOLN COUNTY. . . . . . . . . . . . . .$ 30.34 13.05 PIKE, ST. FRANCOIS AND WASHINGTON COUNTIES. . . . . . . . .$ 29.39 13.05 WARR�N COUNTY. . . . . . . . . . . . . . .$ 30.73 13.05 ------------------------------------------------------—-------- * ELEC0001-002 06/Ol/2012 BOLLINGER, BUTLER, CAPE G-RARDEAU, CARTER, DUNKLIN, FRANKLIN, IRON, JEFFERSON, LINCOLN, MADISON, MISSISSIPPI, NEW I�uizID, PEMISCOT, PERRY,R�YNOLDS, RIPLEY, ST. CHARLES, ST. FRANCOIS, ST. LOUIS (City and County) , STE. GENEVIEVE, SCOTT, STODD7IRD, WARREN, WASHINGTON AND WAYNE COUNTIES Rates Frinqes Electriciar_s. . . . . . . . . . . . . . . . . . . . .$ 31.75 22.37 ------------------------------------------------------------- * ELEC0002-001 09/04/2011 ADAIR, AUDRAIN, BOONE, CALLAWAY, CAMDEN, CARTER, CHARITON, CLARK, COLE, COOPER, CRAWFORD, D�NT, FRANKLIN, GASCONADE, HOW7IRD, HO[�'ELL, IRON, JEFFERSON, KNOX, LEWIS, LINCON, LINN, MACON, MARIES, MARION, MILLER, MONITEAU, MONROE, MONTGOMFRY, MORGAN, OREGON, OSAGE, PERRY, PHELPS, PIKE, PULASKI, PUTNAM, RALLS, RANDOLPH, REYNOLDS, RIPLEY, ST. CHARLES, ST. FRP.NCOIS, ST. LOUIS (City and County) , STE. GENEViEVE, SCHUYLER, http:!/www.wdol.gov/wdol/scafiles/archive/davisbacon/2012/mo l.r6 7/26/2012 , ' Page 3 of 31 �CO'rLANJ, SHANNON, SHELBY, SULLIVr'1N, TEXAS, �7ARREN AND WRS�IINGTON COUNTIES �ates Fringes Line Construction: Equipmen� Operator. . . . . . . . . .$ 31.39 18.03 Groundiran & Truck Driver. . . .$ 24.27 '-5.0? Lineman & Cable Splicer. . . . .$ 36.36 2C.09 ---------------------------------------------------------------- * ELEC0�53-004 09/Ol/2011 Rates Fri^qPs Lire Constr�action: (ANDREW, ATCHINSON, BARRY, BARTON, BUCNANAN, CALDWELL, CEDP.R, CF-:RIST=AN, CLTNTON, DT-.DE, DALLAS, DAVIES, , DEKP:�B, DOUGLAS, GEN'�RY, GR�ENE, GRUNDY, HARR�SCN, HICKORY, HOLT, �P.SPER, LACLEDE, LAWRENCE, L�V�NGSTON, MCDONALD, MER�ER, N�4dTON, NODAGdAY, OZARK, PCLK, ST. C�AIR, STONE, ''_'A^1EY, VE�NCN, GIEBSTER, 6�?ORTH ANC ?rJRIGHT COUNTIESj Grourdmar_ Fcwd?rma�. . . . . . . . .$ �5.88 13.93 Grour_drnar. . . . . . . . . . . . . . . . . . .$ 23. 98 13.2i Linemar_ Operat�r. . . . . . . . . . . .5 35.12 l�'.12 Linemar.. . . . . . . . . . . . . . . . . . . . .$ 37.10 1?.80 Line Construction; ;BATES, B'�NTON, CARROLL, CP_SS, CLA`_', flENRY, JACKSON, JOHI�SGN, LI�FAYETTE, PETT�S, PL•A_^TE, RA1 AND SAI,INE CGuY�T�ESJ Groundman Po��der�:_an. . . . . . . . .$ 26.84 '4.26 Groundman. . . . . . . . . . . . . . . . . . .$ 25.44 '�3.?8 Lineman Operator. . . . . . . . . . . .$ 3�.$2 i�.36 Lineman. . . . . . . . . . . . . . . . . . . . .5 38.4U i8.25 ------------------------------------------------------------- ELLC009�-001 06/01/2C11 EP_RRY, BARTON, CEDAR, DADE, JASFER, L71G^7R�NCE, P�iCDONALD, NE�ITON, ST CLAIR, Ar1D VERNON COUNTIES Rates Frir_ges El�ctri�ians: Cau1e SpliceYs, , , , , , , , , , , , , ,$ 24.35 12.86 E�_ectricians. . . . . . . . . . . . . . . .5 24.00 12.�3 -------------------------------------------------------------- ELEC0124-007 09/O1!2010 BATES, BENTCN, CARRO�L, CASS, CLAY, COOPER, HENRY, JACKSON, �OHNSOI�, LAFAYETTE, I✓10RGr'1N, PETTIS, PLP_'='TE, RAY F�ND SALINE COUNTIES: http://www.wdol.gov/wdol/scafiles/archive/davisbacon/2o 12/mo 1.r6 7/26/2012 Page4of31 1 Rates Fringes Electricians. . . . . . . . . . . . . . . . . . . . .$ 33.83 i8. 63 ------------------------------—------------------------------ * ELECO257-003 03/O1/2012 AUDRAIN (Except Cuivre Township) , BOONE, CAI,LAWAY, CAMDEN, CHARITON, COLE, CR7IWFORD, DENT, GASCONADE, HOWARD, MARIES, MILLER, MONITEAU, OSAGE, PHELFS AND RANDOLPH COUNTIES Rates Fringes Electricians: Cable Splicers. . . . . . . . . . . . . .$ 30.42 16.085 Electricians. . . . . . . . . . . . . . . .$ 30.42 16.085 ---------------------------------------------------------------- ELEC0350-002 12/01/2010 ADAIR, AUDRAIN (East of Highway 19) , CLARK, KNOX, LEWIS, LINN, MACON, MARION, MONROE, MONTGOMERY, PIKE, PUTNAM, RALLS, SCHUYLER, SCOTLAND, SHELBY AND SULLIVAN COUNTIES Rates Fringes Electricians. . . . . . . . . . . . . . . . . . . . .$ 28.16 15.20 -------------------------------------------------------------- ELEC0953-OQl 09/01/2011 Rates Fringes Electricians: CHRISITAN, DALLAS, DOUGLAS, GREENE, HICKORY, HOWELL, LACLEDE, OREGCN, OZARK, POLK, SHANNON, WEBSTER and WRIGHT COUNTIES.$ 23.93 13.82 PULASKI and TEXAS COUNTIES. .$ 28.58 14 .28 STONE and TANEY COUNTIES. . . .$ 19.72 12. 99 ---------------------------------------------------------------- ELEC0545-003 06/Ol/201i ANDREW, BUCHANAN, CLINTON, DEKALB, ATCHISON, HOLT, MERCER, GENTRY, HARRISON, DAVIESS, GRUNDY, WORTH, LIVINGSTON, NODAC�IAY, AND C�ILDWELL COUNTIES Rates Fringes Electricians: . . . . . . . . . . . . . . . . . . . .5 31.00 12.22 --------------------------------------------------------------- ELEC0702-004 06/23/2011 BOLLINGER, BUTLER, CAPE GIRARDEAU, DUNKLIN, MADISON, MISSISSIPPI, NEW MADRID, PEMISCOT, SCOTT, STODDARD AND WAYNE CQUNTIES http://www.wdol.gov/wdol/scafiles/archive/davisbacon/2012/mo l.r6 7/26/2012 f , Page 5 of 31 Rates Fringes Line Cons�ruction: Groundman - C1ass A. . . . . . . . .$ 2?.'79 '_2. 60 Grourdman-Equipment Operator C1ass II (all other equipment? . . . . . . . . . . . .$ 30._6 14.43 Heavy-Equipment Operator Class I (all crawler type equipment D-4 and larqer) . . .$ 34 .40 i5• 6= Lineman. . . . . . . . . . . . . . . . . . . . .$ 41.91 17 . Ei -------------------------—-----------------------——--------- ENGI0101-001 05/Ol/2.011 ANDREW, ATCHISON, BATES, BENTGN, BUCHI�NAN, CALDWELL, CARROLL, CHARITOrI, CLINTON, COOPER, DAVIESS, DEKALB, GEbITRY, GRUNDY, HARRISON, HENRY, IlOLT, HOWP.RD, JOHNSON, I�AFAYETTE, LINN, LIVINGSTON, P�IERCER, Y30DAWAY, PETTIS, SALINE, SULLIVAN AND WORTH COUNITES Rates Fringes Power equipment operators: GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 29. 94 13.76 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 29.54 13.76 GROUP 3. . . . . . . . . . . . . . . . . . . . .5 27.54 13.76 POWER EQUIPNENT OPERATORS CLASSIFICATIONS GROUP l: Asphalt roller operator, finish; asphalt paver and spreader; asphalt plant operator; auto grader or trimmer or sub-grader; bacichoe; blade operator (all types) ; boilers - 2; booster pump on dredge; bulldozer operator; boring machine (truck or crane mounted) ; clamshell operator; concrete mixer paver; concrete plant operator; concrete pump operator; crane operator; derrick or der.rick trucks; ditching machine; dragline operator; dredge engineman; dredge operator; drill cat with compresscr mounted (self-contained) or similar type self- propelled rotary drill (not air tract) ; d�illinq or boring machine (rotary-se]f-propelled) ; finishing machine operator; greaser; high loader-fork 1if�-skid loader (all types) ; hoistinq engineer (2 active drums} ; locomotive operator (standard guage) ; mechanics and welders (field and plants) ; mucking machine operator; pile drive operator; pitman crane or boom truck (all types) ; push cat; quad track; scraper operators (all types) ; shovel operator; sideboom cats; side discharge spreader; skimmer scoop operators; slip £orm paver operator (CMI, Rex, Gomeco or equal) ; la tourneau rooter (all tiller types) ; tow boat operator; truck crane; wood and log chippers (all types) . GROUP 2: A-frame truck operator; articulated dump truck; back fiiler operator; boilers (1) ; chip spreader; churn dri11 operator; compressor; concrete mixer operator, skip loader; concrete saws (self-propelled) ; conveyor operator; crusher operator; distributor operator; elevating grader operator; farm tractor (all attachments) ; fireman rig; http://www.wdol.gov/wdol/scafiles/archive/davisbacon/2012/mo l.r6 7/26/2012 Page 6 of 31 f1_oat 0�2=cLOr; S�ST. �?"3ua CrJJeTctGY; h0lStiriC e:G1['� ��^.�i�' d�um) ; mair_terance cperator; m�sltiple compactor; pavement b~eaker, sel�-prepe�led hydra-nammer lor similar tlpe; ; paymill operator; power shield; pumps; roller operator (�aith or witrout blades; ; screening and washing plar.t; self-p�opelled street �rcom. cr sweeper; siphons ar.d jets; s'-�raw blower; stump cutting machine; siphons and jets; tank cay heate� operator (c�mbinat.ior: boiler and booster) ; welding machir_e; cibrat;_rg r.a�h-�ne cp�rator (not har.d held) ; weldinq mach;_ne. GROUP 3: (a} Oiler; (b) Oiii2r �'riv2r (c) Mechar-�c. HOU�LY PREMIUA9S: T:-3F, FOLLOPIING CLASSIFICATIOPdS SHP_LL REC:�IVr. ($ .25) ABOVE GKOUP 1 RATE: D_raglire operato- - 3 yds. & oti�er; sho��el 3 yds. & over; clamshell 3 yds. & ever; Crane, rigs or piledrivers, 100` o` boom or over (inc1. �ib. ) , hois`� - each additional �ctive d~�um vzrer 2 drums T=1L FO�LOWI2�Iv CL.�SSIFICATIONS S�ALL RECE�V� ($ .�0) ABO`JE G�OUF 1 �'?TE: Tandem scoop operator; crane, rigs or piledrivers 150' to 200' of boom (ir.c'�. ji�. } TH� FCLLOV7ING C�ASSIFICATIONS SHALL RECEIV� �,$ .75) r'1BGVE rR�,7n 1 �a,�m�: Crane rigs, o~ piledrivers 200 tt. or bccr.. cr over (including jib. ) -------------------------------------------------------------- F^�GIO"-01-005 04/O1I2011 CA�S, CLAY, JF�CKSODI, PLATTE AND P.AY CCUNTIES Rates Fri-�ges Power e�uipment operators: GRCUF 1. . . . . . . . . . . . . . . . . . . . .5 32.33 13.88 GRGU^r 2. . . . . . . . . . . . . . . . . . . . .$ 31.29 13.88 ��ROUF 3. . . . . . . . . . . . . . . . . . . . .5 26.82 ?3.8� GROUF 4. . . . . . . . . . . . . . . . . . . . .$ 30. 1� 13.88 PGv�ER EQL"'TF�ENT CPE�.TORS CLASSI_ICATIOIQS GRCOP l: Asti:�alt roller operator, finish; asphalt paver and =pr�aaer; asUhalt plan� opera�or; au�o grader er tr-r.u;:er cr sub-arader; 'tiackhoe; blade operator (all types? ; b�'�1ers-2; booster pumti cn dredge; boring machine (truck or crar.e mvunted) ; uulldczer operator; clamshell ope_ator; cor_crete ciear.irg �.e�ontamination machine opera�or; concrete mixer paver; concrete plant operator; concrete pump aperator; crane operat�r; derricY or derrick truc;cs; ditchinq machire; dragl�ne operator; dredge enginem�n; dredge oper�tor; cril-�_:^at with compressor mounted (self-cor.taired) or simi'�ar ty�2 self prcpelled rotary drill (not air tractj ; dr=_li�ng cr boring machine (,rotary - se1=-pr�pe112d; ; fin;�shing mac�ine operator; greaser; heavy equipmer_t robotics operater/mechanic; norizon�al directior.al aril= operator; norizcntal directional drill locator; �eacer-fcrk'�ift - sk_id lcader (a11 '�ypes) ; http://www.wdol.gov/wdol/scafiles/archive/davisbacon/2012/mo l.r6 7/26/2012 Page 7 of 31 Y.cisting engineer (2 active d-umsj ; locomot�ve operator (standard guage? ; mastFr envi_ronmenta' r.�.aintenance necran,�c; mecPanics arld o-�elders (-`ield ar_d p,-ants) ; muckiny �.acnine operator; piledrive operatcr; p,�tman crane or boor-: truck (all types} ; push cat; quad-track; scraoer cperators iall types) ; sho:Tel operato�; side d�scharqe spreacer; s;d?boom cats; skimmer scoop operator; sl=-�-form paver (C;��, R.EX, Gomaco or equal) ; la to�rr.eau rooter (all ti-ler t si ; tcw boat operator; truck crane; u�'�tra high YP� perssure water.jet cuLting tool sys'�em operator/mechan-��; vacuum blasting T.a�hine o�erator/mechanic; �aood and _cg chip�ers (al'� ty:.es) GkOUP 2: "A" Frar..e truck o�erator; bac:c fille� operatcr; boilers (1) ; chip spreader;churn dri11 operata=�; cor.crete mixer operator, sk-ip '-cader; concrete saws (self-propelled) ; c�nveyor c�erator; crusher operator; distributor operator; e'_evating grader operato_; f�rm `-�ac�or (all attachT,ents; ; firema:� rig; floa� operator; fo-m grader operater; hcist;_ng engine (1 drum) ; mair_tenance operator; multiple corr.pactor; paJement breaker, self-propelled h_ydra- haT-rer ;or similar type) ; power shield; paymill operator; pumps; siphons and �e..s; stump cut�ing machir_e; tank car heater o^erator (combin�tion boiler and booster} ; compressor; rcller operator (wi�h or wi'�hou� blades) ; screerir_q an� wasning plant; self-propelled street broom cr sweeper; straw blower; tar.k ��i hea*Er op�r�tor ;ccmbination b%i��r and booster) ; vibrating machine operator (r.ot hanG held) GROU? 3: Oilers GROUP 4: Uiler Driver (Al1 Types) FGOTNOTE: HCURLY PREI�IIUI�IS FOL'�OWING CLASSIFI�ATIONS SHP_LT; R�CEIVE �$1.00) �P�OVE GROUP 1 Ri-�TE: Clamsnells - 3 yd. capacity o� over; Cranes or rigs, 8Q ft. of boom or over (including jib) ; Draylines, 3 yd. capacity cr over; Fiiedrivers 80 ft. or boom or over (incluuing j;-b; ; Shovels & backhces, 3 yd. capacity or over. --------------------------------------------------------- ENGI�"�D1-022 0�/O1j2011 BP.RRY, BARTO�7, CAA9DEN, CEDNR, CHRISTIxN, DADE, DALLA�, DOUGLr�S, �REENE, HI��KCRY, JASPER, LACLEDE, LAt�JRENCE, MCDONALt�, NETr7TGN, OZ�RK, FGLK, ST. CLAIR, STONE, TANEY, VERIvON, WEBSTER P.ND WR�GHT COUNTIES and CITY O'- SPRINGFIELD Ra�es Frir_ges Power equipmenr cverators: GRGUP 1. . . . . . . . . . . . . . . . . . . . .$ 26.�i 11.81 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 2o.3b 11.81 .� r ll.�`1 GF�OUP ?. . . . . . . . . . . . . . . . . . . . 20.16 GROliP 4. . . . . . . . . . . . . . . . . . . . .$ 24.11 11.81 P069ER EQIIIPMEN� OFERn'IGRS CL'�SSIF'ICATICNS http://www.wdol.gov/wdol/scafiles/archive/davisbacon/2012/mo 1.r6 7/26/2012 r Page 8 of 31 �RCUF l: Asphalt finish�r_c mach-_n2 & trench widening s�reader; asphalt plant console cperatcr; au�ograder; autem.atic slipform paver; bGckr:oe; b'�ade opera�or - all types; boat operator - tow; boilers-2; central mix concrete plant operator; clamshell ope�ator; �cncrete mi::er paver; crane eperator; derr.icx or de-rick trucks; ditchi,g ma�hine; dozer cpera�or; d_raglire operator; dredge boos'�er pu-.p; dredge engineman; ci=edge operatcr; dri�l cat with compress�r mosnted on ca_; drillir.g or tior�-ng �cchine rotary self-propel=ed; highloader; hois:,�ng engine - � active druns; launc� hammer �.=heel; locomot�yve cp�rator; - star.dard �uage; mecha:�ic and welders; mucking �:acnine; o`L-read tru�ks; Yiledriver operator; pitman crane ope_ratcr; pusn cat operator; quad trac; scoop e�erator - all types; sh�vel operator; sideboom cats; sk,�_-�uner sccop ope�:.tors; trenching maehine operato�; truck crar_e. GROUP 2: A-fraM.e; as,.�halt not-mix silo; asphalt p-lant fir�mar_ (drum cr boi].er) ; asphal� plant man; aspha��t p'ant man; asphalt plant r,-xer opera�or; asphalt roller cperator; bac�{filler operater; Aarber-qreene loader; boat operatcr (bridges ar_G dams) ; chip sti?-eader; concrete mixer operator - s'.sip loader; cor_crete p-'-ant opera�or; concrete pump opera�or; cru�her operator; dredge oiler; elevating grader cpera�or; fork l�_ft; greas2r-fleet; hois�ing engine - l; locomctive operator - r_arrcw gauge; mul�iple compactor; pavement breaker; po�erbrccr�. - self-propelled; power shield; roote-r; �ide u�-scharge .�cncrete spreader; siip -^orm finishing machir.e; stumpcutter T.ac�ine; �hro��le man; tracte~ operator (ocer sC r..p. ; ; wir,cn truck. GROJP 3: Bcilers - 1; chip sp.reader ;iront man) ; chu�n drill cperator; clef plane operator; ccn:-rete saw opera�or (self- �aro�elled) ; curb finishinq machir.e; d-�stributor opera�or; finisning machine operator; fiex plane eperator; float o�erator; form grade= operator; pugr,.-.��1 ocerator; roller o�erator, other than high type aspha�t; screening & washing p'-ant operatcr; siphons & jEts; sub-qrad��ng mac:�ine o��rator; spreader box cperator, self-prope�led ;nct as�halt) ; tank car heare� operator (coTb-_naticn boiler & bocster) ; trac�or operator (50 h.p. or iess; ; iiimac, ulric or s'�milar spreader; vibr�ting machir.e op2ratcr, nct nand; GROIIF 4: Grade checker; Oiler; Oile-�-Driver HOURLY FRE�9IUT�IS: The fcllowing classi.fica�ions shall recei�e $ .�5 aba��e GRCuP 1 rate: Clamshe-'�ls - 3 yds. or over; Cranes - Rigs or Piledrivers, lOC ft. cf �ocm or over (including ;i.b) ; Draylines - 3 yds. or cver; Hoists - each additional active dr�;m over 2 dru:ns; S:�ovels - 3 yds. or ove�; The following classificaticns shall receive $ .50 above GROUF 1 rate: Tandem scoop op2rator; Cranes - Rigs or Piledrivers, 150 ft. to 20G =t. o� bcom ('_nc�'�uding jib) ; Tandem sccop. http://www.wdol.gov/wdol/scafiles/archive/davisbacon/2012/mo l.r6 7/26/2012 Page 9 of 31 The =o-ilowing classifications shall rece--v2 S .?5 aucve GROU? 1 rate: Crar.es - Rigs or Filedrive�s, 2G0 i�. o= boc-. �r over (ircludir.g j--��. ) • -—----------------------------------------------------- ENGI0513-00�' 05/04/2011 �'RANKLIN, JEFE'ERSvN, LIN�:OLN, ST CY,AR'.,ES, AND WARRE�N �OUN'�IES Ra�es r-i.rges Power equipmert operators: GROUP i. . . . . . . . . . . . . . . . . . . . .$ �9.11 21.36 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 29.11 21.36 GRdUP 3. . . . . . . . . . . . . . . . . . . . .$ 2�.21 21.36 GROUP 4. . . . . . . . . . . . . . . . . . . . .5 23.7� 21.�6 PCG]ER EQUIPI�IENT OPE�'rORS CLASS-F�Cp�'IONS GROUP 1: Bcckhce, Cab1e; Backr;,e, Hydraulic l� cu yds bucket and under -�egardless of �ttGch�ent, cne oiler for 2 or 3, two oilers for 4 through 6) ; Backh_oe, Ilydraulic over 2 cu yds; Cableway; Cr�ne, CYawler or ?'ru�k; Crane, Hydraulic - Truck or Cruise� mounte�?, 16 tons anri cver; Crane, Locomotive; crane with boom including j_b over. 100 ft from. �in to pin; Crane using roc;c sock_et tcoi; Cerrick, Steam; D�rric;k Car and Derrick Boat; U_ragline, ? cu vds and over; D-red~e: da'1, Crawler or. r;-"e mourte�; T.c�o�otivF, Gas, y Gra L Stea_r. & other powers; Pile llriver, Lard er Floatin�; Scoop, SkiIC'��•..22"; Ji10�'21, Fower ,EZeCt'_"'iCj �dS� 5t.E3i:: O� Ot71:Y' 7�0'v:cYS� � JhOVCl� POW2T' ��i Cll `y'�S eP.Cl OVET;� ; .`��.W1C�1'i �C?t; �:h��r�'�ev; Air Tagge-r witt-i air c�mpresscr; Ar_chor F_a�--::g Barge; Aspnalt Spreaker; Ar_ney �'o�ce Feeder Loau2r, self-tirepelled; Backfilling Machine; Boat Operat�r - Fush Boat or Io�� L�oat (jo� site) ; Boiler, High Pressure Break=�ng ir. Period; Boom Truck, Placing or Erectir,g; Boring Machine, Footing Foundation; Bullfloat; Chcrry Picker; Combir.at=-on Concrete Hcist and D.i�er +,such as Mixermobilej ; Compresscr, T�.�c 125 CFM and and�r; Compressor, Two through Four over 125 CFM; �ompressor wnen ocerator runs -_hrottle; Concrete Bre�ker (iruck cr �ra�tor mounted) ; Concre�e Punip {such as Pumpere�e mach-_ne; ; Ccnc-ete Saw (self-p�opelledj ; Cor.c�ete SpreaGer; �onveycr, Large ;not selfpropelled) hoisting or movinc brick and cencrete inte, or into and on floor 1ece1, one or both; Crane, Ci:nbing (sucn as Linden) ; Crane, Hydraulic - Rough "errain, self-�ropelled; Crane, Hydraulic - Truck or Cri:;�ser :m�our.teu - under 16 tons; Driiling machine - Self-powered, used for earth or rock drilling or bo=ing (wagor. dr-�lls and ar_y hand dr,�lls obtaining power from other souces inc-��dir_g c�n�rete breakers, ;ackhammers and Barco equipmr_et r.o engineer requ_red} ; Eleva�ing Grader; Enqine P�ian, Dredge; E�cavator cr Powerbelr_ Machine; Finishing Machir.e, sel�- propelled oscillati-±g screed; rorklif'�; Gener�to-s, T�No through Six 30 KG, or over; Grader, Road with power blade; Greaser; Highlift; Hoist, Concre�e and Brick (Brick caUes or concrete ski_Us operating or on tower, Towermcbile, or similar eGuinment; ; Hoist, Three or mo_�e drums in use; Hoist, Stack; Hyuro-Hammer; Lad-A-Vator, hoisting bricK or corcrete; Lcad�ng Mach-�ne sucn as Barber-Greene; I�7echanic on job site http:/Iwww.wdol.gov/wdol/scafiles/archive/davisbacon/2012/mol.r6 7/26/2012 Page 10 of 31 GROUP 2: A-_r Tugger with plan� air; Boiler (fcr power or heating sheii of building or temporary enclosures in connection with construction work) ; Boiler, !emporary; Compressor, One over 125 CFM; Compressor, truck mounted; Conveyor, Large (not self- propclled) ; Conveyor, Large (not self- propelled) moving brick and concrete (distribut?ng) on floor levei; Curb Finishing Machine; Ditch Pavinq P�lacYiine; Elevatcr (outside) ; Endless Chain Hoist; Fireman (as required) ; Form Grader; Hoist, One Drum regardless of size (except brick or concrete) ; Lad-A-Vator, cther hoisting; P�anlift; Mixer, Asphalt, over 8 cu �t capacity; Mixer, one bag capacity or ]_ess; Mixer, without side loader, two bag capacity or more; Mixer, with side loader, regardless of size, not Paver; Mud Jack (where mud jack is used in conjenction with an air compressor, operator shall be paid $ .55 per hour in addition to his basic houriy rate for covering both operations) ; Pug Mill operator; Pump, Sump - se1= powered, automatic controlled over 2"; Scissor Lift (used �or hoisting) ; Skid Steer Loader; Sweeper, Street; Tractor, small wheel type 50 HP and under with grader blade and similar equipment; Welding Machine, One over 400 amp; Winch, operating from truck GROUP 3: Boat operator - outboard motor, job site; Conveycrs (such as Con-Vay-It) regardless of how used; Elevator (inside) ; Heater operator, 2 througn 6; Sweeper, Floo-r GROUP 4: Crane type HOURLY PREMIUP�tS: Backhoe, Hydraulic 2 cu yds or iess without oiler - $2.00; Crane,climbing (such as Linden) - $.50; Crane, Pile Driving and Extracting - $ .50 Crane with boom (including job) over 100 ft from pin to pin - add $.O1 per foot to maximum of $4 .00j ; Crane, using rock socket tool - $ .50; Derrick, diesel, gas or electric hoisting material and erecting steel (150 �t or more above ground) - $ .50; Dragline, 7 cu yds and over - $ .50; Hoist, Three or more drums in use - $ .50; Scoop, Tandem - $.50; Shovel, Power - 7 cu yds and over - $ .50; Tractor, Tandem Crawler - $ .50; Tunnel, man assigned to work in tunnel or tunnel shaft - $ .50; Wrecking, when machines are workinq on second floor or higher - $ .50 ----—-----------------------------------------------------—- ENGI0513-006 05/Ol/2011 ADAIR, AUDRAIN, BOLLINGER, BOONE, BUTLER, CALLAWAY, CP.PE �IRARDEAJ, CARTER, CLARK, COLE, CRAWFORD, DENT, DUNKLIN, G�SCONADE, HONIELL, IRON, KNOX, LEWIS, MACON, MADISON, MARIES, MARION, MILLER, MISSISSIPPI, MONIiEAU, MONROE, MONTGOMERY, MORGAN, NEW MAURID, OREGON, OSAGE, PEMISCOT, PERRY, PHELPS, PIKE, PULASKI, PUTNAM, RALLS, RANDOLPH, REYNOLDS, RIPLEY, ST. FRANCOIS, STE. GENEVIEVE, SCHUYLER, SCOTLAND, SCOTT, SHANNODI, http://www.wdol.gov/wdol/scafiles/archive/davisbacon/2012/mo l.r6 7/26/2012 Page 11 of 31 SHELBY, STODDARD, TEXAS, WASHINGTON, AND WAYN� COUNTIES Rates Fringes POL^72.� �Qll1.pIi PRt O.r'i2?"��LOrS: GROUP 1. . . . . . . . . . . . . . . . . . . . .$ L4.89 21.33 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 24 .59 2�.33 GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 24.34 2,_.33 GROLP 4. . . . . . . . . . . . . . . . . . . . .5 20.69 2'_.3� POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1: Asphalt finishing machine & trench widen�ng spreader, asphait plant console operator; autogracer; automatic slipform paver; back hoe; blade operator - all types; boat operator tow; boiler two; central mix concrete plant operator; clam shell operator; concrete mixer paver; crane operator; derrick or derrick trucks; ditching machine; dozer operator; dragline operator; dredqe bocster pump; dredqe engineman; dredge operator; drill cat with compressor mounted on cat; drilling or boring machine rotary self-propelled; highlcader; hoisting engine 2 active drums; launchhammer wreel; locomotive operator standrad guage; mechanics and welders; mucking machine; piledriver operator; pitman crane operator; push cat operator; guad-trac; scoop operator; sideboom cats; skimmer scoop cperator; tre.^.chino mach_ne operator; truck crane, shovel operator. GROUP 2: A-�'r�me; asphalt hot-mix silo; aspnalt roller operator asphalt plant fireman (drum or boiler) ; asphalt plant man; asphalt plant mixer operator; backfiller operator; barber-greene loader; bcat operator (bridge & dams) ; chip spreader; concrete mixer operator skip loader; concrete plant operator; concrete pump operator; dredge oi]er; elevating graded operator; fork lift; grease fleet; hoisting engine one; locomotive operator narrow guaqe; multiple compactor; pavement breaker; powerbroom self-propelled; power shield; rooter; slip-form finishing machine; stumpcutter machine; side discharge concrete spreader; throttleman; tractor operator (over 50 hp) ; vainch truck; asphalt roller operator; crusher operator. GROUP 3: Spreader box operator, self-propelled not aspnalt; tractor operator (50 h.p. or less) ; boilers one; chip spreader (front man) ; churn drill operator; compressor over 105 CFM 2-3 pumps 4" & over; 2-3 light plant 7 .5 KLvA or any combination thereof; clef plane operator; compressor maintenance operator 2 or 3; concrete saw operator (self-propelled} ; curb finishing mancine; distributor operator; finishing machine operator; flex plane operator; float operator; form grader operator; puqmill operator; rill2r operator other than hiqh type asphalt; screening & washing plant operator; siphons & jets; subgrading machine operator; tank car heate-r (combination boiler & booster? ; ulmac, ulric or similar spreader; vibrating machine operator; hydrobroom. GROUP 4: Oiler; grout machine; oiler driver; compressor over http://www.wdol.gov/wdol/scafiles/archive/davisbacon/2012/mo 1.r6 7/26/2012 Page 12 of 31 =05 C�M cne; conveyor operater or_e; ~�a-ntenance o�erator; puT.c 4" & over one. FOOTNO��'E: HO�JRLY PREMIUMS Backhc2 nydraulic, 2 cu. yds. or ur_der l�ithout e-. Ier - $2.0� Cert=�f=-ed Crane Operator - $1.50; Ccrtifi_ed Hazardous Material Operato~ ,�1.5G; Crane, cii�.bing (such as �inden} - $0.50; C-~ane, �,�le driving and ex�rac'�ing - $0.50; Crar.e, with bocm {izcluding ;ib) over 1C0' �ro� p_n to pin aGd SO.Oi �er foot to maximum of $4 .00; C�ane, using rock socket tool - $0.50; Derr-_:.k, diesel, gas or elec�ric, hoisting materia'� and erecting steel (150' or more above the grourd; - SC.50; Dragl�_n�, ? cu. yds, and o-ver - $0.50; Y:oist, thre2 or more drums in use - $0.5C; Scoop, T_andeT� - $0.50; Shovel, pcwer - 7 cu. yds. or more - $0.5G; Tractor, tandem crawler - $0.�0; Tur_re'_, T.an assig�ed to faork in -.unnel or tur_nel sraft - YC.5O; G�recking, wh�a T�a�hiae is wor;{ing on second floor or h�g�:;er - Y0.5C; ---------------------------------------------------------------- EN��G5�3-00� C^/�4i2011 ST. LC�-S CIi� A�IC CGDNTY Ra:es Frirges �ower equipment c�erators: GROLP 1. . . . . . . . . . . . . . . . . . . . .$ 29.11 21.�6 GR.OUP 2. . . . . . . . . . . . . . . . . . . . .$ 29.11 21.�6 GROUP 3. . . . . . . . . . . . . . . . . . . . .5 27.21 21.36 GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 23.7:, 21.36 POWER EQU-FMEC:`� CFEt�.�,'��'CRS CL;SSIFICATIONS GRGUP l: Backnoe, catile or hydraulic; cableway; c-ane crawler or trucY.; �rane, nydraulic-�ruck or cruise� mour_ted 16 tor.s & over; crane locomotive; derrick, steam; derrick car & derr��cY. k;cat; draqline; dredge; gradall, crawler cr tire mour_,ted; �c�cr.'.ot��ve, gas, steam & o'�her pcwe_�s; pi'_e d-�iver, lar.d or fleat,�ng; scoop, skimmer; shovel, power (steam, aa�, ele�tri� or other powers) ; swi�ch boat; whirley. GROUP 2: Air tugger wiair compressor; anchor-placine barge; aspha�t spreader; athey fcrce feeder loader (self- propelled) ; ba�kfilling machine; backhoe-loader; boat operator-pusr b�at or tcw boat (job site) ; boiler, high p�essure break-�ng in period; boom truck, placing or erectir.a; bor_ng machine, footing foundation; bull- float; cherry picker; camb�.nation concrete hoist & mixer (such as mixer mobile`, ; compressor (when oper.ator r�sns t�rottle) ; concrete breaker (tru�k or tractor mounted) ; concrete pump, such as pump-crete ma�h;ne; concrete saw (self-propelled) , concrete spreader; conveycr, larqe (not self-propelled) , hoistir_g or moving br=�ck and concrete in�o, or into �nd on http://www.wdol.gov/wdol/scafiles/archive/davisbacon/2012hno 1.r6 7/26/2012 Page 13 of 31 flocr level, one o� both; crar.e, nydraulic--'�ough terrain, self-propelled; crane hydrau'_i�-truck or cruiser mounted-under_ 16 tons; dri�ling macnines, self-powered use for earth or rocc drilling or boring (wagon drills r.d -any hand drills obtaining pocaer =roT: other sources includir.c concrete breakers, jackharuriers and barco equipment-no engireer requi�edi ; elevGtir_c arader; engineman, dredqe; excavator or po��erbelt machir_e; fin-shing macnine, self-propelled oscillating screeu; ferklift; grader, road w�t� poYrer blade; highlift. greaser; hoist, stac;c, hydre-haruner; loading machine {such as :^ar'tier-greene) ; machani�, on �ob si�e; mixer, pipe �.rap?�ing machines; p1Gr_t asphalt; ^lant, concrer.e p-oducirg or ready-miy �ob site; plant heating-�ob si�e; plant :r�ixina-jo� site; plant power, generating-�ob site; pumps, two through s;�x self-po�r.�ered cver 2"• pumps, electric subme�sible, twc tnrcugh six, o•ser 4"; cuad-track; rotler, asphalt, top or sub-grade; scoop, tractcr drawn; s�reader box; sub-graaer; t=_e tamper; tractcr-crawler, or wneel type with or without po�.yer uni-" power take-offs and attachmen�s regardless cf size; trenching ^��achine; t�anne]. boring machine; v_brating machine auto��atic, automatic propelled; weldinq rnach�_nes ;gasoline or d��ese-i t�ao throagn six; well drilling rnacr=ne GROUP 3: Conveyor, large (no'-� self-propclledj ; ccnveyor, l�rge (r_ot se�f-crcpelled) moving b-�ick �r_d concret2 distributing; �n flcor level; mixer two c:� mcre TM.:xers of cr_e bag capacit_y er 1Gss; air �ugger w/plant air; boiler, for power er rieat;�ng �n �onstruction projects; boiler, temporary; compresscr ;n:ounted on truck; curb �inishing machir,e; ditcr. pav=�ng machine; eleva+or; endless crain noist; rorm arade-r; h�ist, cne drum rega-rdless o` s�ze; lad-a-vator; mar_��ft; ��-�-xer, asphal�, ove-r � cu. -t. capacity, witl-iout s-�de ieader, 2 bag capaci'=y or more; mixer, caith side lca�er, regardless of size; puq mili operator; pump, sump-sel'-pew�red, automatic controtled over 2" during use in conr.ection with cons�ruction work; sweeper, street; welding machine, one over �00 amp. ; winch operar.ing from truck; scissor '-ift ;used for hoistingj ; tracto�, small wheel type 50 h.p. & ander with grader blaae & similar equipmer.t; O�ler on dredge and cn truck c-�ane. GROUP 4: Boat operator-cutboar^ *notor (;ab sire; ; cenveyor lsuch as con-vay-it) regaruless cf hcr: used; sweeper, florr EiGU'_�LY PREI7IUNIS: Backhoe, hydraulic 2 cu. yds. or under without oiler �2.00 Certified Crane Ope�ator 1.50 Certified Hazardous Material Operator 1.50 Cra~�e, climbing (such as �inder.; .50 Craae, pile driving and extractir.g .50 Cranc, with boom (including jib) over 100' (from pin to pin) add $.O1 per foot to maximum of 4•�� Crane, using roc;c soc:set `ool .50 Derrick, diesel, gas or elecrric, ho_sting material and erec�inq steel (i50' or more above ground) .50 Dragline, 7 cu. yds. and o�rer .50 http://www.wdol.gov/wdol/scafiles/archiveldavisbacon/2012/mo l.r6 7/26/2012 Page 14 of 31 Ho-st, t�:ree (.5) or mcre d_urns ;�n ��se .50 Scoop, �'andem •5� ShoJe�-, pcwer - 7 cu. yds. or more .50 Tract�r, tandem crawler .5Q Iunn�'_, nan assigned �o wo_k ir_ tunnel or tunne= shaft •5� v�reck-'�ng, whe� machine is wcrkir.q en se�onc f"�oor or higher •�� ---------------------------------------------------------- IR.��N0010-v�_2 J�101I2012 Rates Fringes Ironworkers: ANDRE�7, ATC�IISON, BARTON, BA1ES, BENTCN, CALDWE�L, GP.N_GEN, CA3RCLL, CEDAR, CHARI^lON, C�RISTIAN, �LINTGN, COCPFR, DADE, DAT,LP.S, DAVIESS, DF KALB, GEN_RY, GR^�N�, GRUNDY, HP_RRISON, H�NRY, HICKORY, HOL�', HO`rIARD, LACLEDE, L_NV, LIVINGST�N, MERCER, �ONITEAU, MC�GF�N, NODAWAY, FET1'IS, POLK, PUTNAM, RP_i�IDLOPtl, ST. CLr'�IR, SAL=NE, SULLIV.�N, TANEY, VERNGN, WEBST�R, t�IRIGHT and �NORTH Counties and �crtio�s of ADAIR, BOONE, ULACCV, MILLER and RANDO�DH Ccunties. . . . . . . . . . . . . . . . . . . .$ 26.00 25. 60 BUCHANAN, CASS, CLAY, JACKSON, JOHNSON, LAF�?�ETTE, PLATTE fiND RAY C�unties. . . . . . . . . . . . . . . . . . . .$ 29.00 25. 60 ---------------------------------------------------------------- �RON032�-002 08/O1/2009 DOJGLAS, HCVJELL and OZARK COUNTIES Rates Fringes Iron•,�orker. . . . . . . . . . . . . . . . . . . . . . .$ 18. 10 "'�.2. 34 --------------------------------------------------------------- =RC�;0396-004 Ol/02/2012 5T. LCUIS (City and Coun�y) , ST. CHARLES, JEFFERSON, IRGN, FRANKLIN, LINCOLN, WARREN, WASHINGTON, ST. FF�P.NCO-S, STE. GENEVIEVE, and REYNOLDS Counties; and portions o� �viADiSON, FERRY, BGLLINGER, UTAYNE, and CARTER Counties Rates Frir.ges Iron•r;orker. . . . . . . . . . . . . . . . . . . . . . .$ 31.98 ^_o,l-, ---------------------------------------------------------------- IRCN0396-009 O1/02/2012 http://www.wdol.gov/wdol/scafiles/archive/davisbacon/2012/mo l.r6 7/26/2012 Page 15 of 31 AUDRAIN, CALLAWAY, COLE, C�AW�ORD, DENT, GASCONADE, MARIES, MONTGOMERY, OSAGE, PHELPS, PIKE, YULASKI, TEXAS and WRIGHT Counties; and portions of BOONE, CF,MDEN, DOUGLAS, HOWELL, LACLEDE, MILL�R, MONROE, OREGON, SHANNON and RALLS Coun�ies Rates Fringes Ironworker. . . . . . . . . . . . . . . . . . . . . . .$ 2i.51 19.55 ----—-------------------------------------------- IRON0577-005 08/O1/2011 P.DP.IR, CLARK, KNOX, LEWIS, NiRCON, MARION, MONROE, RALLS, SCHUYLER, SCOTLAND, AND SHELBY COII�ITIES Rates Fringes Ironworker. . . . . . . . . . . . . . . . . . . . . . .$ 24.00 16.31 --------------------------------------------------- * IRON0589-004 06/O1/2012 BARRY, JASPER, LAWRENCE, MCDONALD, NEWiON AND STONE Counties Rates Fringes Ironworkers: . . . . . . . . . . . . . . . . . . . . .$ 22.70 12.28 ----------------------------�-------------------- IRON0782-003 05/O1/2012 CAPE GIRAR�r�73U, MISSISSIPP�, NEW MADRID, SCOTT, & STODDARD Counties; and portions of BOLLINGER, BUTLER, CARTER, DUNKLIN, MADISON, PEMISCOT, PERRY, RIPLEY, and WAYNE Counties Rates Fringes Irorworkers: Locks, Dams, Bridges and other major work on the Mississippi and Ohio River only. . . . . . . . . . . . . . . . . . . . . . . .$ 2.9.39 20.03 All Other Work. . . . . . . . . . . . . .$ 23.67 17 .�9 ------------------------------------------------- LAB00042-003 03/07/2012 ST. LOUIS (City and County) Rates Fringes LABORER Plumber Laborer. . . . . . . . . . . . .$ 28•87 12.62 ------------------------------------------------- LAB00042-005 03/07/2012 ST. LOUIS (City and County) Rates Fringes LABORER http://www.wdol.gov/wdol/scafiles/archive/davisbacon/2012/mo 1.r6 7/26/2012 Page 16 of 31 Dynamiter, Fowde~mar.. . . . . . . .$ 29.37 �2.62 Laborers, �laggers. . . . . . . . . .$ 28.87 12.62 4drecking. . . . . . . . . . . . . . . . . . . . S 28.75 12.62 -------------------------------------------------------------- LABG042�-002 0�/O1/20G9 Ratcs Frinqes LABORER P.DAIR, AUDRF�IN, BOONE, ��LLAWAY, C�RITON, C�ARK, �OLE, CGOP�R, HOV7ARD, IR^vN, KNOX, L'�WIS, LINN, `�lA�ON, Iv.ADISOU, 1`�RION, M_LLER, �ONITEAU, MONRQE, PERRY, PIKE, FJTNAM, RALLS, RP.NCOLP:I, REYNOLDS, ST. FFiANCCIS, ST�. GENEVIEVE, SCHUYL�R, SCO^_LP.ND, SHELBY AND SULLIV'AN COUN_'�ES GROUP 1. . . . . . . . . . . . . . . . . . . .$ 24 .56 9.29 GRODP 2. . . . . . . . . . . . . . . . . . . .$ 25.16 9.29 BOLLINGER, BCTLER, CAPE GIF.ARDEAU, CP_R^_ER, C�WFORD, DEN�', DliNKLIN, GASCONADE, HOLvELL, ^"�RI�S, T�IISSISSIPP�, CdEG: NIIDR.iG, OREGON, OSA6E, PENIISCOI`, PHELPS, PDLASKI, R�PLEY, SCOTT, SHF.NNON, STODGP.RD, TEXAS, 6�It�SHINGTON P.ND WAYNE CQliNTIES GROU� 1. . . . . . . . . . . . . . . . . . . .$ 24.50 9.29 GROUP 2. . . . . . . . . . . . . . . . . . . .5 25.16 9.29 FRANKLIN COUNTY GROUP 1. . . . . . . . . . . . . . . . . . . .$ 26.Oi 9.29 GROUP 2. . . . . . . . . . . . . . . . . . . .$ 2E. 6i 9.29 JEFFERSON COUNTY GZOUP i. . . . . . . . . . . . . . . . . . . .5 26.06 9.29 GROUP 2. . . . . . . . . . . . . . . . . . . .5 26.66 a.29 LINCOLN, I�IONTGOMERY AND VIARREN COONTIES GROUP 1. . . . . . . . . . . . . . . . . . . .$ 24.81 9.29 GROUP 2. . . . . . . . . . . . . . . . . . . .$ 25.41 9.29 ST.CHARLES COUNTY GRCUF 1. . . . . . . . . . . . . . . . . . . .$ 27 .33 9.29 GRCUF 2. . . . . . . . . . . . . . . . . . . .$ 27.3� 9.29 LABORERS CLA�SIFICATIONS GROUP 1 - General laborer-flagman, carper.ter terders; sa'aTander Tenders; Dump Man; Ticicet Takers; ioading trucks ur_der bins, :�oppers, and conveyors; track man; cement handier; dum� man on earth fill; georgie buggie m.an; materia-� bat�h nopper man; spreade� on asphalt machine; mater;_al mixer man (except on manholes) ; co=fer uams; riprap pavers reck, block or brick; scaffolds over ten feet not se�.�-supported from grouad up; skip man on cor.crete pavir.,; w-re mesn setters on concrete paving; all work in http://www.wdol.gov/wdol/scafiles/archive/davisbacon/2012/mol.r6 7/26/2012 Page 17 of 31 COriri2CL10i1 W1�r1 S2w�T� b�idteY'� CJdS� U�"aS0_i i pa�� O_.i� uY�?1P,3�'� pipe, cor_duit pipe, tile and duct lines ar.d ali other pi.ce lines; power tcol cperator; all worK in cornectior_ ti�ith hydraulic or generai dr�dging operations; form setters, puddlcrs (pGvinq �nly) ; straw blcwer nozzlemar.; aspY�a��t plant plat=orrt man; chuck tender; crusher `eeder; men handling creosote t-_es cr creosote ma�eriGls; men work_ng wi�h ard handlir_c ep�xy material; toppe� of star.dir.g trees; feeder man or. �•:�ood pu'_ver'_zers, board and willow mat weavers and cabelee t>ers cn ri-ver work; d2ck hards; pi�'_e dike and revetmer_t work; a�'�l la'wcrers wo-�king on underground tunnels =ess tha� 25 ft. where compressea a�r is no� used; abutemer_t ana v--er hole men workina six (6; ft. or more belcw ground; z�en wcrkinq in coffer dams �cr bridge p�.ers ar.d `ooting in the r_iver; barco �ampe-r; jackson or any otrier si�ilar tamp; cu�ting rorch man; liners, cu�b, cu�ters, :itch ] ;�nes; ho: mas_ic kett_lemer.; hot �ar applicato�; har.d b-'_adc operator; mortar reen or brick or block mar.holes; rubbing concrete, air tool opera�or under 65 lbs. ; caulker and lead man; chaii� or concreLe saw under 1� h.p. ; s�gna�- Gan; Guard rail and sicr. erectors. GROUP 2 - Skilled laborers - J�brator man; asphal� rake-•�; head pipc layer on se�-ver wo�k; batterboard man on pipe ard ditch vaorx; cliff sca'lers work'_n, frcm bosun's chai�s; scaifolds or plctforms on �.�a-rs or power plan�s over 10 ft. '-�ig�; air tool ope-a�_or over 65 ''_bs. ; s�ringline man on concrete paving; sardblast mar.; -�aser beam man; v�agan drill; churn d�ill; air track dr=_-_i and al1 other simila~� type drills, gunite nozzle mar; pressure grout man; screed ma� on asphalt; conc=ete satia 15 h.p. and o�er; yrade checker; strigline m�n on electranic qrade contrcl; manhole builder; dynamite inan; powder mar.; w�?der; tunnel man; waterblaster - 1000 psi o� ocer; asbestos and/cr hazardous waste removal and/or disposal -------------------------------------------------------------- LABC05�9-005 05/C1!2012 Rates :ringes LABCRER {ANDR�I^�, ATCHIS�JN, FtiCHP_'VAN, CALDt^IELL, CLINTON, D??VIESS, %ET•tF1LB, GENTRY, GRJNDY, HARRISON, HOLT, LIVTNGSTO�I, �1�RCER, PIODAWr�Y and ��GRT� CGUNTIES. } GROJF 1. . . . . . . . . . . . . . . . . . . . .$ 23.89 __.39 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ �4.24 -i1.39 LP.BGRER (BP_RRY, BI�RTON, BA'�ES, BENTCN, CAMDEl`I, CARRCLL, CEGAR, CHRISTIAN, DPDE, DALLP_S, DOUGLAS, GREENE, HE�1RY. HIC�ORY, JASPER, JOHNSOV, LI3CLEDE, LP_itiREP�CE, �9CDGNALD, I�10RGF�iQ, NEWTQN, GZARK, PETTIS, PO�K, ST.CLAIR, SALINr�, STONE, TP.NEv, VERNON, 4dEBSTER and TnTR.IGHT COUNTIESj http://www.wdol.gov/wdol/scafiles/archive/davisbacon/2012/mo l.r6 7/26/2012 Page 18 of 31 G3CUP 1. . . . . . . . . . . . . . . . . . . . .` 22.2�i li.z�:: GR.CUP 2. . . . . . . . . . . . . . . . . . . . .5 22.�9 11.2� LABCRER (,LAr:=�YET`PL CvUi�_'.�) GRGUP 1. . . . . . . . . . . . . . . . . . . . .a 23.�9 11.�9 GROJP 2. . . . . . . . . . . . . . . . . . . . .$ 2� .14 11.�9 LABORERS CLA�SIFI�A�ICC3S GRQC,P -_. General Laborers - Garpe:�ter ter,ders; sa'-amander ter_aers; loading t�ucks under bins; hoppers & conveycrs; track �.en & all other ger.era- -ia:orers; air tool o��rator; cemer.t handler-bulk or sack; :~uT.p man cn earth ti,_l; ceorg�e buggie man; material batch hopper man; mater=_a-'_ mixer r.lan (e�;cept on marho�es; ; ccffer dams; riprap pavers - rcck, b'_•ock or brick; signa_ man; scaffolds over ter f�et not seif-supporLed from grour_u up; skipman on concrete paving; ��-ire mesh setters on corcrete paving; all work ��n connectien with sewe�, water, qas, gasoline, oil drairage pipe, cor.duit pipe, tile ar.d duct l;_nes and all other p:p� lines; po�er tool operator, all work in �onnection 4eith hyd-�aulic �r g2neral dredqing operati.ons; psddle-rs (pGvir_g only) ; straw blower noz.:lemar.; aspha?t plant pla�form man; chuc:� tender; crus_�er feeder; mer. rand�-ng creosote ties or creosote rnaterials; men wo=kina with and handling epoYy ma�eri?1 or ^.at2rials {whe_~e special prot�ction is requiredj ; rucb=_r_g concrete; topper o� standing �rees; ba'��er bo�_d man on pipe and ditch work; feeder man on wood pulz�e�izers; board and vaillow ma� weaz�ers and cable tie_rs on river we-k; aeck �anda; pile dike ar_d revetmen-.. work; all labo_~ers saork=�ng cn underground tur:r.c'�s --ess than 25 feet where compressed air is no� used; abut^.ent a�d pier �ole men iaorkir.g six ('o) feet or more below grcund; men working in co�-=er dams for bridge pie=s and fe�tings in the ri��er; ditchlirers; vressure grou�men; caulker; chain or concre�e saw, cli=fscalers working from sca=foids, bos�ans' chairs or platforms cn dams or power plants cver ;10) feet above ground; mortarmen en brick or block mar.hc--es; toxic and 'nazardous waste work. C-RCJF 2: Sk� lled Laborers - :Iead pipe laye= on sewer work; laser beam man; Jackson or any other similar tamp; �utting t�.r�h man; form setters; liners and stringline men on cen�rete paving, curb, gutters; hot mas�ic kett]e;nan; hot tar aotilica�or; sandb'�asting and g��ite nozzlemen; air tool cp�rator in tunnels; screed ,<<an cn asphal� machir_•e; asphalt raker; �3YCO tampe-r; churr. dr.i'�ls; air track d=i11s anc. all s'_�:;�'-ar drills; vib�ator r.�an; str;�ngline man for electrcni:- arade centrol; manhole builaers-bri�k or block; dyr_ar:.ite ar.a pcwder men; grade checker. -------------------------------------------------------------- LABOC663-002 04/Ol/2011 CASS, CLAY, JACKSON, PLr�TTE P.ND RAY �OUNTIES Rates Fringes LABORER GROC;P 1. . . . . . . . . . . . . . . . . . . . .$ 26.64 12. 49 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 27.85 12.49 http://www.wdol.gov/wdol/scafiles/archive/davisbacon/2012/mo l.r6 7/26/2012 Page 19 of 31 LABOR�RS C�ASSIFICP.TIONS GRCDP 1: Gene�al labor�rs, Carpen_er ter_ders, salamander te�ders, loading tr�ck� under bir.s, hoppers and �o�veyors, track men and G11 other �eneral laborers, air tool operator, cement har.dler (bul� or sack) , cha-n cr concre�e saw, deck hands, dump mar. on ?arth fill, Georgie Bagg�es .m,an, material ba=ch hopper ^�.an, s��ale mar., mater--al mixer man ;ex�ept on manholes) , ccffer dams, abutmer.ts and pier h�'-e T,en :�orkir.g below grcund, r-prap pave�s rock, black or br_ck, signal ztian, sca��olus over ten feet not se�f-su�.,crted from g�our�c uo, sk�-pman cn concrete tiavi�g, wire mesh setters on cencretc= pav;�ng, a11 wo�k in connect=_cn �ith sewer,water, cas, gas�linq, oil, �ra_nage pipe, cenduit pipe, �ile ar,d duct lines and a17. other pipelines, po�s�er �ool cperator, a�l work in connect-�cn with hydr�ulic or general dredgir.q operations, straw blower nozzleman,asc'�ialt plan` plat_"orm r�.an, �hac:'�c tender, crusher =eeder, rnen handliag creosote ties on creosote materiais, men work=�rg with and handling epoxy :naterial or materiais (where specia-i �rotection is �equired) , topper of star_u=_ng trees, batter board man on pipe and d,_tcn work, feeder man on wood pulverizers, board and wi11o�,� T.at weavers and cab'-e tiers or_ river wcrk, dec;c hands, pile d�ke and re��etmert vacrk, all laborers working on undergrovr_d tunnels less thar 25 feet where compressed ai-f is not used, abutmen-� and pier hole mcn taork�ng six ;6) fee� cr more be-�ow gro�sr.d, men wc�kiz�g in co=�2r dams for bridqe pie�s and footings in the ri�er, ditch�lrers, Nressure qroutmen, caulker a:d chain or coner=te saw, c�i--ffscalers working f�om scaff�lds, bosuns' chairs o- plat�cr:ns cn dams or power plants ovnr (10) feet abave ground, mortarmen on bricx o= bloc;c T.anholes, signal man. GROC7P 2: Sk=-11ed Laborer - spreader or screeu man on asphal� machire, aspha-'_t raker, grade checker, vibrator man, concrete saw over � np. , las?r beam man, barce tamper, jackson o-r any otrer G�m; lar tarno, wagon d_i11er, c'nurn drills, air track dril-s and other similar dril;s, cutting torch man, fo:m setters, liners and stringlir.e men cn concret� paving, curb, gutt�rs and etc. , hot mast�-c ket}leman, ho� ta= appl;ycatcr, na�d blade operators, mcrtar men on bric:�c o_r b1_ock manc�-'�es, sand blasting ar.d gunnite nozzle men, rubbing cor_crete, air tool operator i.r_ tunnels, nead pipe layer on sewer wcrk, �an'-��le builder (br�ck or blcck) , dynami�e and pawder T.er.. ---------—---------------------------------------------- P�_N0002-002 O9IV1/200/ CLARK, FFcl�NKLIN, JErFEhSON, LEG��IS, L�NCvLN, IN�pION, PIKE, RP_LLS, ST. CHARLES, ST. LOUIS (�ITY & COJNTY) , �ND tVARREN COUNi`IES Rates Fringes Painters: Brush and Roller; Tape�. . . . .$ 2�.61 10.24 High work cver 50 fee�. . . . . ,$ �9.11 10.24 Lead P.:,ratement. . . . . . . . . . . . . .$ 29.36 10.24 http://www.wdol.gov/wdol/scafiles/archive/davisbacon/2012/mol.r6 7/26/2012 Page 20 of 31 Pressure Rolle�; High work under 60 ft. . . . . . . . . . . . . . . . .$ 28.86 10.29 Spray & Fbrasive Blastir.g; F]a�er Blastinu_- (Over SCOG ?SI) . . . . . . . . . . . . . . . . . . . . . . . .5 30. 6�_ 10.24 Taper (Ames Tools & Bazooka) . . . . . . . . . . . . . . . . . . . .5 30.2-_ i0.24 --------------------—------------------------------------- PAIIQ0002-006 04/O1!2G11 ADAIR, AUDRAIN, BOONE, CALLAWP_Y, CHP.RiTGN, COLE, GASCONi-�DE, HOV7ARD, KNOX, LINN, NIPCON, MONROE, MOI�TGOM�RY, OSAGL�, PUTNFS�I, �N�OLFH, SCHUYLER, SCOTLAND, SHELBY AND SJLLIVAN COUNTIES and the City cf Booneville. Rates `rrir_�:2s Painters: Bridges, DGms, Locks or ?owerhouses. . . . . . . . . . . . . . . . .$ 22.8U 10.8� 3rush and Roll; Tapinc, Paperhanging. . . . . . . . . . . . . . . .$ �0.80 10.87 �poxy or Any Two Part Coating; Sandblasting; �tage or other F,erial LVork - Pla�forms over 50 �eet high; �ead P.oatement, , , , . , . ,$ 21,80 10.87 Spray; S�ructural. Stee1 (over �0 feet) . . . . . . . . . . . . . .$ �1.30 10.87 Tapers using Ames o- Comparable Tools. . . . . . . . . . . .$ 21.G5 10.8' -------------------------------------------------------- PAIN0003-004 04/O1/2011 CASS, C�AY, CLINTON, JACKSON, JOHNSON, LP_FAYETTE, PLATTE & RAY CCUNTIES Rates =ringes Painters: Bridgeman; �ead AbGtement; Sandblas�; Storage Bir_ & Tanks. . . . . . . . . . . . . . . . . . . . . . .$ 29. 93 14 .04 Brush & Roller. . . . . . . . . . . . . .$ 28.31 1�.0� Drywall. . . . . . . . . . . . . . . . . . . . .$ 28.5� 14.0� Paper Hange_r. . . . . . . . . . . . . . . .$ 28.�1 14.0� Stageman; Beltman; Steelman; Elevator Sha_`t; Bazoo;ca, Boxes and Power Sander; SpraymGn; Dipping. . .$ 29.43 14.04 Steeple;ack. . . . . . . . . . . . . . . . .$ 3�.5C 14.09 ---------------------------------------------------------------- PAIN0003-011 04/Ol%2011 BATES, BENTON, CALDWELL, CARROLL, COOPER, DAVIESS, GRJNDY, HARRISON, HENRY, LIVINGSTON, MERCER, MONITEP_U, N_ORGAV, PETTIS & SALINE COUNTIES http://www.wdol.gov/wdol/scafiles/archive/davisbacon/2012/mo 1.r6 7/26/2012 Page 21 of 31 Rates F_ringes Painters: Bridgeman; Lead Abaternent; Sandblas'�; Stor.age Bin & Tanks. . . . . . . . . . . . . . . . . . . . . . .5 24.06 ��4.04 Brush & Roller. . . . . . . . . . . . . .$ 22. 6i -'-�,�q Drv�,aa11. . . . . . . . . . . . . . . . . . . . .$ 22.84 "_4.04 PaU�r Hanger. . . . . . . . . . . . . . . .$ 23.07 14. 04 Stageman; Beltman; Steelman; Ele�Tator Shaft; Eazcoka, Boxes ar_d Power Sander; Sprayman; Dipping. . .$ 23.56 1��.04 Steepleja�k. . . . . . . . . . . . . . . . . 26.�2 14.04 —-------------------------------------------------------—-- PAIN0098-002 05/O1i2010 ANDRE��', ATCHISON, 3UCHANAN, DE KP_LB, GENTRY, HOLT, IQODh�'dAY & �dORTH COL'NTIES Rates Fringes Painte�rs: B�ush & Roiler. . . . . . . . . . . . . .$ 24 • 93 ll.17 Sandblaster. . . . . . . . . . . . . . . . .$ �5.4� ll.li Steeplejack. . . . . . . . . . . . . . . . .$ 27 ,4� ±1.17 ------------------------------------------------------------ PAIN0203-001 C4/Ol/2010 BARRY, BARTON, �EDAR, C�RISTIAN, DF�DE, DALLP.S, DOUGLAS, G�EENE, HICKORY, HOWELL, JP.SFER, LAPIB-�NCE, MCDOIQALD, NE'vJ`�'C�], CZ�RK, ?OLK, ST. C�AIR, STGNE, TA�1'�Y, VERNON, WEBS'�ER, and DdRIG:3T COUNTIES R.ates =ringes Pain�ers: Finisher. . . . . . . . . . . . . . . . . . . .$ 19. 09 11.06 Painter. . . . . . . . . . . . . . . . . . . . .5 19.26 11.49 Sandblaste_r, I�igh �Iar, Spray Man, Vinyl Han�er, Tool Operato-. . . . . . . . . . . . . . .$ 20.26 11.4G ----------------------------------______------------—---------- FAIN1265-Q03 Q9%Cl/2G11 CANL'EN, CRAWFORD, DENT, LACLEDE, M.ARIES, MILLER, PHELPS, FULP_SKI FiND '1'EXAS COUNTIES Rates Fr'�nqes Pa,-nters: Brush and Roller. . . . . . . . . . . .$ 29 .25 11.71 Flcor Work. . . . . . . . . . . . . . . . . .$ �4 .7� 11.71 Lead Acatemen�. . . . . . . . . . . . . .$ �6.�0 11.71 Spray. . . . . . . . . . . . . . . . . . . . . . $ 25.75 11.71 Structural Steel, http://www.wdol.gov/wdol/scafiles/archive/davisbacon/2012/mo l.r6 7/26/2012 Page 22 of 31 Sandblasting and Al1 Tank Work. . . . . . . . . . . . . . . . . . . . . . . .$ 25.50 11.`]1 Taping, Paperhanging. . . . . . . .$ 25.25 11.71 -----------------------—-------------------------------------- PAIN1292-002 09/O1/2011 BOLLINGER, BUTLER, CArE GIRARDE[�U, CARTER, DUNKLIN, MISSISSIPPI, NEW MADRID, OREGON, PEMISCOT, PERRY, REYNCLDS, RIPLEY, SCOTT, SHANNON, STODDARD and WAYNE COUNT�ES Rates Fringes Pairters: Bridges, Stacks & Tanks. . . . .$ 27.99 10.39 Brush & Roller. . . . . . . . . . . . . .5 23.Q9 i0.39 Spray & Ai�rasive Blasting; Waterblasting (over 5000 PSI) . . . . . . . . . . . . . . . . . . . . . . . .5 25.04 10.39 Height Rates (All Areas) : Cver 60 ft. $0.50 per hour. Under 60 ft. $0.�5 per kiour. ---——--—-------------------------------------------------- PAIN1292-003 09/0]/2011 �RON, MADISON, ST. FRANCOIS, STE. GENEVIEV'F and WASHINGTON COUN'I'IE5 Rates Fr_inges Painters: Bridges, Stacks & Tanks. . . . .$ 27.99 10.39 Brush & Roller. . . . . . . . . . . . . .$ 23.64 10.39 Spray & Abrasive Blasting; Waterblasting (Over 5000 PSI) . . . . . . . . . . . . . . . . . . . . . . . .$ 25.64 10.39 Height Rates (All Areas) : Over 6C ft. $0.50 per hour Under 60 ft. $0.25 per hour. ---------------------------------------------------------------- * PLAS0518-006 03/21/2012 BARRY, BARTON, CEDAR, CHRISTIAN, DADE, DALLAS, DOliGLAS, GRE�N�, HICKORY, JASPER, LACLEDE, LAWRENCE, MCDONALD, NEWTON, OZARK, POLK, ST. CLAIR, STONE, TANEY, VERNON, WEBSTER, AND WRIGHT COUNTIES Rates Fringes CEMENT MASON/CONCRETE FINISHER. . .$ 22.06 8.74 --------------—--------------------------------------------- * PLAS0518-007 04/01/2012 CASS (Richards-Gebaur AFB only) , CLAY, JACKSON, PLATTE AND RAY COUNTIES http://www.wdol.gov/wdollscafiles/archive/davisbacon/2012/mo 1.r6 7/26/2012 Page 23 of 31 Ra�es Fringes Cement Masons: . . . . . . . . . . . . . . . . . . .$ 29.24 14.38 ---------------------------------------------------------------- * PLAS0518-011 04/Ol/2012 ANDREW, ATCHISON, BATES, BDCHANNAN, CLINTON, DEKALB, GENTRY, HEDIRY, HOLT, JOHNSON, LAFAYETTr�, NODAWAY & WORTH COUN`�IES Rates Fringes CEMENT MASON/CONCRETE FIi7ISHER. . .$ 31.08 16.15 -------------------------------------------------------------- PLASQ527-001 09/06/201� Rates Fringes CEI�7ENT MASON FRANKLIN, LINCOLN AND WARREN COUNTIES. . . . . . . . . . . . .$ 27.53 14 .9E JEFFERSON, ST. CHAkLES COUNTIES AND ST.LOUIS (City and County) . . . . . . . . . . .5 28•70 14.56 ----—------------------------------------------------------- PLAS0527-004 06/01/2011 CRAVJFORD, DENT, IRON, I�DISON, N�RION, PHELPS, PIKE, PULASKI, RALLS, REYNOLDS, ST. FRANCOIS, STE. GENEVIEVE, SHANNON, TEXAS, WASHINGTON COUNTIES Rates Fringes CEMENT MASCN. . . . . . . . . . . . . . . . . . . . .$ 25.54 14.48 ---------------------------------------------------------------- FLAS0908-001 05/Ol/2011 BOLLINGER, BUTLER, �APE GIRARDEAU, CARTER, DUNKLIN, HOWELL, MISSISSIPPI, NEW MADRID, OREGON, PEMISCOT, PERRY, RIPLEY, SCOTT, STODDARD, AND WAYNE COUNTIES Rates Frinqes CEMENT N`�ASON. . . . . . . . . . . . . . . . . . . . .$ 24.25 12.40 ---------------------------------------—------------------- PLAS0908-005 03/Ol/2010 BENTON, GALDWELL, CALLAt^7AY, CAMDEN, CARRdLL, COLE, DAVIESS, GASCONADE, GRUNDY, HARRISON, LIVINGSTON, MACON, MARIES, MERCER, MILLER, MONTGOMERY, MORGAN, OSAGE, PETTIS & SALINE COUNIIES Rates Fringes CEMENT MASON. . . . . . . . . . . . . . . . . . . . .$ 25.08 9. 60 ---------------------------------------------—--------------- * PL[7I�0008-003 06/O1/2012 http://www.wdol.gov/wdol/scafiles/archive/davisbacon/2012/mo l.r6 7/26/2012 Page 24 of 31 CAS�, CL[��, JfiC:;�ON, JOfiN�ON, A�1D P;�i�TTE COOPd��E5 Ra�es Fr,�nges Plumbers. . . . . . . . . . . . . . . . . . . . . . . . .$ 3i .45 20.4-i ----------—-------------------------------------------------- P=UM000&-Oi7 QE/Cl/20-�"'� BATES, BENTON, CP_RROLL, H�NRY, LAFAYETTE, CiORGP.iJ, PETT�S, RAY, S1. CLAIR, SF�L=I�'E AND VERNON COUNTIES Ra�es �rir_ges Plumbers. . . . . . . . . . . . . . . . . . . . . . . . .$ 34 .36 2G.41 ------------------------------------------------------------- ?�UM0045-003 09l01/2C"_"- ANDRES^7, ATCHISC'�, BU�HANAN, CALD"vd�LL, CLINTON, DAVIESS, DEKALB, GENTRY, HARRISON, HOLT, NODAWA� AND VJCRTH COUIQTIES Rates Fringes Plumbers ar.d Pipe-itters. . . . . . . . .$ 33. 10 i8. 1G -------------------------------------------------------------- PLU�1C178-0O3 11/C1/2011 BARRY, CEDF:R, CHRIS�IP.?�, DADE, GALLAS, DOUGL�S, GREEtar., :-i1C{ORY, LAC�,EDE, L?:inRENCE, POLK, ST0�1�, TAN�Y, t^7EBSTER AND k7RIGHT COUNTIES R.ates -ringes Plumbers and Pipefitters. . . . . . . . .5 26,75 14.32 -------------------------—---------------------------------- FLUD401?8-U06 11/O1/2011 BARTON, JASPER, [�ICDONALD AND NE4�"_'ON COUN�InS Rates Fringes Flumbers and ?ipefitters Projects $i50,G00 & ur.der. . .$ 23.7II 14.32 Pro;ec�s ever $750,OG0. . . . . .$ 26.75 14.32 ---------------------------------------------------------------- PLUMC533-Q04 Ob/Ol/2011 BATES, 3ENTOT], CARRCLL, CASS� CLAY, HENRY, HiCKCRY, J�CKSON, JCH�ISCN, LAFAYETTE, MORGAN, PETTIS, PLAITE, RAY, SALIN�, ST. CI:AIR AND VERNON COUNTIES Rates Fringes Fipefitters. . . . . . . . . . . . . . . . . . . . . .5 39.58 19.0? ------------------------------------------------------------- PLUr70562-00� O1/01/2012 http://www.wdol.gov/wdol/scafiles/archive/davisbacon/2012/mo l.r6 7/26/2012 Page 25 of 31 ADAIR, AUDRAIN, BOLLINGER, BOONE, BUTLER, CE�LLAWAY,CAMDEN, CAPE GIRARDEAU,CART�R, CEARITON, CLARK, COLF, COOPER, CRA�AFORD, DENT, DUNKLIN, FRANKLIN, vASCONADE, GRUNDY, HOWARD, HOWELL, IRON, JEFFERSON, KNOX, LEWIS, LINCGLN, LINN, LIVINGSTON, N�.CON, fdADISON, MARIES, MARIOI3, MERCER, MILLER, MISSISSIYPI, MONITEAU, MONROE, MONTGOMERY, NEbV MADRID, ORLGON, OSAGE, PEMISCOTT, PERRY, PHELPS, PIKE, PULASi{I, PUTNA^�, RALLS, RANDOLPH, REYNOLDS, RIPLEY, S'P. CHARLES, ST.FRANCOIS, STE. GENEVIEVE, ST. LOUIS, SCHUYLER, SCOTLAND, SCOTT, SHANNON, SHELBY, STODDARD, SULLIVAN, TEXAS, WARREIQ, WASHING�ON,AND WAYNE COUNTIES. Rates Fringes Plumbers and Pipefitters Mechanical Contracts includirg all piping and temperature control work $7.0 million & under. . . . . . . .$ 32.91 17.79 Mechanicai Contracts including a11 piping and temperature control work over $7.0 million. . . . . . . . . . .$ 39.25 23.18 -------------------------------------------------------------- PLUM0562-016 O1/Ol/2012 CP.MDEN, COLE, CRAWFORD, FRANKLIN, JEFFERSON, MARIES, MILLER, 1�10NITEAU, OSAGE, PHELPS, PULASKT, ST. CHARLES, ST. LOUIS (City and County) , WARREN and WP.SHIPdGTON COUNTIES Rates Fringes Plumbers Mechanical Contracts including all piping and temperature contro- work $7 .0 million & under. . . . . . . .$ 32. 91 17.79 Mechanical Contracts including all piping ar.d temperature control work over $�.0 million. . . . . . . . . . .$ 34.25 23.18 ------------------------------------------------------------- TEAM0013-001 05I01/2010 Rates Fringes Truck drivers (ADAIR, BUTLER, CLARK, DUNKIN, HOWELL, KNOX, LEWIS, OREGON, PUTNAM, RIPLEY, SCHUYLER AND SCOTLAND COUNTIES) GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 25.84 9.85 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 26.00 9.85 GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 25.99 9.85 GROJP 4. . . . . . . . . . . . . . . . . . . . .$ 26.11 9. B5 Truck drivers (AUDRAIN, BOLLINGER, BOONE, CALLAWAY, CAPE GIRARDEAU, CARTER, COLE, http://www.wdol.gov/wdol/scafiles/archive/davisbacon/2012/mo 1.r6 7/26/2012 Page 26 of 31 CRAWFORD, DENT, G1ISCONADE, IRON, MACON, MAD?SON, MAR�ES, MARION, MILLER, MISSTcSIPFI, MONROE, MONTGOMERY, NEW NIADRID, OSAGE, PEMTSCOT, PERRY, PHELPS, PIKE, PULASKI, RALLS, REYNOLDS, ST. rRANCOIS, STE. GENEVIEVE, SCOTT, SHANNON, SHELBY, STODDARD, TEXAS, WASHINGION AND WAYNE COONTIES) GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 26.57 9.85 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 26.?3 9.85 GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 26.72 9.85 GROUP 4 . . . . . . . . . . . . . . . . . . . . .5 26.�4 9.�5 Truck drivers (FRANKLIN, JEFFERSON and ST. CHP.RLES COUI�3TIES) GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 28.93 9.85 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 29.04 9.85 GROUP 3. . . . . . . . . . . . . . . . . . . . .5 7_9.08 9.85 GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 29.15 9.85 Truck drivers (LINCOLN and WARREN COUNTIES) GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 27.58 9.85 GROUP 2. . . . . . . . . . . . . . . . . . . . .5 27.69 9.85 GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 28.73 9.85 GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 27.80 9.85 TRUCK DRIVERS CLASSIFICATIONS: GROUP 1: rlat Bed Trucks, Single Axle; Station Wagons; Pickup Trucks; Material Trucks, Single Axle; Tank VJagon, Single Axle GROUP 2: Agitator and Tr�nsit Mix Trucks GROUP 3: Flat Bed Trucks, Tandem Axle; Articulated Dump Trucks; Material Trucks, Tandem Axle; Tank Wagon, Tandem Axle GROUP 4 : Semi and/or Pole Trailers; Winch, Fork & Steel Trucks; Distributor Drivers and Operators; Tank t�Iagon, Semi-Trailer; Insley Wagons, Dumpsters, Half-Tracks, Speedace, Euclids and other similar equipment; A-Frame and Derrick Trucks; F1oat or Low Boy ---------------—------------------------------------------- TEAMOd56-001 05/Ol/2010 Rates Fringes Truck drivers (ArIDREW, BARTON, BATES, BENTON, CALDWELL, CAMDEN, CARROLL, CEDAR, CHARITON, CHRISTIAN, CLINTON, COOPER, DADE, DALLAS, DAVIESS, DEKALB, DOUGLAS, GREENE, HENRY, HICHKORY, HOWARD, JASPER, LACLEDE, LAWRENCE, LINN, http://www.wdol.gov/wdal/scafiles/archive/davisbacon/2012/mo l.r6 7i26/2012 Page 27 of 31 LIVII�GSrON, v10CviiEAU, MC�GAN, NEWTON, PE'rIS, FOLK, RP.NDOLPH, ST. CLAIR, SALINE, VERNON, WEBS'�ER AND JdRIGHT COUNTIES} GROliP i. . . . . . . . . . . . . . . . . . . . .$ 2n.2' 9.85 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 26.53 9.85 GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 26.42 9.85 GRQUP 4. . . . . . . . . . . . . . . . . . . . .Y 26.54 °.85 Truck dricers: ;A"�CH=SO_�, BARRY, GENTRY, GRliNDY, H�-,RF.ISON, FiOLT, `fCDONALC, P�IERCER, NODAWAY, QZARK, STONE, SULLIVAN, 'iAi\'EY ??i�D WORTH COUNTIES} GROUP 1. . . . . . . . . . . . . . . . . . . . .:. 2�.54 9.E5 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 2�.?0 9.85 GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 2�. 69 9. �� GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 25.81 9.85 Truck drivers; (BtJCHANAN, J�HNSON ATQD LAFAYETTE COUNTIES) GkOUP 1. . . . . . . . . . . . . . . . . . . . .$ 27.48 9.�5 GROUP 2. . . . . . . . . . . . . . . . . . . . .5 27.59 9.85 GkOUP 3. . . . . . . . . . . . . . . . . . . . .$ 27. 63 9.85 GRQUP 4. . . . . . . . . . . . . . . . . . . . .$ 2?.?0 9.�5 T�L'CK DRIVER CLF�SSIFICP.TIOI��S GROUP l: Flat bed trucks sirgle ax1�; station wagons; pickup �rucis; material trLcks sina'_e axle; tank wagons single axle. GROU? 2: Agi�ator �nd tYansit T�-_x-trucks. GRO[JP 3: _�lat bed trucks tar.dem axle; articulated dump trucks; ma_erial trucks tandem �xle; tank wagons tandem axle. GRCUP 4: Semi and/or pole traile�-s; w,-nch, fcrk � steel trucks; distributor drivers & operators; tank wagons semi- trailer; insley wagons, dumpsters, hal�-tracks, speedace, euciids & o�her simila� equipment; A-�raT,es and derrick tracks; floa'� or low boy. --------------------------------------------------------—--- TE?�M0245-QOl 03/26j2012 BARRY, BARTON, CF��iDEN, CEDAR, CYRISTIAN, �P.LLAS, L'�'V�, DOJGL�S, GREENE, HICKORY, HOWE�L, JASPER, LACLEDE, LAWREN�E, P✓CDO�`1ALD, AIILLER, Nr�taTON, CZARK, ?HE�,PS, PO:�K, PULASKI, SHl-,I�NON, �'i'GNE, 1?�NEY, TEX�S, `dERN02d, L�EBSTER AND [��RIGHT COUN`�IES Rates rr-nges Truck drivers: Traffic Conr_rol Service Dri�Ter. . . . . . . . . . . . . . . . . . . . . .$ 20.45 C.00 PAID HCLIDAYS: New Year's Day, Decoration Day, Ju1y 4th, http://www.wdol.gov/wdol/scafiles/archive/davisbacon/2012/mo l.r6 7/26/201 Z Page 28 of 31 �a'r�o~ Day, �"hank.sgiving Day, Ch~istmas uay, e�_loyee' s b;-rtrday ar_u 2 �erscnal days. ------------------------------------------------------------- T�NLL��o=��i-ccl c��o_��o�,� CASS, CLP.Y, JACKSOV, PLATTE AND I�Y COUIQTIES Rates �'ringes Truck drivers: GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 29.i6 11. 65 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 29.19 11.65 GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 28. 57 11. 65 1'RUCK DRIV�,RS CL�:�S-"-Ca'�'IGi'� GROCIP l: C1ec'��r_-cs ar_d ��ve-ders, Field; A-Frame vow Boy-Boom ruck Dr�ver. GROUP 2: A_�-c�:-_atea Dur.�� -ru�k; Insley Wngons: Dump Trucks, Excav�tina, � cn yds an:: ever; Dumpsters; Half-Tracks: Speedace: Euclids & s_m��lar excav�ting equipmen� blateYial �rucics, Tandem Two teaTs; Seni-':'railers, ti^Iinch trucks-r'ork trucks; Distributor Driv2rs and Cperators; Fagi'-�a�o� and Transit Niix; Tank slaccr_ Dr��ers, Tandem or Semi; One Team; S'�a�ion Wagor_s; Pickup ^rucks; Material Truc:�cs, Sinqle Axle; Tank Wagor_ Dr�vers, S-�ng'_2 �le G�OUP 3: Gilers ar_� Greasers - Field ---------------------------------------------------------- * T�PM0682-002 G5lO1/�Oi2 ST LOUIS CITY AND COliNTY Rates Fringes Trsck dri��ers: G�OUP 1. . . . . . . . . . . . . . . . . . . . .$ 30.605 8. 69+a+b+c+d GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 30.805 8.69+a+b+c+d GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 30.69 3. 69+a+b+c+d a. P�NSION: 5%1/201� - $1E2.�C p�r week. b. HAZMFT PREi✓fIUP✓: I� Hazmat cert-_f;��atica cn a job si�e is req�.�ired by a state or �edera'� ager_�y or r�quested by projec+ owner or by tre employer, e;;�pioyees cr. that �ob site shail receive $1.5G premium pay. TRUCK DRIVERS CLt�.SSIFICATIONS GROUP 1 - Pic:�-up trucks; forklirt, s_ngle axle; flatbed trvcks; job site ambular:ce, ar_d tracks or tra-�1ers of a water level cap�city of 11.99 cL. yds. or less GROUP 2 - Trucks or traile_Ys of � water level capacity of 12.0 cu yds. up to 22.0 cu yds. including euc'_i�s, speedace and similar equipment of same capacity an� ccr.pressors GROUP 3 - Trucks or trailers oi a water levei �apacity of 22. � cu. yds & over including euclids, speedace & all http://www.wdol.gov/wdol/scafiles/archive/davisbacon/2012/mo l.r6 7/26/2012 Page 29 of 31 =loats, flatbed trailers, baom t�ucks, w'�r.ch tru�:ks, ircluding sma11 trailers, farm wagons tilt-tc� tra=�lers, field o�f;_c2s, tool _railers, concrete pu��.cs, corcr�te concey��rs & gasoline tank _railers and truck r^.ounted me'�ile concrete �,ixers r 00Ti�?O1'E FOR '�RJCK DRIVEZS: ,.. PAID HOL-GA_'S: C_hr; stm�s Day, Indeper.cer.ce Day, La�-�r Day, Mer.ier_a'� Cay, Vet�rans �ay, New Years Day, Thanksgiving �ay d. P�ID VACA^ICN: 3 days paid vacation for 600 hours �i Se?"ViC2 ly dIly OL'i� ..OP.tT'�CL y?3T�i � C�d�%S paid VcCGt10T'i 20T &00 hours of serv�_�� i� any cnP con�rac* year; 5 days pa-�d v�ca�ior. �or �, 000 h�urs of ser�ice in any or.e cor_tract yea_~. I�dhen such an �T:p-_cyee has completed 3 years of continuous emp�'�oymc-nt w�-tn the same einployer and then wozks the abo�ae recu-_red nur.ber of hours, he shall receive double =he number of days of vacation specified above. taheii such an cmployee has co�-.p��_eted ��0 years of con`�inuous employmer:t wi�h the same e;nploy�r and tn�n works thc a�ove -equired number of r.ou.r�, he shal'� rece=�.ve tri�le the number or days of �=acation �pec=---ed above. v�h�n such an employee has comple-�ed 15 years o= cor.t--nucus employr.ien� with �he same elTlplO}'�t d17C1 tri2i� G�'OTKS tl"i� dbOVc required riUIT1�JET O� �'1011TS� he shall receive 4 tiTM.es tre r.u�.ber ct days of �*acation specified �bcve. ---------------------------------------------------------------- 1r��,LDE�S - Receive rate prescribed for :raft performi�g o�eration to �ahich welding is incidenta�. Unlisted classifica�ions r.eeded =or work not incladed witnin the scope of �he classiiications listed may De added atter award only as provided in the labor star_dards contract cla�sses ;29CFR �.� (a) (1) (ii> ) . -------------------------------------------------------------- The :^ody of each wage de.ermination lists tre �_ass�-f�catior. and wage rates �ha` haee been found to be preva-�-!ing fcr the c-ted type (s) of construc�ion in tne are� covered by the wage deterr::ination. The classifications are li�ted ;_r alphabet=-ca,� erder of "identifiers" `hat indicate whether the particu-iar rat� is union or non-union. Union �dentifiers Ar_ --d�ritiFi�r enclosed in dotted lines beginning with characters otner than "SU" deno�es that =he unior class�_fi�ation and rate ha�e found to be prevailincr �or that ciass,wficaticn. Example: PLUM0198-005 07/Ol/2G11. The i�rst four letters , PLUI�1, ind�cate the inte-ratior_al unior and the four-digit number, 019�, tha-. follows indicates the local http://www.wdol.gov/wdol/scafiles/archive/davisbacon/2412/mo l.r6 7/26/2012 Page 30 of 31 11i.1CIi i:liT.'�'JEi OT C�15�T�1Ct C0�1;;�1i T1UPtibE= "t']77Er2 3��_-C3"J1�' � i.e. , PluT,b2rs Lo-�al 0193 . The next number, C05 in thc ex�mple, _s an --nternal nurnber used in process�ng the wage determirat'_cn. The date, 07i01/2011, folloti�ir.g trese char�cters is the effective date of the most current negoti-at_ed ratei co�-iective bargaining ag�eement �,h�_ct-: would be July i, 2011 in the abcve example. Unicn pre-vaiiing wage rates will be upda`�ed to reflect any changes in the ccl'�ective bargai.ling agreements cevernir.g the ra�e. Non-Union Iden�i=�_er� Classificatior� 1=�sted under an "SJ" iden�ifier were de�i�e� from sureey data by cc:nputing average rates and are not Lrion ra�es; however, the data used �n c�T��uting �hese =ates may include both union and r.on-unicn data. �xample: SULA2004-00� 5/13,12010. SU indicates the rates are not union rates, LA indicates �he State o= Lo�:is�ar.a; 2004 is the year of the sur-vev; and 007 is ar -�r.terrai nuT�ber used in producing the wage dererminatior.. P. 199� or =ater date, 5/13/2010, indicates tne classifica�ions ar.d rates unAer that identi=ier �-�rere issued as a General Wage Determir�.atior. on that date. Survey wage �a'�es will remair. ir e�P�ct and will not change �ntii a new survey is cor_ducted. ------------------------------------------------------------ ititiGE DETERMINATIOiv �rFFALS FnO��j _. ; :�as there been an initial decisior. in the r.tatter? This can be: � a� existing published wage determinatior. * a survey underlying a wage determinatior_ * a TNage and FIour Division letie� setting fcrth a cosi.tion on a Nage determina~i�n matl.er x a cenfermance (addi�ional classification ar_c rate; ruling Or survey related mat�ers, ini�ial cor.tact, ir_clud�ng requests ror sur�:aries of surv2ys� should be with the Waae anu Y,oar R.e�:.ona-� Cffice for :he area in which the survey was conducted becaus� tnose Regio�al Ofiices have respor.sibility fcr tne Davis-Baccn ssr-vey program. If '�he response �rom trr�s ;-nitial contact --s not satisfac`�ory, �hen the process descr;�bed in 2. ) and 3. ; should be followed. Witr regard to any other ma``�er not yet ripe _`or the =or�a'- proc��s ^escribed 'nere, ini'�ial con`�act should be with the Bran�h of �enstr�action V]age �eterminations. �drite to: Branch of Coastruction Wage Determinatiors TN3�2 and Hour Division J.S. �e�artment of Labor 200 Constitution Avemie, N.N]. Wasnington, DC 20210 http://www.wdol.gov/wdol/scafiles/archive/davisbacon/2012/mo 1.r6 7/26/2012 Page 31 of 31 2. ) If the ar.swer to the questien ir. 1. } is yes, then an intereste� party (tnose affected by the action> can request review and recansidera:ion from the Wage and Hour P.dministrator (See 29 CFR Aart i .t3 ar.c1 29 CE'k Part 7) . Write Co: Waqe and fiour �?dministrator U.S. Uepartment of Labor ?.�0 Const?tution Aver.ue, N.W. 4aasi�:ington, DC 2021C 'rile rec.;uest should be accompanied by a full sr.atrment of the interestea party's position ar.d by any iniormat?an iwagn �ayment data, project descrip�ion, area practice material, etc. ) that the requestor c�nsiders relevant ta L'ne issue. 3. � Zf the decisian of the Administratar is not favorabi.e, an inLeresled par:y may appeal directly to the Admini_strative Reviecv ��ard tfcrmerly the Wage Appeals IIoard) . V7rir_e to: Administrative Review Board U.S. Department of Labor 'L00 Censtituti�n Avenue, N.n'. h'ashin�tan, DC 20210 4 . } A11 cieeisions by tne Acimini�trative Review Board are final. E:PiD OF uENEt`�L, ��CISION http:/Iwww.wdal,gov/wdol/scafilcs/archive(davisbacon/2012/mo I.rG 7f2612012 . Page 1 of 5 M0120006 MOD 6 REti'IS�;� 06/15/1'l M06 ******** THIS WA^v� GETuRMiNATION WAS REPL:ACED ON 06/i5/12*#**�r*'� General Decision Number: h1412U006 06/Ol/2012 Su�erseded General Decis.ion Number: MO?_Q100066 State: Missouri. Constructir�n �'ype: &uilding County: Cape C�irardeau Coun�y in Missauri. SUTT:.DTNG C�NSTRUCTION FRCJECTS (c#oes not include si::�1F f3mily homes or apartments up to and includinq 4 stories) . Modification Numbe?- Publication Date 0 OI/06/2.012 1 Ol/13/2012 2 02/03/2012 3 03/02/2012 4 0�/0612012 5 OS/OA/2012 6 06I01/2012 ASE3E�001-006 10/03/2011 Rat�s E'ringes ASBESTC?S E^7C�RK�.'R1HER,T & FRJST INSGI�AT�R. . . . . . . . . . . . . . . . . . . . . . . .5 36.76 1�3.Ft1 ---------------------—--------------------------------------- BRI�;00�?_3-0�1 06/UI/?_Gli Rates ['ringes BRICKI:A'.✓ER. . . . . . . . . . . . . . . . . . . . . . .S 2"I.72 8.13 BF.M00023-Q03 O6/OI/2011 RatEs I'rinqes TiLE SETT�k. . . . . . . . . . . . . . . . . . . . . .5 27.?2 8.73 -------------------------------------------------------------- CARP0014-QOl 05/Q1l241Q Rat�s Fringes Cf1RPENTER (Ineludirq Fcrm��ror�:) . . .S 21 .88 12.19 ---------------------------------------------------------------- C�RP1310-005 09/01/2011 Rates rringes CRRPENTER (Floor Layer) (Vinyl Installation Only} . . . . . . . .$ 29.UB 12.9� --------------------------------------------------------------- * EL�C0001-003 06/01/201� Rates Fringes http://www.wdol.gov/wdoUscafiles/arcluve/davisbacon/2012/mo6.r6 7�?G�?�1� Page 2 of 5 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .5 3i.?5 22. 3i ---------------------------------------------------------------- E��,EV0003-001 01/O1/2012 Rates F=inges ELEVATOR MECHANIC. . . . . . . . . . . . . . . .$ 43.345 23.535+a+b a. VACATION: Employer cort�ibutes 8% �f basic �7ourly ra�e as vacation pay c=edit �or mo:~e thar_ 5 years of ser�Tice; and 6% for 6 months to 5 years oi S2rV1C?. b. FAID HOLIDAYS: New Year's D�y, Menorial Day, Independence Day, Labor Day, Veterans' Day, Thar_ksgiving Day,t:ze Friday after ThanxsgiJing Day and Ch�istmas Day. ----------------—------------------------------------------- LNG10513-014 05/Ol/2d11 Rates Fringes PGWER E4UIPMENT OPERATOR: Backhoe/Excavator/Trackhoe. .$ 25.81 21. 43 Bulldozer. . . . . . . . . . . . . . . . . . .$ 25.81 21.43 Loader. . . . . . . . . . . . . . . . . . . . . .$ 25.81 21. 43 Paver. . . . . . . . . . . . . . . . . . . . . . .$ 25.81 2�.43 Roller. . . . . . . . . . . . . . . . . . . . . .$ 25.81 2"�.43 --------------------------------------------------------------- TRO�I0782-008 05/O112012 Rates Fring2s IRONWORKER, REINFORCING AND STRUCT�RAL. . . . . . . . . . . . . . . . . . . . . . .$ 23.87 17.79 --------------------------------------------------------------- LABOliO4-001 03/O1/2012 R�tes Frirges LABOR.ER Brick Mason Tendcr. . . . . . . . . .$ 21.38 10.52 Commcn or General & Landscape. . . . . . . . . . . . . . . . . . .$ 20.06 10.52 ---------------------------------------------------------------- PLAS0908-002 0�/Ol/2010 Ra�es Frirges CEMENT MASON/CONCR�TE FINISH��. . .$ 20.40 "15.00 -—---------------------------------------------------------- PLUM0562-�11 Ol/Ol/2012 �ates Fringes PIPEFIT^lER, Inclndes HVAC Pipe Tnstallation Nechanical Contracts incl�sding all piping and temperat�re control work $7.0 million � uzder. . . . . . . .$ 32. 91 17.79 http://www.wdol.gov/wdol/scafiles/archive/davisbacon/201 Z/mo6.r6 7/26/2012 � Page 3 of 5 P!echanical Contrac`�s inciuding all piping and tem�erature control worx over $7. 0 million. . . . . . . . . . .$ 34.25 23.i8 PLUMBER, Excludes HVAC Pipe Instailaticn Mechanical Contracts inc'_uding all �iping and temperature ccntrol aaork S7.0 _.._llicn & under. . . . . . . .$ 32.91 17.79 Mechan�cal Contracts ir.clud-ng all piping and temperature ccntrol work over $7. G million. . . . . . . . . . .$ 34.25 23.18 -------------------------------------------------------------- ROOF0002-0�1 G6/O1/2010 Ra�es Frinaes ROOFER. . . . . . . . . . . . . . . . . . . . . . . . . . .5 20.25 9.52 ------------------------------------------------------------- SFMOC669-003 Q4/O1i2012 Rates Frir_qes SPRINKLER FITTER (Fire Sp_rir.'.�c�ersj . . . . . . . . . . . . . . . . . . . . . .$ 30.52 18.40 -------------------------------------—----------------------- SHEE0036-Q17 02/Ol/2011 Zates Fringe� SHEET METAL b�JORKER, -ncludes HVAC Duct ar.d Spstem Installatior. . . . . . . . . . . . . . . . . . . . .$ 3�.Ro 21.20 -------------------------------------------------------------— SUM02010-G05 C3/C8/2010 Rates rringes OPERATOR: Grader;Blaae. . , . . . . . . .$ 22.8D 10.78 PAINTER: Brush Only. . . . . . . . . . . . .$ 16.44 6.01 PAINTER: Roller. . . . . . . . . . . . . . . . .$ 16.44 n".Ol PAINTER: Spray. . . . . . . . . . . . . . . . . .$ i8.?9 8.12 TRUCK DRIz�'EK: Dump Truck. . . . . . . .S 2�.57 0.00 ---------------------------------------------------------- WELDERS - Recei�e rate prescribeu ior �raft pericrming operation to which weld�ng _s �ncidenta=. Unlis�ed classificatior.s needed =or work not included within the scope of rhe classiiications listed may be added after award only as provided in the labor �tan.�'..ards contract clauses http://www.wdol.gov/wdol/scafiles/archive/davisbacon/2012/mo6.r6 7/26/2012 Page 4 of 5 (29C�R 5. 5 (a) (1) (ii? ) . ---------------------------------------------------------------- Tne body of each waqe determir_ation �ists t:~�e ciassification and wage rates that h��re beer� f�und tc 'tie pYevailing for the ci`�ed _ype(s! of ccnstructior_ �n the area covered by �he wage de'�ermination. 1'he classificaticns are iisted in alphabe}icai order of "iden�ifiers" that ir.uicat� whether. the par`icular ra`�e is union o� non-union. Union Identifiers An iden�ifier enclosed in dotte� iines begin�ing wi�h CY1dYdC��2YS O�l'lA'_" triGTl ��U�� denotes that t:l? ''.1ri10T'l classificatior and rate have �ound t� pe prevailing for that classifica`ion. Ex.ample: PLliM0198-005 0?/O1/201i. The iirst four i.etters , PLUI�1, indicate the iriternational union and the four-digit number, 0198, that fo'�icws indi-�ates the local union number or district council r_umber where apnlicable , i.e. , ?lumbers Local 0198. The next number, 005 in tne example, is an internal number used ;-n precessing the wage determina`ion. The date, G7/O1/2C1"_, fol�cwing tnese �harac�ers is �he effective date o� the mcst current nego��ated rateicollective barcainir.g aqreement .anich taould be Ju1y l, 2011 in Lhe above exGmple. J�ion prevailing wage rates wi11 be upuated tc r�flect any changes in :he collective bargair.ine a�ree^�.ents gove=ning the rate. Non-Union Iden�ifiers Classifica�ions lis�ed under an "SC" --der_t.ifier were derived from survey da-�a by computing Gverage rates and ar� nct union rates; however, �he dat� used in computir.g thes2 rates may inc]ude both tinion and non-unior. data. Exampie: SULP.2009-007 5i13/2010. SU indica�es *he -�ates are r.ot union rates, LA �_ndicates the Sta'�e of �ouisiana; 2004 is the year of the survey; and 007 is an in-�e-nal number used �n prcdu�,_ng the wage de'�ermina�ion. n 1993 0-� later. d�te, 5/i3i20"'��, ,_ndicates the classifica�icns ar�d �a*es under that ident'�fier were issued as a General 4�7age De�ermination on that date. �urvey wage ra�es will -remain in e=fect ar_c wil-'� nct chanqe until a new survey is conducted. ------------------------------------------------------------- PdFGE DETERP�III�ATION APPEP.LS PROCESS i. ) Has there been an initial decisior_ in the matter? Th-s can be: * an existing published wage determir.ation � a survey underlying a w�ge dete-rmir.atior: * a Wage and Hour Division letter setting �ortY: a pos�ticn �n http://www.wdol.gov/wdol/scafiles/archive/davisbacon/2012/mo6.r6 7/26/2012 � Page 5 of 5 a ��age determina�;on m�:ter F a co�formance (additional classificatior_ ard ratej ru'_inq On survey related ma�ters, initial contact, includir_g requests �'or suT.maries of sur�reys, should be with the �ti'age a;.d Hcur Regiona-'_ Office for '-:.he area in which the �urvey was conducted be�ause those Regional Offices inave respor_sibitity =or the Da-v=_s-Ba�on survey program. If �he response {-om this ��nit-�a'� contact ��s nct satisfactory, then �he process de�cribed ir 2. ; and 3. ) should be followed. Witn regard to any ot�er mat�er r.ot yet ripe for the `ormai process described nere, initial contact should be with the Branch of: �cnstruction (�7age Determina�ions. td�ite to: Brancn of Construction Wage Dete~minations Wage aad Hour Division U.S. Department of Labor 200 Co:stitutio� A�enue, N.Gd. Washington, DC 20210 2. ) �� the answer to the question in l. } is yes, then an interested �arty (tnose affected by the actioni can reques� �evie�a and rece.~�sideration frcm the Wage and Hou~ AcL�ninistrator !See 29 �FR Part l.B and 29 CFR Par� 7) . W�ite to: Ttiage anci Hour �dmi�is_rator U.S. Ge�;artme�t of Labor 200 Ccnstitution Ave�?ue, N.ta. Tniasnington, ;C 2Q210 The request should be ac�ompanied by a full sta�ement oi the irterest=d party's positicn and by any informa=ion (wage p�yner.t data, preject description, area prac�ice material, etc. ) that the requestor considers relevant to �he issue. 3.} If the dec;�.si�n ef the Admi�istrator is no� favorabie, ar_ interested party :nay a�peal directly to the Ad.*nin?stra�ive Rev,-ew Bcard (formerly the Wage Appeals 3oard? . W-ri�e to: A::r,=_nistrai.-ve Review Board U.S. De�artment oz Labor 200 Constitution Avenae, N."v7. Washingto�, DC 2�210 4. } Al1 decis;_ons :y the Ad�•ninistrative Revie4a Boa=d a~e final. END OF �EN�RAL LECISIGN http://wv✓w.wdol.gov/wdol/scafiles/archiveldavisbacon/2012/mo6 x6 7/26/2012 � KCi Constri�ctior� Company � ':�,i�:: a e u nve Sf. Louis,MO 63123 (314)894-8888 Fax#(314)89�-7418 w�vw,kciconstructian.com _�, ----- April 2, 2018 Jacobs Attn: Mr, P.K. Mathai, P.�. 501 North Broadway St. Louis, MO 6310� Re: Job #12002 Cape Girardeau Wastewater Treatment Facility Change Propasal # 135rev.l - Caulk & Seal CMU Heads on T&M basis Dear 1VIr. Mathai, We prapose to furnish the necessary labor, material, tools and equipment to Provide additional CAULKING OF CMU HEAD , for the incrsased lump sum of Five-Thousand, Five Huncired and Eleven Dollars (n5,511.00} as perfarmed on a T&M basis. We have attached a copy of our change proposal estitnate summary and backup for your review. If this proposal meets with your appraval,please sign the attached copy in the space provided and return it for our records. By signing this change proposal, you are authorizing us to proceed with the work and agreeing to forward the appropriate change documents and payment of the above amount within 60 days of work performance. If you have any questions or comments,please do not hesitate to contact us. Sincerely, Approved � � BY= �1�i��'�L��'�y,' Brent Krueger Project Manager Date: /� ,/ Attachments � n. ¢ N � } � � � O � Q � N 0. � w c7 � � � N U w u m � � � � '1 � 3 c� � C T � N � � � m � � �,V„ U `�O F' t c � U ;G > • .J u `� 9_ 3 � a. � o A G � � w � 2 � � '� � o � � o � a v a z � „ m 0 0 0 0 0 o v, o o v� o �n o 0 o vi c� �+ v ^, � 0 0 0 0 � o ri o o a� o a c o o M m c� c� � E O O � 00 M O � O O oG O o0 � O O � N v°�l vl v'� ~ U � Q � N N N � N � � � C � � v .. m fA F ^ � °' z V z � a � o � � � j o � N + o u � � m R E c� a ^ � N e e o o e V �p "' OC.. 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N � O O O o O O F z � U � � o _ o a � a � a U E.. w Q � � x U N o o � o0 0 0 0 o e � r,1 � N G ,D � � Q .. Fg F 2 r � vi �n o c•1 N o F F � �� z � x � 0 0 0 0 0 0 0 0 oM R' o� �n N O � o m � F � _ � � a o 0 0 0 V w N rn oo — c O � � � � L L v� >+ „7, E �C 'O n 0 � � N O S W � r z o o � F � G � � � Uj I� C7� O � � O Y r F [� Q� C � � a v � cn -� � aCi °� a�Ci a F n�__ a �' n v � �� W rn U � .`� t^ =� o � m � Q :� :� O O .w '�s`P1°. U U . �S I\VI VVIIJl1UV�IVt1 VV. , K�' 10315LakeBluffDr. EXTRA WORK OR�DEF St. Louis,Missouri 63123 �_ (314)894-8888 No CMUgap Fax No.(314)894-7418 009 '�.i PROJECT NAME: Cape WWTP pROJECT#: �2002 DATE: 07-17-17 WORK PERFORMED FOR: DESCRIPTION OF WORK: Supervisory take off order and secure City of Cape Girardeau WWTP materials � LABOR HOURS UNIT COST AMOUNT 1 Journeyman Carpenter 2 u SUPERVISION: AI N i 1 MATERIAL&EQUIPMENT SUBTOTAL LABOR Menards Sificonized Latex Caulk 2 cases $43.79 KCI Constructlon Company COMPANY: SUBTOTAL MAT&ECiU1P � TOTAL: BY:C��?Jj�� APPROVED: OVERHEQD&PROFIT: GRAND TOTAL: r � �, ��^ �j r� _ �� r��C' � ; �. f_ �f(.� �;�, �.��,�_/._�'f-i:;�y �, �„Y.�.:, . =�= II e�,,. �,��:� ��kr H�,rr, C..� {' � ,(:.a�`� � ' ' `)' � t•1�:t i.i t tJ_s t�.s��: (► t t ��i �! � '►:�!, :� i�:ru�:r�:. I�i iv�► � i:.�{.)u l31 t �r'�I . t-t(I Ei:31111 � LL r:�r� ��-�� '..i i��i -- !�t 1t;h"� i'��lli:'i '�n:li`; tii i c,;i:;;;,! �v; � L !�- i:u1L�1 Uel < i'��-,:a'v�l;i icli��r;:: 1r.� � �iL� .:ii 1�:�'v lt �k'i n�� .C� �li ��.r_ j✓IS� .:�f 3't �l; �I�,Ic il�:t)il :�..�:�"�,cf t1 �h'd � �ut:,:r� i� i!�., �f,��r turt�l�! � r i� �/Ull ��G�4 tjl.iCa��;p fCv�l�i��%� t��c � 1.11.a.flJ�:: t:-1 ��.� (C4q��'z� ��I��= � Er.a 11 u5 ct: i�FE(r G�iten:l�;�c;t�J.;s.c�=, � �11'�%1►i1'.�llll�ll:�;l��llflf��l�1��i� Sa,e Irai:aa,:tt:r� U�P �1��:� l:�l`4h: L'i.R �a�u;iJl ('r,�i 1f) 2'd C�P kl E'A► C�'JLK ��i �s�aar� r�.r3 ru.2a � , � tuT&i �U.�n i thC �,.;-E GJR�ti-r.1) t,975� 3.23 TuCa� Szi� ,3,79 w15A Lnkti:i 2;:�T�� s3,7`� P� t iZU02 �li11i Cui�,i;al;;� LtFS� Inser tec: aG�OuUC�.Y31 D 1 t;�l l 1C - 9n�u41�;�ic.8t21+.;:�� tu1At �,'UNBtk G� 11Et4� = '1 T�� iGLiQi4lNii H[$ni£ 4iEt;El�iS t;�iiE FRItl1c�� FL�R IFi�S IR�'i�ACtl��ll: lt?T Gu�:t Ccfr `, if�e Cara��nl�l�r aci;r�:;�le�Bcs cecal�3t i3f �7�id�I=erYlCcy 1i1 lF!d 1ntd� a�Otril S�iO�>u ��flfr�ll alld aitrecs tG �cr' kha earcf 1s��ier d�COt��fla lfl 115 CJrfeRt iefui5. lNiS IS Yl�ii2 Clift►1[ CAND S:�Lt� Slfi' �LEA:;c RfTA(�+ FC� YUJk A:Cfii��, h� Hiri�-��ly 1a�y TN�IHr, YC�t, Y[�Jn CF�iICR, Ciirlstir�: 16ii;� i�c 69c8 0]I{I111 (it:;i(,}t 3?ou , �■ KCI Construction c:o. � � ; 10315LakeBluffDr. EXTRA WORK ORDEF � KC' St. Louis,Missouri 63123 �- (314�894-8888 (�f o CMU GaF Fax No.(314)894-7418 0�0 `u PROJECT NAME: Cape WUVTP pROJECT#: 12002 DATE: 07-�$-17 WORK PERFORMED FOR: DESCRIPTION OF WORK: City of Cape Girardeau 1NWTP infill CMU to twin 'T' gap with foam LABOR HOURS UNIT COST AMOUNI 1'ourne man car enter 3 hours � SUPERVISION: Ai Nei( 1 hour SUBTOTAL LASOR MATERIAL&EGlUIPMENT KCI Construction Company COMPANY: SUBTOTAL MAT&EQUfP J TOTAL: gy;C� . APPROVED: OVERNEAD&PROFIT: GRANDTOTAL: �■ KCI Construct�on c;o. K�' 10315LakeB(uffDr. EXTRA WORK O �'� �� St,Louis,Missouri 63123 � �- (3i4) 894-8888 CMU gap Fax No.(314)894-7418 011 '� PROJECT NAME: Cape WWTP pROJECT#: 12002 pqTE; 07-19-17 WORK PERFORMED FOR: DESCRIPTION OF WORK: City of Cape Girardeau WWTP sa ilE thP CMl 1 tn t�A�in 'T' nan at hincnliri� electric room. LABOR HOURS UNIT COST AMOUNl 1 'ourne man car enter u SUPERVIStON: � 3 hours SUBTOTAL LABOR MATERlA! & EQUIPMENT Menard's, 2 cs cauik and pfanks for access. 125.56 COMPANY• SUBTOTAL MAT&EQUIP KG Constructfon Company • J TOTAL: gy, APPROVED: pVERHEAD&PROFIT: GRAND TOTAL: • .G.+`a uc'r_ �— � -�� ,,.,�)�_, � ' � - ��'�'�. � ��c� � u�e Yuui 2�� eto CARt��,� xe�nre G�..`YS:,�:�' lena rd_, Ca{�t� G l i r�i�cJ 538 � ic�mers I]rlv�; ;{lpe L:i rard , M(7 E�:�7U1 KLEI� �r0uft I;ECEtJ:t`� ` NEIUi1t1 F��1CY V;,htl!`.+ hY PB[iUui'1 IYf�L Il�;lc�a i�atatl�ela: alla,�,�l�i� rel�uns i;u t12ms on liils re�:ei�;l ;rill t;r 1n tl�a turai ul an i�� sloia e+erllt vuu��er 11 ll,c retu�-n i:; du�ia t,ftrr lU/17/17 It you have c;uesliun; icgardlii� U�c ch;ir�rs an yuu� receipt, plea;e L;,;ail us at; C.AFE1 ronleruiA�n.nard�,cr.-, .��!��i��l�ii��'.�{;�� Sale iransactfr.n D�P ALiic: C�UIR i;LR 5635�01 P;(C '�u.26 �rP Alti;+ CrUIK 1,11 565fid75 P�G ?u.28 FLEX SEp� SPRi;Y PIt;11E 5630112 12.88 ?"fEH CAH!c i"M!P i,QUf��.l 691<d15 �y,g9 2" ICSER( t��ll �.L�P(ll� . E!s945_1 1.;'1 2" p'1L O�LI YAL1E rIP e9S017; 1t.95 �?ROER :oS�l `tY,10•iu' vl SY{'' -P1Cn 1Q22u�1 ; uy,35 3i.;u FIID OF OnO�R 101�L Iio.i9 lAX CkPE iilft?it-N;1 1.3t51 9.?� IOtri SaIE 125.50 UISA CREU1+ 7a13 125.cfi PO s 1"tL'�3 �ul'n L'c�;z;Uii?o3 Clitp Ir�sertac! a000u0t1Uir3 l U t i1t71 TC � 1f332c50�392ee�1� tOTAt hyJli[fER OF 11EM5 = 10 iHE;FDlliriiiNG AE6�lE REt,E[FiS:NERE PRIlIlEG FOR 1t115 TrZAt�4C11�N; . 1127 _GUESI CAPY TE� Car�wlcf�r a�.rloaled�i�ca�p�,af fi��: �oadslaervtcas�tn ti�e`1b�ai a�l�'n�"�n � „ i�e�aori and;agree� ta''=pa�the�"sa � aCtY�CalP9h�A�t��` -f��9: _ _ �f.3��. �71iiS�� _,,�; `�` � ' itY � � }f!a �i� `9.T{J_ '�' S J� i� �'. �� "' �'I -" �� S� u� U �V. E � TRA W4RK ORDE � 10315 Lake Bluff Dr. St. Louis, Missouri 63123 �- (314) 894-8888 njo � Fax No. (314) 894-7418 �z PROJECT NAME: ��1�� L��T� PROJECT #: � �'�� DATE:� ' � %�� 7 WORK PERFORMED FOR: DESCRIPTION OF WORK: C /�Y �� C ,�'��- �r��,�i�� a� �/� �t /�c ��;= c��i� � �'� f`v �� L= 1 I- c��Ci� l�o6�-i �-- ��« �j c� if/��i 1 7 ^ LABOR HOURS UNlT COST AMOUNT � C '��C�'�`,r/rL-/� ''.TDf'�C�� ` ��.�!r-,� �' SUPERVISION: < < !'L��" /� � �f SUBTOTAL LABOR MATERIAL & EQUIPMENT KCi Construction Company COMPANY: SUBTOTAL MAT & EQUlP TOTAL: BY: / APPROVED: OVERHEAD & PROFIT: (.i -� r GRAND TOTAL: rr , <. .. KCI Con�truction Company __._._____;�_ � St. Louis,MO 63123 (314)894-8888 Fax#(314}894-7418 ww�N.kciconstrvciion.com --- --.,..._ �; , Ma��ch 1�, 201 S �aco�s a��,: r��. �.t�� r��m��, t�,�. SOl North Broadway St. Louis, M9 fi310� Fte: Job#12002 Cape Girardeau Wast�water T'reatment Faci[ity _� Change Proposal # 136 A ��i�q,��3� �� '��'��,,�-��°�� Dear Mr. Mathai, We propase to furnish the necessary la�or, material, tonls and ec�uipment to perfarm the work assoicated with RFP#53, maclifi�iations to the dryer system per the DHA report, for the increased lum�sam �f One Hundred, Forty-One Thousand,Three Hundred ancl Ten Dollars ($141,310.00). Please note the fo(lowing clarifications associated with this pricing: Does not include fire suppressian system for baghouse-to be resolved via RFP#54. Addresses it�ms #7,11,20,26,27 of the DHA on(y. Submittals to be provided frorn Andritz 4-6 weeks after receipt of Change Order. De(ivery of equipment and material to be 6-8 weeks after submittal approval. We have attached a copy of our change proposal estimate summary and backup for your review. If this proposai meets with yaur appr�val, pleas� sign the attached copy in the space provided and return it for our records. KCI requests issuance of a Change Order prior to being requested to proceed. If you have any questians or comments, please do not hesitate to contact us. Sincerely, Approved _--------- By'��- �',' Brent Krueger Project Manager Date: / �� Attachments � � � Q � � � � ¢ o ° � ° � 0. w C7 Q � � c u� "' a G, � W � G� Q cE y � C d L � U o �,., N � U c0 C n� n. > m p 'a� o � o F a. o A � � � c� a o � ' x t >, � E o °q u .n � p o 3 y a � � 4° x �O � i, C T � Q � Y O N � �L„ N �O � 'U H 4• C i Q C 4 U O [� ¢ 00 � F L H N p `� : � � U � N `� � ;a 3 � o � o R ,v_ a � y O N � "' � � C ' R � r Q � W 3 � � a � � .� �, � �; � .o y a1 � V � O v � c a � � � y O � � X `��' � ° a` C7 �..�j °c y a�i a� a�a � � E. E . 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[� V �l W � 0 Q O O O O O O N V 7 � �l �O �O �O �O �D `O [� n � a �--� N �'1 � � � � U U O O O O O O O O O O O O O O O O O O O O O _ � 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � o 0 0 0 0 0 0 � � ^' V O I� N O vt v1 O v'� vl � l^ �n O Ni O N N p F O i0 N O U 0 F � � � � � ^ � � � F. e � 0 � U � _ (/] O O O O O O O O � O O O O C�/1 � U � ON O O Q' W � � � � L�, V7 � O ° °� 3 o �, 00 0 G � � �, � 0. �y N W F � � � � z T U � � o0 0 0 0 00 0 0 00 0 0 0 0 00 � O V1 vl N vl � � b F,w„ F � 3 0 0 0 0 o F � �� a a c 00 0 0 0 0 0 0 00 0 0 00 c � a o 0 � N � � .-a � N N W H u � � ° ,t o 0 0 0 0 0 0 0 0 0 0 n, o 0 0 0 0 0 0 0 0 0 0 U � -: o -� o v v -= -� � ^ o O F' � _ x � � = � = =' o -c = = E = v � O � � U �`+ � N Q v � 9 9 � L � � V � m °� 'C y � E �' a N �a E E � �a R � o 'c c `° a? � � � e�, �" v c�a a. � n' a� A ee m � # `.� c � W c, o °_' � •S '� x i�s-� a �o � y H L � o j u � A p �� '^ `�' � U � � c� ¢ U a, cu v� � E-- `o � � � O O ��c U U Jacob� Engi�+eering Group inc. 501 North Broadway SL Louis,Missouri,63i02 314,335.40Q0 Fax 314.335.5141 March 2, 2018 Mr. Brcnt Krucger KCI Construction Company 10315 Lake I31uf'f Drive St.Louis,1v10 fi3123 S«Lje:.t: �:�y°��s:f�: T':��sa� N�. S3—IVV_Intli��ati�ns to llryer S�ystem ne�-D��A I�$poi•t Dear I3rent, � Please provide a pro}�osal e��ith detail:.d breakdo�vn of labar,material and equipment custs for the rnodiCcations to the dryer system per lhe DHA reporl and �s dcsci•ibeci belo��: 1. Replace thc existiiig hoses wilh static dissipative hoses at each lacation per recommendations 7, l 1 and 20 in tltc DI�IA report and per tlyc attachcd proposal fr�m Andritz. Tlle hoses shall be�rouiided as stated in the attachment. 2. Install an explosivn deflector in the baghouse per recommendation?6 in the DHA report and as praposed and supplied Uy Andritr. 3. Tnstall two (2} dust explosion isolatiou interceptors per recomin�zlclation 27 in ihc DIIA report and per the attached proposal from l,ndritz. The interceptors s1za11 be instatled in the 4" dust pipes froni thc silo and the truck]oadout chute to the baghouse and upstream of the bagliouse in each line. The units shall be providcd with 24 VDC power and conirols per the design by Andritz.� 4. Install a 8"x4"Wye and a 4"cleanout with tlu•eaded plug in the drain undcr the iloor slab Eor the dryer. Please contact rnc at 314-650-4412 or pk.mathai(c�iacobs.com if you have any questions or need any additional information. Sincerely, Jacobs . �/� �" � P.K. Mathai, P.�. Project Manager Atlachments c: Casey Brunke CSX65101-932 Jacobs Engineering Group Inc. 2/2t7/2018 nose reoucen a�o��-w � � !ll�rW�1�� (8()Q) 343-0425 � Espano! Products> Hoses and Accessories>Industrial Hoses Industriai Hoses Conduct-O-Ftex . _ ____ . _ Double-ply black neoprene coated polyester fabric hose coated with a conduc#ive elastomer reinforced with a spring steef wire helix. FEATURES _;; �_ • Good crush resistance&tensile strength " ~-��:- � • Neoprene coating offers excellent abrasion 8� chemicai resistance • Good flexibility • More durabte than double-ply cotton hoses _..�• High conductivity reduces the danger of static buildup and ailows e{ectrostatic buitdup to escape whe�i_proper(y_c�rounded • Surface Resistivity Level: 103-'I_Q� OhmslSquare • Standard Max. Inside Diameter= 18", consult sales team for pricing 8� --' minimums on farger sizes Static Cvntrol LINE Fiexaust MA7ERfAL C�ated Fabric INSfDE DIAMETER Min: 1"lNex: 6�� TEMPERATURE �ow: -40' High:250° I.ENGTH 25' Downtoad Datasheet titt�://www.flexaust.cam/producVstatic-conductive-hosel � ENGINEERING & TECHNICAL DATA - Flexaust° Conduct-O-Flex INStDE APPROX. WALL CL COMPRESSION NEGATIVE WORKING DIAMETER WEIGH? THICKNESS BEND RATIO PRESSURE PRESSURE (IN) (LBS/FT) (IN� RADIUS (IN/HG) (PS11 fN 1 .145 N/A 1 2.8:1 29 30 1.25 .178 N/A 1.2 2.8:1 29 30 1.5 .21 N/A 1.4 2.8:1 29 30 2 .297 N/A 2 2.8:1 29 30 2.5 .303 N/A 2 2.9:1 29 30 3 .361 N/A 2.13 3:1 29 29 3.5 .42 N/A 2.48 3:1 25 21 4 .586 N/A 2.8 3.7:1 29 16 4.5 .655 N(A 3.15 3.7:1 23 16 5 .727 N/A 3.5 3.7:1 22 15 g 1 NIA 4 4:1 22 13 7 '{.15 N/A 4.7 4:1 14 14 8 1.138 N/A 5.5 5:1 7.3 10 14 1.417 N/A 7 5:1 3.79 8 12 1.696 N!A 8.2 5:1 2.22 7 14 2.38 N/A 9.4 5.5:1 3.11 5 16 2.72 NJA 10.8 5.5:'1 2.09 4 18 3.2 NIA 12 5:1 1.5 4 24 4.2 N/A 16 5:1 •62 3 Technicai data based on 2 ft. straight lengths of hose @ 72° Construction: Double-p(y neaprene coated polyester fabric hose coated with a condu�tiv� elastom_er_reinforced_with a spring steel wire helix � ,.._�....�_.. ____-_. � Temperature Range: 40°F to 250°�FY Standard Color: Bfack Standard Lengths: 25 Feet • Surface Resistivity Level: 103-105 �hms/Square Disclaimer.The proper use and maintenartce of hose andlor ducting manufactured by Flexaust is the sole responsibility of the purchaser and ultimate user of the product. Thls information is presented as a general guide only. The number of variables which can be present in any applicafion make firm recommendations impossible. Tel: 574-267-7909 • Toll Free Te{: 800-343-0428 •Totl Free Fax: 800-382-8464 sales@flexaust.com • www.flexaust.com �TT ',, A gCHAVENBVRC� HOSE TECHNOLOGY COMPANY � ENGINEERING & TECHNICAL DATA — Flex-Tube° FlexStat� CR INSIDE APPROX. WALL CL COMPRESSION NEGATIVE WORKING DIAMETER WEIGHT THICKNESS BEND RATIO PRESSURE PRESSURE ((N) (LBS/FT) (IN} RA NUS (IN/HG) (PS!) � .17 .032 1.5 1:1 29 50 1.25 .21 .040 1.9 1:1 29 50 1.5 .24 .040 2 1:1 29 50 2 .3 .040 2.5 1:1 29 50 2.5 .5 .040 5 1.5:1 28 35 3 .55 .040 5.5 1.5:1 26 32 5 � .045 7 1.5:1 18 28 g 1.25 .045 7.75 1.5:1 12 26 7 1.5 .045 10 1.5:1 �1 25 g 1.75 .045 12 1.5:1 �0 24 Technical data based on 2 ft. straight lengths of hose @ 72° Construction: Specialiy formulated static dissipative thermoplastic polyurethane hose reinforced with a rigid external ABS helix & an embedded copp�r �rounding wi,rey Temperature Range: -40°F to 200°F �� ~M ��y�� -� Standard Color: Clear Wali with White Helix Standard Lengths: 25 & 50 Feet • Surface Resistivity Level: 108-1010 Ohms/Square Disclaimer:The proper use and maintenance of hose and/or ducting manufactured by Flexaust Is the sole responsibifity of the purchaser and ultimate user of the product. This information is presented as a general guide only. The number of variables which can be present in any application make firm recommendations impossible. Tet: 574-267-7909 � Totl Free Tel: 800-343-0428 •Toil Free Fax: 800-382-8464 sales@flexaust.com • www.flexaust.com � A BCI�AV$NBVRt�r HOSE TECHNOLOGY COMPANY "9 _ ��t . . �t- .;y ' . ., _- s.: �v �r.. .' � � Y ."fi t�. � .�-1 �, i : t �;e tl-�F t�� .��i�`�,t5y.�s�'i��}} �� f ��T S��l Sr�? �t �i 'i..i �� _: r i �. ` s � �'li `L� +�_ � ? L'.�� }{��Y��'Fi��y'�� :.r��:. -t .� }z �-t }I- � !� �,. 3 c � :. . � i.. ak, 1+.�a c;-7� x t \ ',�,. t'S �t F .-s,�K}. � a � ? 5.. : t r .f � �-i ZE `�``1ro�„�.� .�� x�:._�-. .� �3 Y. �5 � .Y�E .) t �� j i ( [ s�. -�S S K`T � S N :K s;s.� ��,• �:� ��.ry ;r I ;p . � d,, �• �. . � £ :� }�l,yZ q., .. e.. 1 � .. . _ - � ' �.:P �3 . P � _ �i f 1 .. vi �' �. b i�� .�r -'t � •� - s z.- u :�>,y + €g' { s---�`cr�tU -c`�` �,� �y'��'�'�,�t �t.�, �� f.� s �r' ? + �� TECH�o�o��. `�} �-rf�.�kt�� aL ��'�x � �3�r�{Y�� S . ' �x �:� f s-c��"Y�� {�- d ... r�`' }s'�. r.. ( 3 - ' ...- 3 : '� . . � Y 1. ''�bdaE�� 1 ��1��' -�'` � � z,� ,a�';F��c t rfr F .• 1�C - _ ' • _ _ �k�.i ' ,�-fi Ja � Y`9 � �t �}. � fi :: t s,r {saY -� � t.i+' , ,.` .�,. : .. .". . � • • • � ' �� i �E �� .( . �� ' .�.�:f4�!� ; �Y fY .�t..:' � �Kt ti.t Y�, � ..�. . . . ' _ _ �'_t �� y � .I�� .�}i�rsT.iS��}��.�Y"tt � z 6��cn � �� i� ts - - -' � .?:�"�:�,�°7 i-1 �R7f :x�y�y- r `vF }�Y-��y��y. ��..tt'4-'k i". _ ' . - ' _ .' �� .:.:.:�-;.:� � ' �.: - �i '��. � � ��L■.�i.��V i I � . _�.. .,,,. . . � . . . � � �;Q„�FRu�.M'+-3L�'n'Y�`K` . . �rF7e�.rnt S:�c�•ra�uin 5��rr�„ � The Interceptor•HRD explosion suppression system is designed to provide f an octive mefhod to protect process eguipment from a dust explosion 1 hozard. The principle of operaiion for Ihe I�terceptor-HRD sysiem is limely i t detection of fhe pressure rise during the initial stage of an explosion, Q ,, � followed by fasf injection of an extinguishing agent. The 5L Inlerceptor-HRD ;• �; ' -__ B battle includes a iow pressure monitoring switch, OSHA lockout and a ,� � �``�--•- telescopic nozzle as sfandard features. Each HRD suppression botile ,.....,....._.�, is acluafed by a micro gas generator (MGGM that reduces maintenance costs with a 10 year service (ife. Severa) suppressant agents are oFFered to co�er bolh sanitary and non-sanifory opplications. The Interceptor-HRD s�ppression bottles can be used for isolation purposes as well. Chomica[ _,��. isolation is often used in conjunclion wifh explosion supprezsion, explo- `-�....,,,.,,� sion venling, or flameless veniing. �"' t ......., ��'`"" Chamical suppression and isolation systams are designed for use in almost +�'� any process handling combustible dust. The Intercepfor-HRD system can be used for pneumatit conveying systems, dust collection systems, cy• Explosion Suppression Systettt clones, mills, dryers, conveyors, and storage vessels. �� _ Power Requirement OSHA Latkout - 24 VDC, supplied by CONEX Controller ' Standard Set Pressure Suppressont Moterials 1740 psig (120 bar� @ 72°F Sodium Bicarbonate or Furex Attuation Medium Body Materia) Stored compressed Nilrogen Powder coafed steel Process Temperature Nozzle Material/Type 24�'F (-4°C� to 320"F �160"�C) 5lainless steel - slandard telescopic design Environmental Temperature Certifications -30"F (-35"C� to 158"F (70`'C� ATEX - third party independent fested to EN Attudtor 15089 and EN 14373 MGG-micro gas generator- 10 yr. service life Complionce Environmenta) Ingress NFPA 69, FM 7-76 IP 65 Application Pred Low Pressure Switch s 1 .0 bar (14.5 PSI) Standord Application Kst s 320 bar•m/s .s� ts,�g.-w,� _ �- n �e'��:� *��4'��i!�'�.�. � ' :ea��'�;—��- "'` ��-iy"�iy�jn..{.r�'f.�}�,:3F�..zy r�,��>�A�r.+r'�i r> _ ��B :-.s Cf" '� �s �-�4�yt'�t� ,�d3�T,�+o�� r �� .,�-�F,�:i -_,�,�r.�'A�'Tr�?F1'�{�S4SJ��Y� 2D.fD .y,3�i!b�1 :Yy^� .- ` �t g i'` ��"..��u'�-��ti �;r.. ��{`. -"�=, .4 5 �i'�F ;� �`��`'�� . n�c�`��s ,�� r �}" 7 �{ t�1 29.25" 743 mm -. 41 5$ j1056 mm��r�33 OQ{16s��`�j�9� it.5�"�� v.7��y� ��'9_t• �{1 OV ��Jm�� a .,_ r��v � f . �i a^r.�tyC��- h�� -'�5 l' e �" �� '.��..r ..,+'�+..,��` r-''...t��y ��. ..- - . . _ f A ��y� �-'fa't b� SiF ��a.i'.,��s'�� ti'}� � {; ��''� a �.t �a:, T � �,�..>` y��t " ��-�r� �.a �:t .- 4 r- :.1 1 . 2� F, s,i S e<„ ti.f`� A a ' P- ' �- �Y�"" -Y •� .�t t y � :J � � .� 7 ..�e'� `S' ��'��^��T,��'�y.�.��g�i;��S 5',J ' Fi F �r ��..�� l� � '�Yr�:T�� i {. i.e'� �T'Ze �, _ - �: ,:s. 't . ' �zl ��' tr ��."}. �-r s s �Is �� x - t�'YiS�-r i��"�� '��.£ .. � y�A y -,, i ,� r a Z 7 � � �n�b�»�7� .a; � y",�r' s z.i�` � � °� i -.7 5 .r d � _ f c2S _ t �x � ��''��_.,��5 +c• ' — �3...- ' .- ..... -.. .. ..a...- ..- ..._._, ,.�_._ ... .. . ..�._ ._.,.u.�.. _ ... ..1 .. . _ „ .us e.. .1.-.. . . . .. ..._. ... . .._. .. ,.. . _ ., ., . . . � ' y . Brent Krueger From: Mathai, PK <PK.Mathai@jacobs.com> Sent: Monday, March 12, 2018 10:49 AM To: AI Neil; Brent Krueger ��; perry.schnucks@andritz.com; tfulton@cityofcapegirardeau.org Subject: FW: FormToEmail Comments AI/Brent, See below on how to ground the hoses. Thanks PK From: Ron'Darling [rdarfing@kanaflex-usa.com] Sent: Friday, March 09, 2018 1:Z8 PM To: Mathai, PK Subject: [EXTERNAL] Re: FormToEmail Comments PK Our 180HR due to the carbon black in the rubber compound is static dissapating on it'd own when attached to steel equipment. It then goes even further with the built in static wire far a positive ground. To assure a good ground the fitting installer pulls out at least a 1" piece of wire and folds it into the hose. Then when installing the fitting the wire is assured to have good contact with the metal fitting. Hope this answers your question. If you need pricing you couid contact one of our distributors such as Bi-State Rubber in St Louis. Thank you Ron Darling Kanaflex Corp. Regional Sales Manager Cell - 847-687-1142 -------- Original message -------- From: PK Mathai <pk.mathai@jacobs.com> Date: 3/9/18 11:28 AM (GMT-06:00) To: Ron Darling <rdarling@kanaflex-usa.com> Subject: FormToEmail Comments Name: PK Mathai Company: Jacobs Engineering City: St. Louis Region: MO i Phone: 314-650-4412 Email: pk.mathai@jacobs.com Cominents: What is the electrical resistivity of Kanevac 180HR? How to gound the hose. Thank you for using FormToEmail from http://FormToEmaiLcom f:OT[C� - i-his communicatio�i may coi7Cain con��idential and ��rivilegecf inforrnation thal is for the sole use of Lh:�.intended recipienC. �1ny vi�}:ti�iny, co�ying or distributiori of, or reliarce on lhis mcssage: by unintended recipients is strictly prohibited. If you have rectived this rnessage in errur, please notify us imrtiediately by reply�ng to tl�e mcssace and d�leCing it from yCur coi�iputer. 2 Brent Krue er From: Mathai, PK <PK.Mathai@jacobs.com> Sent: Thursday, March 1, 2018 7:09 AM To: Schnuck Perry ��. AI Neii; Brent Krueger; Fulton, Todd Subject: RE: Cape Girardeau DHA Change Order information Perry, Jason hasn't call me back yet. He is not easy to get hold of, but I will. In the mean time, could you please check with the supplier of the existing hoses what the resistivity of the hoses is? Thanks PK From: Schnuck Perry [Perry.Schnuck@andritr.com] Sent: Wednesday, February 28, 2018 4:41 PM To: Mathai, PK Cc: Ai Neil; bkrueger@kciconstruction.com; Fulton,Todd Subject: [EXTERNAL] RE: Cape Girardeau DHA Change Order information The protape afso looks like it has wire in the hase which I thought was an issue with DHA consultant. Let me know if you get a response. Perry Schnuck 817-419-1798 Phone 817-526-1256 Ceil _ . .. _ . _ _ _ _ __ _. _._ _ _ _ _ _ _ ___ ...._. _ _ _ .__._ From: Mathai, PK [mailto:PK.Mathai@jacabs.com] Sent: Wednesday, February 28, 2018 1:18 PM To: Schnuck Perry Cc: AI Neil; bkrueger@kciconstruction.com; Fulton,Todd Subject: RE: Cape Girardeau DHA Change Order information E-MAIL FROM A NON-ANDRITZ SOURCE: AS A SECURITY MEASURE, PLEASE EXERCtSE CAUTION WITH E- MAfL CONTENT AND QNY LIhIKS QR AT7ACHMENTS. Perry, As we discussed on the phone, attached are (1) Felxaust hose product info and (2) Protape product info. Flexhaust needs graunding, which may not meet the requirements in the DHA report. I have feft a message w/Jason Reason for clarification. {I am not sure whether he is going to calf ine back.) The Protape hose indicates it is "permanently antistatic . I don t know whether that means no ground+ng required. I think this is a German product; I didn't find a „ � phone number to call. May be you can find out. When I googled some time back, I remember finding a product that is static free; but cannot find it now. Thanks, PK Mathai, P.E. f Jacobs � 314-650-4412 � 314-335-5141 fax � pk mathai jacabs.com _ . __..... ._ _ _ _...__ _ .__ _ _.... _. From: Brent Krueger [mailto•bkrueqer@KCIConstruction.coml Sent: Wednesday, February 28, 2018 7:54 AM 1 T�: Mathai, PK Cc: AI Neil Subject: [EXTERNAL] FW: Cape Girardeau DHA Change Order information PK, Please see the attached. Please call me after you have reviewed as we need to discuss complete scope of work in order for the entire change proposaf pricing to be submitted. Thanks much, Brent e�r'��:� ��'t�a��- X C}: 314.200.6489 C: 618J81.9357 F: 314.894.7418 �x �� __-•---�----- From: AI Neil Sent:Tuesday, February 27, 2018 7:01 AM To: Brent Krueger<bkrue�er@KCIConstruction.com> Subject: Fwd:Cape Girardeau DHA Change Order information Brent do you have some time to talk about this later on this afternoon? Alistair Neii Superintendent KG Construction 573-535-9582 From: Schnuck Perry<PerN.Schnuck@andritz.com> Sent: Monday, February 26, 2018 6:45:58 PM 70:AI Neil Cc:Chapman Patty; Milbitz Andre; Gambrell Dusten Subject: Cape Girardeau DHA Change Order information AI, Andritz can provide for the Cape Girardeau Drying system the following equipment to modify the facility to reflect some of the recommendations of their dust hazard analysis. E ui ment: Quantit Descri tion 3 Screen Flexible connectors with roundin rin s 100 FT Materia{ Dischar e Hose, Conduct-O-Flex 8" 20 FT Dust Collection Inlets, Flexstat CR 4" 2 Dust ex losion isolation, 5L Interce tor 1 Ba house ex fosion deflector Engineering: z • Mechanical Engineering and Design • Controls System Engineering and drawings • Updated P&IDs • Updated O&M Manuals • Controi System Testing and Training Other: • Includes equipment shipment to site� • Does not include fire suppression system for baghouse . Does not include instailation of components • Does not include pipin , conduit, supports, or wiring Price: $65,100 Please see attachments of equipment cut sheets. Baghouse dust deflector to be designed by Andritz. Submittais to be provided 4-6 weeks after approval of CO. Delivery 6-8 weeks after submittal approval Thanks Perry Schnuck, PMP SEPARATION Region North America Senior Project Engineer ANDRITZ Separation Inc. 1010 Commerciai Bivd.South Arlington,TX 76001 817-419-1798 Phone 817-526-1256 Ceil 817-419-1998 Fax perrv schnuck(a�andritz.com www.andritz.com Thrs message and any attachments are sole/y for the use of the intended recipienfs. They may contain privileged and/or confidential information or other information protecfed from disclosure. If you are not an intended recipienf you are hereby noti�ed that you received fhis emai!in error and that any review, dissemination, drstribution or copying of this email and any attachment is stricfly prohibited. If you have received this email in error, p/ease confact fhe sender and delete the message and any attachment from your sysfem. Thank you fdCJT[CE - This co�rrnuriication rnay cor�tain confidential and privilcged infonnalien that is for the sole use oF th� intended recipient. Any vi��.;iny, cvpying or distribution a(, or reli�nce on khis messaye by uriinte.nded recipien'rs is stric'�iy prohibited. if you have received Ci�is rriessage in error, pfease notiPy us i�nmediately by replyinca to tite n�ess�g�ancl deie�fig it Prorn your cornputer. This message and any atfachments are sole/y for the use of the intended recipienfs. They may confain privileged and/or con�dential information or other information protected from disclasure. lf you are not an infended recipient, you are hereby notified that you received this email in error and that any review, disseminafion, distri6ution or copying of this email and any attachment is strict/y prohibited. lf you have received this email in error, please confacf the sender and delete the message and any aftachment from your system. Thank you .._�.__..._._,_�._ 3 � .I 9��rr�/G l�:�Ur �N�,Z 2 Brent Krue er 1 �� Subject: FW: Cape Girardeau DHA Change Order information ��"�� SSoG�/�TEI� ��;��, Attachmen�s: 1 - Neoprene Sock for Screen flex.pdf; 2 - Conduct-O-Flex- tuts eet.p f;3 - ex5fiat�� CR,PDF;4 - SL isolator.pdf Frorn:Schnuck Perry<Perrv.SchnuckCa�andritz.corn> Sent: Monday, February 26, 2�18 6:45;58 PM To:AI Neil Cc:Chapman Patty; Milbitz Andre; Gambreli Dusten Subject. Cape Girardea�a DHA Change Order information AI, Andritz can provide for the Cape Girardeau Drying system the foilo�r�ing equipmenf to modify the facility to refiect some of the recommendations of their dust hazard analysis. E ui ment: Quanti Descri tion " 3 Screen Fiexible connectors with roundin rin s 100 FT Material Dischar e Hose, Conduct-O-Flex 8" 20 FT Dust Collection Inlets, Flexstat CR 4" 2 Dust ex losion isolation, 5L Interce tor 1 Ba house ex losion deflector Engineering: • Mechanicai Engineering and Design • Controis System Engineering and drawings • Updated P&IDs • Updated O&M Manuals • Control System Testing and Training Other: • Includes equipment shipment to site • Does not include fire suppression system for baghouse • Does not include instailation of components . Does not include piping, conduit, supports, or wiring Price: $65,100 Please see attachments of equipment cut sheets. Baghouse dust deflector to be designed by Andritz. Submittals to be provided 4-6 weeks after approval of CO. Delivery 6-8 weeks after submittal approval Thanks Perry Schnuck, PMP SEPARATION Region North America Senior Project Engineer ANDRITZ Separation Ir�c. 1010 Commercial Blvd.South Arlington,TX 76001 817-419-1798 Phone 817-526-1256 Cell 817-419-1998 Fax 1 a vo rA rioN •� KaSON CORPORATtON ` 67-71 East Willow Street( Mil(burn, NJ 07041 � Te1: 973-467-8140 ( Fax: 973-258-9533 www.Kason.com � Description 096S-SD12L-GW FLEX SOCK,WHT.NEOPR., 8"X12"L WlGROUNDING WIRE, 1RING VENDOR#FSRO80-120-AA1 R ELASTIC BAND ON BOTH ENDS 1 i 1 �F ��,;��.,`�`.3`'`'i�-C+;C�C:l�:y��T.t�,{ �� .�r r .�j,.. �' .�-. 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' .. - ,y r , ,. � : ' � 4 _ _ . _ A .. ` :. . .".: .�.' _ . _ �' �,.�;. :. ... ,.. ;.,- .- ��Y �Yy'� . . . :.. �,.: . . '�. ' :-:.. ' _ � b�y j+ � 1 .+x'-b. -- . �i ��p c { t� 3 .-.t�".3'i,.vavt�i^'� "3i-.1 �. � . - ' " �3F:. f 2J^�'��_., . . . _ F . Z 2'i,.�".3�y�#y.�y R..- . l-i� "� -7'Y'-- ��. ' , ' - _ �d��i � � � ' _ _ h r �`� t �� L � ��).. - � .. � - ' �*c . <.�-��:�. �"`s �� _ 5 �,�,4 a ..� � � . . � `` ! . " `T -4`� �F i`. "t' . �;.'. ._._ c 5 .-t ... 1;.: " . � s - �� ...� i .,.:::: .. .. .. '. '.1 - � c � _ _ . h i' . . . . ' � � � ENGINEERING & TECHNICAL DATA — Flexaust° Conduct-O-Flex tNSIDE APPROX. WALL CL COMPRESSION NEGATIVE WORKING DIAMETER WEIGHT THICKNESS BEND RATIO PRESSURE PRESSURE (IN) (LBSIFT) (INj RADIUS (IN/HG) (PSI) IN � .145 N/A 1 2.8:1 29 30 1.25 .178 N/A 1.2 2.8:1 29 30 1.5 .21 N/A 1.4 2.8:1 29 30 2 .297 N/A 2 2.8:1 29 30 2.5 .303 N/A 2 2.9:1 29 30 3 .361 N/A 2.13 3:1 29 29 3.5 .42 N/A 2.48 3:1 25 2� 4 .586 N/A 2.8 3.7:1 29 16 4.5 .655 N/A 3.15 3.7:1 23 16 5 .727 N/A 3.5 3.7:1 22 15 g � N/A 4 4:1 22 13 7 1.15 N/A 4.7 4:1 14 14 g 1.138 N/A 5.5 5:1 7.3 1 Q 10 9.417 N/A 7 5:1 3.79 8 12 1.695 N/A 8.2 5:1 2•22 7 14 2.38 N/A 9.4 5.5:1 3.11 5 16 2.72 N/A 10.8 5.5:1 2.09 4 18 3.2 N/A 12 5:1 1.5 4 24 4.2 N!A 16 5:1 .62 3 Technical data based on 2 ft. straight lengths of hose @ 72° Construction: Doubie-ply neoprene coated polyester fabric hose coated with a conductive elastomer reinforced with a spring steel wire helix Temperature Range: -40°F to 250°F Standard Color: Bfack Standard Lengths: 25 Feet • Surface Resistivity Level: 103-10� Ohms/Square Discfaimer:The proper use and maintenance of hose and/or ducting manufactured by Flexaust is the sole responsibility of the purchaser and ulEimate user of the product. This information is presented as a general guide only. The number of variables which can be present in any application make firm recommendations impossible. Tel: 574-267-7909 • Toll Free Tel: 800-343-0428 •Tott Free Fax: 500-382-8464 sales@flexaust.com • www.flexaust.com ,._: A SC�3AVENBVRG HOSE TECHNOLOGY COMPANY � .' • � " C ENGINEERING & TECHNICAL DATA — Flex-Tube° FlexStat° CR INSIDE APPROX. WALL CL COMPRESSION NEGATIVE WORKING DIAMETER WEIGHT THICKNESS BEND RATIO PRESSURE PRESSURE (IN) (LBSIFT) (IN) RADIUS (INIHG) (PSI) IN 1 .17 .032 1.5 1:1 29 50 1.25 .21 .040 1.9 1:1 29 50 1.5 .24 .040 2 1:1 29 50 2 .3 .040 2.5 1:1 29 50 2.5 .5 .040 5 1.5:1 28 35 3 .55 .040 5.5 1.5:1 26 32 5 1 .045 7 1.5:1 18 28 6 1.25 .045 7.75 1.5:1 12 26 7 1.5 .045 10 1.5:1 11 25 8 1.75 .045 12 1.5:1 10 24 Technical data based on 2 ft. straight lengths of hose @ 72° Construction: Specially formulated static dissipative thermoplastic polyurethane hose reinforced with a rigid external ABS helix & an embedded copper grounding wire Temperature Range: -40°F to 200°F Standard Color: Clear Wall with White Helix Standard Lengths: 25 & 50 Feet • Surface Resistivity Level: 108-1010 Ohms/Square Disclaimer:The proper use and maintenance of hose and/or ducting manufactured by Flexaust is the sole responsibility of the purchaser and ultimate user of the product. This information is presented as a general guide on{y. The number of variables which can be present in any application make firm recommendations impossible. Tel: 574-267-7909 • Toll Free Tel: 800-343-0428 �Toll Free Fax: 800-382-8464 sales@flexaust.com • www.flexaust.com � a SCBAVEN$VRC� HOSE TFCHNOLOGY COMPANY . _ - . - � ,�., t.� .�s y, q } 4 � t � , x ; .; r `'ra �._ '-t �' a, 7 'a' .-�, ;y } � ,� - .=� ... _ . . I .�. ! � .5 i _ TECH��I��'�' , . ,. - r �� -_, ' � �`� �� = a � � ,�. .:t � . �. '� � • • ♦ YI� 3� ��5�{ i �� J2� �f `i_� � ��S +3 �'�S. ' - r _ � _ !`.J =s x.... � F� �r-I`?:Y.r'�.;z�`�`��a�-;'a�:�7-S Z?-i�Yv,.r ' r -�� :_ . - � �1TE�G'�PTQ�� : { - , . _ ��„h 3��r�.;�g� j� . _ � E�as�vn Sc,�,xession S�tfrm � � Tha lntercepfor-HRD exptosion suppression sysfstn is designed to provide ; � an ackive mathad to protecfi process $quipment fram �a dust explosion i ' ' f�azard. The principle of operation For the lntercepfior-NRt)system is timely � detsction o�the pressure rise during ihe initial sfiage of an explosion, /� �� ; �'. F � fallowed by fost injection of an extinguishing agent. The SL Interceplor-HRD # :y, � ' -�_ g EsoftEe includ0s a low pressure moniForing xwitch, OSHA lockout �nd a ; " _ teEescapic nozzle as standard feotures. Each HRD suppression bottle � ��' is actuated by a micro gas generatar (MGG) that reduces maintenance � casts with a 10 year ser�ice li�e. Severai suppressant agenFs are affered fo covsr bath sanitary and non-sa�itary applications. The InFerceptor-HRD � suppression bottles can be used for isolation purposas as well. Charnical E isolatian is often used in conj�nction with explosion suppression, expla- •,� �"•-�-...,� sion venting, or �famaless venting. �" C -�.._.��v "'`--�-�_�, Chem'scal supp�ession and i:olation systems ars designed for use in almost any process handling cambustibls dust. The Intercep3or-HRD system can be used for pneumatic conveying systems, dust collection sysiems, cy- Explosian Suppression Systern clones, milfs, dryars, canveyors, and starage vessels. - 5��k�'�'� _ . . .= _ - _ Power Requirement ` : t35N1� l.bckout : � 24 VDC, suppl�ed by�4NEX CQntroller Stanc�arc� : Set Pressure Suppresscrnfi Ma�eriols _ 1740 psi� (120 bar� @ 72°� Sodium Bicar6onate or Furex - Actu�tion Mediurn Bady Ma#erial Stored campre$sed Nifrogen Fowder �oated stes) Pcotess Temperafiure T�Iazz[e N[ateriellTYpe 24°F (-4°C� to 320°F {1 GO°C� Stainless steel -standard faiescopic design Environmentc�{ Ternperature Cerfiifications -30°F (-35°C� to 15$°F (7Q°C� ATEX - third party independent tested fo EN Attuator 15089 and EN 14373 MGG-micro gas generafor- 1 Q yr. service fife Complicrnce Environmentai Ingress NFPA b9, FM 7-76 IP 65 l�pPlitatian Pred Low Pressure Switch s 1 .0 bar (14.5 PSI) Standard App[itation Kst s 320 bar•m/s � s.�,YF-^,!,1„'�-` ��s�. no-.-� r��Y'S' :.:� � .' `^ - "u r -�..s+"._-�„�,F'L's��`'�p�"�^3t�fG ..a e+ �.��r✓ �yr 4 z r'�� ^e� . � � ..�- � 13 �r 1 ''. r,�' �.F-i -c- f�i-�_ fi�y, �� .f"��Lf � ,� '=.I � � �. ti.cr.:"`* �---� n c +} X,{g r�, ;, tR'� �`y �.y t r 3e"�s` b. 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X X E� aT W J � r � �!1 J N Q � F N� N ' c) c� � p � � z ¢ � P c0 y1 � � � - O u. � ,p O O Q Q��=O � U € � _ w N Z d a~LL m ac � � v m � ao�3o= w a�l Z p � Y z �aZoo° � Z .-; �°, °oax�� O apiO�WO � Qa� O � a a �C�O�u'O � =�C= 0 ; U < ¢ d �3wa3w a w � c� Q o w��aw� -� o? co o u W � a 4 �ou��u � v c � � N m 6 uZ " z 5 ,o« o o U � _ �O �O W Z y �=I tii�!i �w � � � 'n �Z MU I 1 F d � � C'r O n c J u°Ci az wj� Q� �Z W U s �� ¢ - � v, o, -- Q � Zo a�g i�wa �a � a O N N W �¢ wQ�ZOx w w � = Z z oo ��amzX �0 f Z o w Ur u, 07 M � Z �ri vi = � � � � Z �0 �O O � W � � W M f`') � � a � 1� 1� � '� pN N _ _ ,a v v Q Z � � � U W U Y � o � Q p � � w ��r'1 N � -�� ,Nj Q w Q m N O� � ��-.S W Q Q�� N U -� wO u�'a� ('') N w z � �W � h � N � a. a N � .� p z Z O = C C N ~ ^ � N � Z "� N = O W �--+ N V /n 0 � � v � S o o � U � � N z O 0 o z m O Z 0 o U � h t� N Z '- '- 0 � S Brent Krueger _ - From: Schnuck Perry <Perry.Schnuck@andritz.com> Sent: Tuesday, March 13, 2018 1:43 PM To: Brent Krueger ��; AI Neil Subject: Cape G wiring of Cannons Brent, 1. 120 VAC feeder circuit breaker in PLC panel: $30.00 a. Contract�r to wire to LCP(a)to be located on dryer room wall, suggested iocation between oil tote and man door to truck loading room b. Contractor to mount two(2) LCPs for chemical isolation system side by side c. Contractor to wire from optical sensor to be mounted in dust collector inlet duct to LCP(a) d. Contractor to wire from 5L chemical isolation bottle to LCP(b) e. Contractor to wire three (3) discrete outputs from LCP(a} to PLC panei, we have I/O available to support Thanks Perry Schnuck, PMP SEPARATION Region North America Senior Project Engineer ANDRITZ Separation Inc. 1010 Commerciai Blvd.South Arlington,TX 76001 817-419-1798 Phone 817-526-1256 Cell 817-419-1998 Fax perry schnuckCa�andritr.com www.andritz.com This message and any attachmenfs are solely for fhe use of fhe intended recipients. They may contain privileged and/or con�dential information or other information protecfed from disclosure. If you are not an intended recipient, you are hereby notified that you received this email in error and that any review, dissemination, distribution or copying of this email and any attachment is strictly prohibited. If you have received this email in error, please contact the sender and delete the rr�essage and any aftachmenf from your system. • Thank you 1 KCI Construction Company St. Louis,MO 63123 (314)894-8888 Fax#(314)894-7418 w�n�v.kciconstruction.com May 9,2018 Jacobs Attn: Mr. P.K. Mathai, P.E. 501 North Broadway St. Louis, MO 63102 Re: Job#12002 Cape Girardeau Wastewater Treahnent Facility Change Proposal # 137 — F(� ,��.�?//I•,L�� j��/��°`� �'� "�'�� - Dear Mr. Mathai, We propose to furnish the necessary labor, material, tools and equipment to perform the work assoicated with RFP #54, fire suppression system for baghouse and control of the loadout chute, for the increased lump sum of Two Hundred,Thirty-One Thousand,Two Hundred and Eighiy-Seven Dollars ($231,287.00), and a contingency of Twenty Thousand Doilars(�20,000.00) for future additions if required for a totat of Two Hundred, Fifiy-One Thousand,Two Hundred and Eight-Seven Dollars (�251,287.00). Please note the fo(lowing clarifications associated with this pricing: Pricing based upon email dated 5/8/18 from Perry Schnuck re(ated to scope clarification questions as wel( as email from Perry Schnuck dated 5/1/18 with Andritz pricing and scope clarifications. Wiring to local fire alarm panel within the Biosolids building for system tie-in with existing fire alarm control system. System to We have attached a copy of our change proposal estimate summary and backup for your review. If tllis proposal meets with your approval, please sign the attached copy in the space provided and return it for our records. KCI requests issuance of a Change Order prior to being requested to proceed. If you have any questions or comments, please do not hesitate to contact us. Sincerely, Approved ,�� By� , i' Brent Krueger Project Manager Date: Attachments � T � 00 � � Q1 � ¢5 C Q C Q � G. � C.� ¢ Q � -r F U � W V C� � Q Y O � w " O U �w .o v � � � � G � .�E t � v f— L �3 � v � � 1O 3 °' g; o c �s w 3 '�; � � ° � m o � `� 2 °- ,'� c7 x u a� m � � c E-� E c 5 �v i O � ca o U C1 Z L o V N O O �'f v1 V1 O O O O �n �D -� O O O � � � N a O O t� (Z] N N O O O O N rl �O O O �D c`i � � N � ti � Y in O o7 � W^ c� O O O O t� t� � vi N v'i [� �O O� c�i N y C � t E �' � � a � � oN+ � � v r�i � t� � vi rn r�i � � N N � U O z 'D z O� Nl �+1 m 7 I� � f� t� N 7 N CV �D CV � 3 � t� d N `T N Q 'o O U � � � N � O V ' n � o ° � � z y >, a � n. a. 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Install a�xed industrial fire suppression system using a dry cheinical as the suppressant inside the baghouse and as tnanufactured by Ansul or approved equal,and with the required controls; all as designed and supplied by Andritz. 2. A float to control the operation of the loadout chute has been supplied; however, tIus control function was not included in the original scl�ematics for the Ioadout chute. Provide the necessary controls to stop the loadout and to automatically raise the chute upon sensing the truck is full. Please contact me at 314-650-4412 or pk.mathai�jacobs.com if you have any questions or need any additional inforinatioil. Sincerely, Jacobs ��/��c�� P.K. Mathai,P.L. Project Manager c: Casey Brunke CSX65101-932 Jacobs Engi»eering Group Inc. , . t • Brent Krueger From: Schnuck Perry <Perry.Schnuck@andritz.com> Sent: Tuesday, May 1, 2018 5:05 PM To: Brent Krueger ��; AI Nei{; Milbitz Andre; Kirkland Ken; Chapman Patty Subject: Cape Girardeau RFP 54 Attachments: RFP No. 54 (Rev 1) - Fire Suppression System for Baghouse (3-6-18).pdf; CO2 High Pressure Manual.pdf; Ansu1542R.PDF;Ansul CO2 Brochure.pdf Brent, In response to the Cape Girardeau VWVfF's RFP 54 Rev 1: Andritz offers an updated quate to provide a Fire Suppression System for Silo Baghouse, including Carbon Dioxide (CO2) system with an automatic detection system with heat deteckors, a manual pull station, system disconnect switch, engineering, programming, commissioning, documentation, and training for$44,100. Price excludes installation, conduit, wiring, anchoring, foundations, platforms, ladders, or supporfs, Design Engineering Review per DHA, and sales tax. Andritz.anticipates that KCI will need to run wiring and conduit from the fire suppression system to the building fire alarm monitoring and ensure the Andritz PLC is able to monitor status of fire alarm system to prevent operation in event of a fire. Andritz offers to provide work to allow functioning of the truck(oadout chute tilt switch. Andritz offers to provide barrier relay, engineering, programming, commissioning, documentation, and training for$15,412. Price excludes instaliation, conduit, wiring, anchoring, foundations, platforms, ladders, or supports, and sales tax. Andritz estimates that KCI will need to run wiring and conduit from the Truck Loadout spout junction box to the Truck Loadout Panel and from the Truck Loadout Panel to the PLC Panei. Thanks Perry Schnuck, PMP SEPARATION Region North America Senior Project Engineer ANDRITZ Separation Inc. 1010 Commercial Bivd.South Arlington,TX 7600t 817-419-1798 Phone 817-526-1256 Cell 817-419-1998 Fax perrv schnuckCo�andritz.com w�riw.andritz.com This message and any atfachments are solely for the use of the intended recipients. They may contain privileged and/or confidential information orotherinformation protected from disclosure. If you are not an intended recipient you are hereby notified that you received this email in error and that any review, dissemination, distribution or copying of this email and any attachment is sfrictly prohibited. !f you have received this email in error, please contact the sender and delete the message and any aftachment from your sysfem. 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" �f. , - . z _ . . : C ..:< " .,+ !�� Y a: ,T S � / _ .,Y ' 4 i�l � "� � � � .. � � _ 4 r J . : 2 r y`�, �• i � � t � � "`-{ ] � r1 � � � t �� - L T ' .- p � i � y y f-.. I y t � i `.( 3 - t � � � ( t F �` t . 1-` ' Z ._ 1 .� 4, - .t �y - -� t i � }. r yh " ... .`^ ` ': 3 ,� ..` ''; `' f ., 1 ' �� S � � � r-� � Y - .. C ��5 9 ., .' , . �. __ r r .,. _, � _� �.. 1 � �` .� - .. - _ � , �` ANSUL H_�gh Pressur.e Carbon Dioxide. Systerns are especially effectt�e�fior non acc��ed hazards ` ,; -t .. ._. � : �. . ��-z:'t �.k �w t �. '.� �_a r : l,��_ � . � �uch as serniconc�uctor wet benche�r control roorns aricf pa�nt 4mes r Whatever the,appl�cation;� _ a . ..� _` . � .4 z f J � 'L .._ ,:� .�. . . � -.- .. ; i: `t ;� .� ��.� � _. :` , n Y�.' 7- y ? �r^4 �- firom cy(�rider to �ozzle, each systern is custorn designed for your-specifiic fire hazards � y. � _ . s : ��2 y .. r5 -.S .�r L l _t t _ , 7 G . - ., � � - '.. f - . .� � ._t � -� ,i r ` '' s- s- t�-c�` . r ___ _ T 'i ..y Y _. . �1. �t t .� 'a r- ' � .` �� : c � {,r� ts .- x.. _�... -, . ._ _. Y.`G . r� . � , �' 4 �F�."t =r � t � c =High press�re s�s�ems use �ndiv�dual:storage c�i�nders �`from 35 4b C16.kg) to _ �20 (b�,(S4 kg) � r � : , � � r 3 � .� ' s � -F r . % t �E. 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F -. . prav►de:an al€ernat�ve to marirfQldiFng �ii�h pr�ssure cyl�nders Tner�anks are confEgurecfr 4 _ v"5 l, `3 r ?. >> } . ' J :y R � '� . �.�-y ' ; `, vert�ca{ly to save,�valuab'le floor space min� �bulk tanks can provide protec�Eon for - ;; ... ,�� S f .. C t : L. � _. '. .l � ', . . �: �� .� .i .�: r. . . �` non?oceup�ed`2total flood, Iocal appl�cat�on hazards, hose reeis or.}cusfom designs such � _ ; T �, � ; } : ; - . x f . f -. 1� r >-�` . f4 = _� as 1n�e�ti�ig or�spurt �ys�ems � - ` � ;� _ ' - � � ' } { �� i � � - �.?� ' - �?t .i- - - r��r-.� _�� a i e •c i� ''� �• � � .._� c ,S,r t .' �.�..� .,.. ..,_...._.._. .. �. ._x x .�_...__....,_..._. ........�.< .._.3.��_. .._ _.....�_ ��_:.-,..v_,. '.�........�.,_�<_ ._...�...�_�t.�:�._c2�..a.r:sc�Y._4__�.tE.�,,.__.�5fi_._:`Ta._..�a..>3s.:._l:::ss�:c� _ . .� ' • ' �� • � • .• • •�• ' � • � � • S'{�: f= ' • • �r��; • ' • • • - � • i• t� � � � � • • • •• �'i�� •��• � i�� ~ .*� ``R� °'l�l� _ -. � - _ � , . - .. .• �� . .- `:., . - .. . _ . �� - ��• . �� . . :• ._ . . . . - '�� ... ..- - . �Y��l� _ m� _- � � - Sr - ._ . . - - 1:: -_ . . . . - �: . . -- . - � . - - - � -� Missouri Department of dnr.mo.gov '�.. � NATU RAL RES4U RCES Michae) L. Parson, Governor Carol S. Comer, Director � �' July 5, 2018 Ms. Casey Brunke, P.E., City Engineer City of Cape Girardeau 401 Independence Street Cape Girardeau, MO 63703 RE: C295531-01 /C295531-02 / C295331-03 City of Cape Girardeau, Missouri Wastewater Treatment Plant Upgrades, CP0001299, Change Order No. 16 Dear Ms. Brunke: The Missouri Department of Natural Resources' Water Protection Program has approved the enclosed Change Order No. 16 for your contract with KCI Construction Company, Inc. for the Wastewater Treatment Plant Upgrades to serve the City of Cape Girardeau, Missouri. The project receives funding through the Clean Water State Revolving Fund Loan program. This change order has been reviewed for compliance to 10 CSR 20-4.040 with regard to changes in contract price and/or time and 10 CSR 20-8 in regards to sanitary engineering features. This change order modifies the plans and specifications approved on June 5, 2012. It increases the "' � eligible cost of construction by $398,108, and changes the Contract Time-Ready for Final Payment from October 18, 2016 to December 31, 2018. 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 years following the completion of disbursement. t�. Rerycled paper Ms. Casey Brunke, P.E., City Engineer July 5, 2018 Page 2 � If you have any questions feel free to contact me at 573-522-9723 or Department of Natural Resources, Water Protection Program, P.O. Box 176, Jefferson City, MO 65102-0176. Thank you. Sincerely, WATER PROTECTION PROGRAIVI.- . _.,l . ,: � � M__ .. �._'I� :� �� i'� , , I`u-�' � Cynthia M. Smith, P.E., SRF Engineering Unit Financial Assistance Center CS/ng Enclosure c: Mr. P.K. Mathai, P.E., Jacobs Engineering Group, Inc. Southeast Regional Office Mr. Paul Dickerson, Water Protection Program, Compliance and Enforcement Section Ms. Courtney Zimmerman, Water Protection Program, Financial Assistance Center �' �//�Y l_✓/ �,i __� `3 . � , Redecker, Cindy From: Brunke, Casey L. Sent: Wednesday, December 04, 2019 1:48 PM To: Redecker, Cindy; Mathai, PK Subject: FW: Change Order 17 Good Afternoon! I spoke with 1oe with MDNR this morning. Please see below. I think we're goad to proceed with processing CO #17. Thank you! Thank you, Casey Brunke, P.E. Assistant Public Works Qirector City of Cape Girardeau Phone: (573} 339-6351 From: Blume, Conrad [mailto:conrad.blume@dnr.mo.gov] Sent: Wednesday, December 4, 2019 1:45 PM To: Brunke, Casey L. Subject: Change Order 17 Casey, The loan SRF Loan for Project No C295531-01 has been closed out.Since this change order did not included any technical changes to the project and the loan is closed no approval from the Missouri Department of Natural Resources is required. I also talked to Todd and he provided adequate information on the spare parts. If the City wishes to use the credit towards the existing loan it is recommended to use it to on the regular required repayments rather than doing a separate repayment. Conrad (Joe) Blume, P.E. Cleau\�'atc.r F�nbinee►-ing Ui�it Chief Financial.lssistanc�Center 1 Change Order No. 17 (Final) Date of Issuance: November 13, 2019 Effective Date: NOvembe� 13, 2019 P�o�e�c: Wastewater Treatment Facility oW�e� City of Cape Girardeau oWne�'s co�tract No. 3534 co�t�a�c: Wastewater Treatment Facility(SRF Project No. C295531-01) oate ot co�t�act: August 3, 2012 co�ua�co�: KCI Construction Company, �f1C. Engineer'sProjectNo.: C5X651O1 The Contract Documents are modified as follows upon execution of this Change Order: Description: Project Completion and Credits See attached list Attachments: See supporting documents attached. CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price: Original Contract Times: ❑ Working days � Calendar days Substantial completion(dayso�dace): July 20, 2014 $55,674,000.00 Ready for final payment(days or date): AUgUst 19, 2014 [Increase]from previously approved Change Orders [Increase]from previously approved Change Orders No. 1 to No. 16 No. 1 to No. 16 Substantial completion(days or date): MarCh 31, 2015 $6,658,161.98 Ready for final payment(days or date): OCtObBf 18, 2016 Contract Price prior to this Change Order: Contract Times prior to this Change Order: Substantial completion(days or date): MarCh 31, 2015 $62,332,161.98 Ready for final payment(days or date): OCtObef 18, 2016 [Decrease]of this Change Ord r: [Increase]of this Change Order: �(�(��j 4�-.`j(�� C� Substantial completion(days or date): MarCh 31, 2015 __{$C6;�4_.�-}--- Ready for final payment(days o�date): Decem ber 31, 2018 Contract Price incorporating this Change Order: Contract Times with all approved Change Orders: Substantial completion�days or date): MarCh 31, 2015 $62,265,217.22 Ready for final payment(days or date): DeCemb2P 31, 2018 RECOMMENDED: ACCEPTED: ACCEPTED: � J--___ By. ,'P.-��4�tw`'_ BY: �l J�`�.�'11.s�- By:� _��C Engineer(Authorized Signature) Owner(Authorized Signature) Contract r(Authorized Signature) Date:��I.��D/9 Date: ��J �1..,� (�� Date:_�5 (9 Approved by Funding Agency(if applicable): Date: EJCDC No.C-941(2002 Edition) Page 1 of 1 Prepared by the Engineers'Joint Contract Documents Committee and endorsed by the Associated General Contractors of America and the Construction Specifications Institute. WASTEWATER TREATMENT FACILITY CAPE GIRARDEAU, MO Change Order No. 17 (FINAL)—Project Completion and Credits The Contract Documents are modified as listed below: 1. Pay Application Item 345 Credit for Spare Parts (Note 1) ($42,391.82) 2. Pay Application Item 346 Reduction of CO 15—Contingency per CP 133 (Note 2) ($,4,552.94) 3. Pay Application Item 347 Reduction of CO 16—Contingency per CP 137 (Note 2) ($20,000.00) Total Credit,This Change Order (Total 1 through 3) ($66,944.76) Notes: 1. Credit for Spare Parts is the price of spare parts that were not delivered to the City and agreed to by the Contractor. See attached spreadsheet of Credit for Spare Parts—Cost Estimate. 2. 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II - �:�� :i�� v .�.'G.".1 �:. 10315 Lake 31ui Drive St.Louis,MO 63123 {31�'.)894-8888 } Fax#(314)894-7418 wwwJcciconsiruciion.com �ecember 14,2^vl� 9acobs A�'in:I��r.i�.K.1VIathai,�.�. 501 11o�ih�roadway Si.Louis,iViO 53ic2 i�e: �ob�12002 �ape C�irardeau V�Iasietivater Treair�eni Facility , � F a ;.j �� Change Proposal# 133 — t��`'a�•.�,7 �'n'-��'`� ��"�a�'�'��✓� ,� � Dear,Mr.Mathai, We prapose to furnish the necessary iabor,material,tools and ecguipinent ta Provflde�RYEit SYSTEIVI IMPROVEMENTS PER RFP#51 ,for the in�reased Y�tiMP SUM of FOUR-HIJ1�1Dd'.E� EIGHTY-NINE TbIOUSAND,SEVEI\T-Y-IUNDRED&TI-IIRTY-SEVEN DOLLARS($489,737.00), AND A CONTINGENCY OF TWENTY THOUSAND DOLLARS($20,000)FOR FtiTURE C.�fQ.l�: ��f'If7' d 6 A�DDITIONS IF REQUIRED FOIt A TOTAL OF FIVE-HUNDRED P+iIi�iE THOUSAIVD,SEVEN ��J�� . ��,��,Q/ HUi�TDRED$z THIRTY SEVEN DOLLAAS($509,73�. l Please note ihe iollowing clarifications associated with this pricing: SEE ATTACHED INCLiJSION/EXCLUSION LISTING.INDIVIDUAL CIIANGE PROPOSALS SIYALL�E GENERATED FOR USE OF CONTINGENCY MONIES TO ALLOW FOR APPROPRIATE FEES We have attached a copy of our change proposal estimate sumrzary and backup far your review. if ihis p;oposal meets with your approval,please sign thP atiached copy in the space�rovided and return ii ior our records. By sia ing thi�change praposal,you are authorizing us tfl procPed with th�wark and ��-:,eing t�fo��✓ard th�appropriat?ch�-�ge doctunents�nd p�ym��3f i'�v abos�e a:�aur.[w?th�n 60�ays of work pe�ozi��ance. Ii y�ta have any quesiions or cem�:lents,ple2sv do n�i hesitat�io cont�ct us. Sincerely, Approved �Y� ��-� Michaei Opels � �,�. Proj�c�I+�ianag�r Daie: ,J�.�°��'��°�-. �ttachments � , . -''��'i�-�.�. a ' � �, > ;';,'�' �.:::s t�ii=aCi9Ca€i s��''i��3�� i u,:�ti:.a,c.. :;�i s ��P�� i. ��is,��B3'�23 {3;„)�94-8888 t=a;;=(3?�)394-id'i� c,wrbv.�;vi�orsst:�t�r;o:,.�orn _... _... _ . ._ UL;?, 2�� v��i�� _^:�fi: �/i�', �.��.I`�c.�a��.i; _ :�. 5�1 1��z�<��:��,�b�� *. �e��s, i,�� 3?!�% ?e: �c�L12�G2 �Gp��i�ar�leau�T+��stL�a�er Tre�t►ne�t�acilit-y *�� af��y�� A�f�� Ct�a:�ge Pro�osal� i37 � �;.�,� ,��t,��`1�� ,,. =� m �` 6 ; �° Dear Mr, P,/Iathai, We propose to furnish the necessary labor, material,tools artd equipment to perforrs► the vvork assoicated with RFP#54, fire sugpression system for baghouse and control of the 14adflut chute,for t�e increased lum� sum of Two Hundred,Thirty-One Thousand,'Tw� Hundred and Eighiy-Seven Doilars (�231,287A0}, and a contingency of Twent�Thousand Dotlars ($ZO,OOO.Q4) for future additions if NQ1�� G1,5'P� requirecl for a total t�f Two Hundred,Fifty-One Thousand,Two Hundred and Eight-Seven D�iiars (�251,287.00). Please nQte the iollowing cla,ificati��s associated vviih this pricing: Prici��g based upon email dated 5/�3/1$ fr�m Perry Schnuck related to scope c;arification questi�ns as well 2� email fro7r�Perry Schnuck dated 5/1/18 with Andritz pri�ing and sd�p��larif;cations. `vViring tQ locai fire alarm panel within the Bicsoiids build�ng for system tie-in vaitl�existing fire alarm �on�r�l s;ste�n. System t� We�ar� ai�acl��d a�opy of�ur c�ange preposal es�iir�ate su��na,ry ai�d'�ac�Cup for your r�view. If�l�is p��p�sai ;;,w��s v��l, j�v�a€•apYr�v�t, please s��±tz�e��tache� evp; ��t1-�e s�a�� r�ivflde�i �r��l r��a�� i±fa=��rec��. KCI r�c�ues�s iss��nc� of a �E�a�g��°�er�rior to befr�g re��aest��l t�s prnc��e�. If y�?:� h�� any questions er cernm�nts, piPase do n�t hesitat�.t� contact�.�s, S�neere�y, `�Ppra��,d /�� By:��,�� .......� .�-� � � I3rL�t Krueg�r ,� ,� P;t�j�c�M��a�er ��`': I ✓ ��>ks��"l�13��5 Redecker, Cindy From: Brunke, Casey L. Sent: Friday, November 22, 2019 1:01 PM To: Redecker, Cindy Subject: FW: 3534 - Change Order#17 (Final) -- Numbers do not match.pdf Mi Cindy! I will be at City Hall later this afternoon, around 3;30 ish. If you have these ready, I can sign ther-n then. If not, I'll sign therr� next week. Th�nk you! Thank yc�u, Casey Brunke, P.E. Assistant Public Works Director City of Cape Girarcleau �hane: (573) 339-�i351 From: Mathai, PK [mailto:PK.MathaiCa�jacobs.com] Sent: Friday, November 22, 2019 12:59 PM To: Redecker, Cindy Cc: Brunke, Casey L. Subject: RE: 3534 - Change Order #17 (Final) -- Numbers do not match.pdf Cindy, Yes I see the typo in [Decrease] of this Change Order as $66,994.76. It should be corrected to $66,944.76. Please hand- correct the number on all 6 originals and ley Casey initiaf the correction. And then she can sign the CO for processing. Tha n ks, PK 314-650-4412 From: Redecker, Cindy [CRedecker@cityofcapegirardeau.org] Sent: Thursday, November 21, 2019 9:15 AM To: Mathai, PK Cc: Brunke, Casey L.; Redecker, Cindy Subject: [EXTERNAL] FW: 3534 - Change Order #17 (Final) -- Numbers do not match.pdf P K, Casey asl< me to forward rny questians to you. Please direet as to how you v,rould like ta proceed witk� this. "I�lYank }�ou, Cindv Redeci:c►• Project 5��;cialist C"ity of Cape C;irardeau Duvelo��ment Services 4(�l Intlepe��dence St�•eet Cap� GiX�z�rdcau; 1�-'(iss�7uri 6�7{)i Phane: ;�73-33i)-Ei�?7 i ' �^a�: y73-i 39-Cj;�{}j credeckerCa@citvofcape.or� From: Redecker, Cindy Sent: Thursday, November 21, 2019 10:54 AM To: Brunke, Casey L. Cc: Redecker, Cindy Subject: 3534 - Change Order #17 (Final) -- Numbers do not match.pdf Casey, How do you want to proceed? Change Order#17—has a typo on the front page. Please see the attached and direct. Thank you, Cindy Redecker Project Specialist City of Cape Girardeau Development Services 401 Independence Street Cape Girardeau, Missouri 63703 Phone: 573-339-6327 Fax: 573-339-6303 credeckerCa�citvofcape.or� �y�.i t:.�;.- ti��i.� ....r..��=t:�� ._, ,.•t �<«,> �.�r�r��<�€� .:., . ,...��.�.a! ,,€�.. �r:�•�•�°� �<�c, €r� � r��t:r„ C��°�is I3,�+ !`3,:_^ .>e .��<>c�c��t:�'3f:x 3:�:�. �u..�t� 3;r��.::�t. .=��y c>:€s�i:,, :.�.,b�ir rr t:i;�tr3 3��,;:,.°5 , �� 3�; 3.r _s:�iz�a :. .t>;�r�c�s��r:�e°l��y��r�i•ttc�3•�Jrxd r� E,.€.�.��, . . . i��.: ,� }?�:.1 �k;�..r,. �F y.�t3 t��vE. . .r�',�.t7 1t�:•��; a r.�__a<�:; i:��err�r,i, }�'`��5�. L,ti;'�� €,� ,r��i:�r; !�;itr..l: �;� s.<,;iy�•c� tr>t��_ r t�.;tas�,e ,�rici . .{r=1�i�., .� .,r;�� ,�,,.�r .r�=ti��,�t<�r. 2 ��--� OP ID: MI ACG�`ij��'� DATE(M M/DD/YYYY) �— � CERTIFICATE OF LIABILITY INSURANCE o��zo��2 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 314-657-2959 NAMEACT JD Kutter Insurance Associates 314-657-2970 PHONE FAx C.J.Thomas Company,Inc. a,�c No Ext: A/C No: 800 Market Street, 18th Floor E-MAIL ADDRESS: St.Louis,MO 63101 PRODUCER KLOST-2 CUSTOMER ID#: INSURER(S)AFFORDING COVERAGE NAIC# INSURED KCI Construction Company� IIIC. INSURERA:AfII@I'ISU�@ IIlSU�811C@ CO 19488 10315 Lake Bluff Drive iNsuRERB:Zurich American Ins Co St. Louis, MO 63123 INSURER C: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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 AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR 7ypE OF INSURANCE ADDL'SUBR pOLICY NUMBER M�DY/YYYY �� MMLDD/YYYY I LIMITS LTR ' GENERAL LIABILITY I ' � EACH OCCURRENCE $ �,OOO,OO IQ X COMMERCIALGENERALLIABILITY GL2048571 I� ��/0�/�� 10/01/12 pREMISES�aoocurence $ _100,�� CLAIMS-MADE � OCCUR II MED EXP(Any one person) $ 5,�� PERSONAL&ADV INJURY $ ��OOO,OO GENERALAGGREGATE $ Z,OOO,OO GEN'L AGGREGATE LIMIT APPLIES PER�. � � PRODUCTS-COMP/OP AGG $ Z�OOO�OO POLICY X PR� I, LOC $ I AUTOMOBILE LIABILITY ' COMBINED SINGLE LIMIT $ �,OOO,OO A X nNv,4uTo !�CA2048570 10/07/11 l; 10/01/12 �Ea accident) _ i '�I BODILY INJURY(Per person) I. $ ALL ONMED AUTOS BODILY INJURY(Per accident) $ 1I SCHEDULED AUTOS � PROPERTY DAMAGE X I HIREDAUTOS I��, (Peraccident) $ 1, $ I X �, NON-OWNED AUTOS I _ _.____ ____ $ I X I UMBRELLA LIAB � X OCCUR � EACH OCCURRENCE_ $ �O,OOO,OO EXCESS LIAB �I CLAIMS-MADE AGGREGATE $ 'I O,OOO,OO B r -- AUC508767906 10/01/11 10/01/12 � I DEDUCTIBLE � $ � X I RETENTION $ O �� $ '�, WORKERS COMPENSATION � '', X TNRY LIM TS �ER I AND EMPLOYERS'LIABILITY Y�N iI I A �I ANY PROPRIETOR/PARTNER/EXECUTIVE WCZO4HS72 10/01/11 'IO/O'I/'IZ E.L EACH ACCIDENT $ 'I�OOO,OO '� OFFICER/MEMBER EXCLUDED? ❑ N�A I �I (Mandatory in NH) j EL DISEASE-EA EMPLOYEE $ ��0��,�� i If yes,describe under I ��, li ,� �,000 0� '� DESCRIPTION OF OPERATIONS below � E.L.DISEASE-POLICY LIMIT $ � DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) PROJECT: WASTEWATER TREATMENT FACILITY. ***SEE ATTACFIMENT FOR ADDITIONAL WORDING*** CERTIFICATE HOLDER CANCELLATION LCAPEGI SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN CITY OF CAPE GIRARDEAU ACCORDANCE WITH THE POLICY PROVISIONS. 401 INDEPENDENCE STREET CAPE GIRARDEAU, MO 63703-6224 pUTHORIZED REPRESENTATiVE ,�' . 1 i , r . •�i �i (� t J ' P �� f, O 1988-2009 ACORD`CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD � �i!' �„e.r�..�w�rrr„ ,/ INSURANCE 1�SS+�►Ct�T°ES KCI CONSTRUCTION COMPANY CERTIFCATE ATTACHMENT PROJECT: WASTEWATER TREATMENT FACILITY. CITY OF CAPE GIRARDEAU, MISSOURI AND JACOBS ENGINEERING GROUP, INC. ARE INCLUDED AS ADDITIONAL INSUREDS AS REQUIRED BY WRITTEN CONTRACT UNDER THE GENERAL LIABILITY POLICY (FOR ON-GOING AND COMPLETED OPERATIONS) WITH RESPECT TO WORK PERFORMED BY THE NAMED 1NSURED ON THE ABOVE LISTED PROJECT. SUCH COVERAGE IS PRIMARY AND NON-CONTRIBUTORY. WAIVER OF SUBROGATION APPLICABLE WHERE PERMITTED BY LAW. CANCELLATION WILL BE PROVIDED BASED ON THE POLICY TERMS AND CONDITIONS SUBJECT TO MISSOURI STATUTORY REQUIREMENTS: • (60) DAYS NOTICE—NON-RENEWAL ANY OTHER REASON • (30) DAYS NOTICE—FRAUD, CHANGES IN CONDITIONS, INCREASED RISK, CARRIER INSOLVENCY, CARRIER LOSS OF REINSURANCE • (10) DAYS NOTICE—NON-PAYMENT OF PREMIUM (2016) �► .� Affiliated with rrrorv�s C.J. Thomas Company 800 Market • 18th Floor • St. Louis, MO 63101-2506 Phone: 314-657-2959 • Fax: 314-657-2970 �, OP ID: KC ACOROM � DATE(MM/DD/YYYY) �� ' EVIDENCE OF PROPERTY INSURANCE o7�2oi2o�2 THIS EVIDENCE OF PROPERTY INSURANCE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE ADDITIONAL INTEREST NAMED BELOW. THIS EVIDENCE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS EVIDENCE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE ADDITIONAL INTEREST. AGENCY PHONE 314-657-2959 COMPANY A/C No Ext: JD Kutter Insurance Associates Travelers C.J.Thomas Company, Inc. P.O. Box 66852 800 Market Street, 18th Floor St Louis,MO 63166-6852 St. Louis, MO 63101 FnAic No 314-657-2970 ADDRIESS: CODE: SUB CODE: AGENCY KLOST-3 CUSTOMER ID#: INSURED LOAN NUMBER POLICY NUMBER BINDER#47812 KCI Construction Company EFFECTIVE DATE EXPIRATION DATE CONTINUED UNTIL 10315 Lake Bluff Drive 08/15/12 08/15/14 TERMINATED IF CHECKED St. LOUIS� MO 63123 THIS REPLACES PRIOR EVIDENCE DATED: PROPERTY INFORMATION LOCATION/DESC RIPTION CITY OF CAPE GIRARDEAU, MO WWTP 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 EVIDENCE OF PROPERTY INSURANCE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. COVERAGEINFORMATION COVERAGE/PERILS/FORMS AMOUNT OF INSURANCE DEDUCTIBLE CITY OF CAPE GIRARDEAU,WINTP BUILDERS RISK 55674000 25000 INCLUDING EARTHQUAKE 55674000 500000 REMARKS Includin S ecial Conditions CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. ADDITIONAL INTEREST NAME AND ADDRESS MORTGAGEE X ADDITIONAL INSURED X LOSS PAYEE LOAN# CITY OF CAPE GIRARDEAU JACOBS ENGINEERING GROUP� INC. AUTHORIZEDREPRESENTATIVE SUBS&SUPPLIERS ATIMA � �� E � ,� �� i r�'�� : ACORD 27(2009/12) O 1993-2009 ACORD C�RPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD �•�-, OP ID: KC DATE(MMIDD/YYYY) '`��oRn� � CERTIFICATE OF LIABILITY INSURANCE 07/24/12 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement s . PRODUCER 314-657-2959 NAMEACT Jud Mitchell JD Kutter Insurance Associates 314-657-2970 PHONE 314-657-2959 aC No; 314-657-2970 C.J.Thomas Company,Inc. ac No eXc: 800 Market Street, 18th Floor aooR�ess: �ud 'dkutter.com St.Louis,MO 63101 PRODUCER KLOST-2 CUSTOMER ID#: INSURER S AFFORDING COVERAGE NAIC# INSURED SEMO PORT RAILROAD INSURERA:T�aV@I@I'S 25674 10 BILL BESS DRIVE INSURERB: SCOTT CITY, MO 63780 INSURER C: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BEIOW 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 AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR 7YpE OF INSURANCE ADDL SUB pOLICY NUMBER MMlDD/YYYY MM/DD/YYYY LIMITS LTR GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ CLAIMS-MADE �OCCUR MED EXP(Any one person) $ PERSONA�&ADV INJURY $ GENERALAGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PR� LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE HIREDAUTOS (Peraccident) $ NON-OWNED AUTOS $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY Y�N ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ N�A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ A RAILROAD - BINDER#47811 07/20/12 08/15/14 2,000,000 Per Occ PROTECTIVE 6,000,000 Aggregate DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Addltional Remarks Schedule,if more space is required) PROJECT: CITY OF CAPE GIRARDEAU, WWTP DESIGNATED CONTRACTOR: KCI CONSTRUCTION COMPANY CERTIFICATE HOLDER CANCELLATION LCAPEGI SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN CITY OF CAPE GIRARDEAU ACCORDANCE WITH THE POLICY PROVISIONS. 401 INDEPENDENCE STREET CAPE GIRARDEAU, MO 63703 AUTHORIZEDREPRESENTATIVE ti � �� . �� t ( ��. OO 1988-2009 ACORD C RPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD .. ., . ,�. � WASTEWATER TREATMENT FACILITY CITY OF CAPE GIRAIZllEAU. MISSOURI OML�Contr�ol No: 209Q0030 Approved; OS/O1/200B � Approval Expires: Ol/31/2011 ��E �ttvit'OXUIlE'_Ttta�� T'ratec�tion Agency Disadvantaged Business Enterprise Prngram DSE Subcoritractor Perfozmance Form N.�IE OF SUBCONTRACTOR3 I�ROjECT NA11�SE Gornmerc�u,l �a�wares Cape Girardeau WWTF ADDCP.LLSS BID/PROPOSAL NO. �I. Lou,is, /YIO n/a 'fEGEP�It�NL PV'�. E-4IAIL f1I7I�P.F.5.5 3(¢- 256 - 0985 �bafh�,�,,��cs�s c- b l.�e-F pR.I�vi�CO1�II'ItAC'T'fORNAME KCI Construction Company CpNTTtr�CX' I'�'GM QF W�TtK OR DESQZIi'TTON OF$SRVIC6S BII]TO rRICt'C3�N'nRK l'XTu`l�i NO. 1'RIIvIF3 S[iEfiiITI�T.)'I O PItIh1E{:()I�TItACl QIZ � [�erS'� �r�C+ /�cGCSSari�S� �'Lp�000. 00 f-�rC ��G�intjr,t�s�+c:�s Currenfly eerdfied as an MBE or.WBE un r II' 's.D gram? Yes Na 5ign ature of Prime Contrac4or Date Piint N'ame T3 7 3/12 Doug Jone s, Pr s ident S' ature of'Sulxonnactor Date ItiTanie Title .�� _ _._ _ Print '3ubcvntractor is defined E+s n�vmpany,firin,joint venture,or individunl who enlers into an agreement with:a contractor to provide set�vicos pu:svant to an HPA awnrd of iinancia3�assistance. EPA FORM 6;00-3(DBE.Subcontrector PetfottnonceFarm) CSX65101 004300-5 BID FORM SUPPLEMENTS RO-4/16/2012 � - . � WAS'I'EWATER'I'REATMENT Fi1CILITY C11'Y Or CAPE GIRARDF,AU, MISSOURI c3��coz,�,na�a4: 2�a�o n�y,�.��a: as/o�/�_>oc� � A��ro��t�a��: m/3i/za��i ��,� F;tl4irvncn4�ntal Protc�c�ti��tl�eiacy Disad�antaged Business Enterprise Progxazn. DBE SuUcontTactor Perfonnanee Form "I'lie piiblic rc�>arting ancl rrcnr�ikc�epizig burden for t3us collectron al infonnatioitLs estirtiate�E to averap;e tifieen ('k5) minaites. C3urden means tiie t��tal time, el�ork, ur finutcial risources expen�lect by persons to gan�rate, mai-ntain,eetvn,oz�ctisrlose or pzovide uifomiation ta or#c�r a�edertil iigenry.TTus includes the time�i�eded tc> review instzuc8vns;<levelo},xqi�ire,inst.�IL aztid utilize teehnulhgy an�i systems for lhE purpases of colleeting, valiii:ifing azid vecifyin�infoz�nation,processiny,�nc�maititainuig uiformatian,and ciis�lo�ing and pr�viding infc�xznaiion;a�ijust Ehe e�stizig rvays to cUniply rtiitli any pre4ivusly ap�licable instiuctions an�l requirements; train p<<rs�mXel ko i�c able[��re.spanct tv�z c�ile.*ctian ot infotmatio��;sea�h data souzXes;�omplete ana rr.vtew thc caElectlozt nf znEarmrattun:an�i trt7n�anit or�Eherwise elisclose th�u�.fa�n��tinn. An agency ytta�rtc�t condrzet at. sp�nsor; ruicl a p�.rsc>n is itot rec�uired to res�>nsid tn, a colleclian of intonnatioti unless it disylays a c�arrentty valld OR�TRronfroi number. S�n�tumnl�nts cm the��ncy's need Eox tlus informatiQn;the accvracy af the prouici�ci bxrrden estimat¢s,�nd any su�;g�estecj�netfio�ls fur 7nuurtxizittg x�esponcient:buzde�,includin�the use c7f aukomated ct�llertioit tecluuc�ues ko flie t)itectc��•,Co33tctian 5trateg,ies Divisiozy U.S. Environmental Protection r'�genty{7$:..�), 12QO I'ennsyl�axua Ave.,N3^7,4'Vashingtan,D:C.20460. Inelude the OMB�ontrol niintber in�iy correspandenCe. Da fiof send the. com�l eted F.Pf1 TJI3E Subcoiitractor Performance Form to tkis ai�ciress. EPA FQRM 6100-3(ABE Subcontrador Performance Focm). CSXb5101 004300-6 BID FORM SUPPLEMENTS RO—4/16/2Q12 � ' WASTEWATER TREAT'MENT FACILITY CITY OF CAPE GIRARDEAU. MISSOURI OMB Control No: 209QOQ30 Approved: O5/O1/2008 � Appm va1 Expires: Ol/31/2011 � EIIVIT021II1C'Iltal Proteetion Ageney Disadvantaged Business-Eitterprise Prograin DB�Subcoritractor Performance Form NAME O�SLtBCCO1VTF2AGTOR� P7{OJ�CT NAIvIL J.D. Kutter Insurance Assoc. :Cape Girardeau WWTF r�DDRE'S5 BIDFPROPOSAl I*IO. St . Louis, MO 63101 n/a_ TELLPII03VL':'1VQ: L-IvIAIL A'DDt2ESS 314-657-2959 brendamainer@cjthomas .com p��carrrriAcroxN�� KCI Construction Company _ _ � ,. _ rnic�oawozue CQ1�1TTtrlC"� �EMOFYVOTLKORDESCTtIi'TtONOF:SER�iC'ESBIDTO SLIBIti�iL3.l.&D�7�a 1T'Efi2N0.:, 1'RIIvIF3 , ', - ERINIE'EO1�iIRAC`I'QR` : IIISUY'd11C2 ��QV—" Currently certified as an MBE or WBE under 's. E ogram� X Yes No 5igt�ature of Pmne Contractor Date Ps�int Nante Titie -� � �L 'IOM �S?�2�,V t� Ps�rS. Signa_re ofSubcontractor Date ��,Prutt Nanrc President �Sicbmntmcfor is d�Iinea ns a.company,firm,joint venturq.or.individual:wFo enters into qn ags�eement.wifh a conf�sctor to provideservices pursunnttto aaFiPA avtord of Einancial.assisiancs $PA.FOIiIvI6100•�;(DB�:Subconh'actor Perfocmancc.Formj. CSX6510I 004300-5 BID FORM SUPPLEMENTS RO—4116/2012 ��,u� . - WASTEWATER TREATMENT FACILITY CITY OF CAPE GIRARllEAU. MISSOURI OME3 Contr�ol No: 20940Q30 Appioved: OS/Ol/20Q6 � Appmval Expires: Ol/31/2011 ,�,, F.�rvicontnexitai Protecfion r�gene5� Disadvantaged 8usiness Enterprise I'rograut DBE Subcoritractor Perfozmance Form NAA�f&OF SUECON'TItACTOR� PROjECT NA�ZE �D4- �,�-�t�,�� Cape Girardeau WWTF ADDP.ESS BID/PROPQSAL NO. S?, Wu�S, �"�� n/a T�t:#iP�IO�G NC}. L-lIAiL�'1I7DP.ES5 3 t4- - ��44 �R.iM�CotvTltAcroltNAlvtE KCI Construction Company �ON'T:Itr�Ci' XTFiM QP WORI<OR DES(TtII'TION OF,$EItVICES BII]TO T'RICG()P Y107tK CITit4rNp. PRIIvIE S�L'NII1'T"GB"I'O PItIhIE'�C3N7It 1CI QR Z''"-' ��z E�-�uM c,� Su13 �Nt�� <v'��, odo� (�U d i��'2`C G�-c'�"Tu L Currently eertified as an MBE or WBE under II'A's,T/�BF Program?�Yes 1Vo 5ignature of Pzime Contractor Date.Pi7nt Name Titl�--ff,:.� ��'I 1— -76M f'�_1TFYL V� 'PI� 5ignature ofSvbcontractor Date Print �ttUll£ rll�t. --+"J.�� . �3ubcontractor is deEined as a cvmpany,Firin,joint venture,or.individuel�vho ente:x into an agreement with a centr;�ctor . to provide set'viees pu:vuant to an$PA a�ti�nrd o!iinancial.�s�istnnce EPA FOItM 6�00-3(DBE:Subcontzsctor PerfotruunccFmm) CSX65101 004300-5 BID FORM SUPPLEMENTS RO-4/16/2012 - �, - . . WASTEWATER TREATMENT FACILITY CITY OP CAPE GIRAItDEAU. MISSOURI OMB Control No: 209QOa30 Approved: OS/D1/20� � tlpprovaYExpires: Ol/31/2011 ,�� Environnierttal Pz•�fiec�tian rl�eric}, -�. DisadvAntaged Business Enterprise Prograin DBE Subcoriiractor Performance Form NA11�IH OF SUBCONTRf�CTOR� PROJECT N,�1E �mR i�vG'o t^'�fnf Cape Girardeau WWTF AI3i)PL•SS BID/PROPOSAL NO. 5u.11;va�� i')'I 0 n/a TEi.EP�IO�L iVO. L-1IAIL e�I7DI2ESS 3�4- �03 - 9o8S ��M�CONz'RAeTORrrt�t� KCI Construction Company CpN�;�C1 �TM QF WOTtIC OR DESCitIP130N dF$EItVI:CES BIIJ T0 ��Z��'t��ln�K T1�ti1 NO. 1'RIIvIS SC�Px�IITI"L�'I'O PRFA4E t;ON'tIt�CP�R �/jec,{��;c„�,( .�r�stalc��-r'on $40�oo0•vo Currenfly certified as an MBE or WBE un II' 's.D grarn? �C Yes NoSi��n ature of Prune Contractor Date Piint�Tame Ti ��/12 Doug Jone s, Pr s i dent ature�f Svbcontractor Batc r.t:v,�� rt1� _.___ Prutt �Subcontractor is deFinec�as tt mrr�pany,firtn,joint ventvte,.or individunl�vho enlers into an ngreemant with�a centrldor to provida scuYicc�p.u:svxnt to sa&pA a�qerd o?Ein2ncin7�ssistance �PA FORM 6�00-3(DB E,Subcontrec[or Performnnce Formj CSX65101 004300-5 BID FORM SUPPLEMENTS RO-4/16/2012 . .. � r WAS'I'EWATER TREATMENT F��CILIT'Y CITY OF CAPE GIRARDF,AU, MiSSOURt c:�1�r.conrro��a�,: z�ia au3� Apyibved: OS;�QIf 2bD£3 � �iF}�r�val t:a-�+u es: O]J31 f 2Q k 1 �-,,�,� I:stvia•onmentai Prot�:c3ic�7� ;�y,ency Disadvantaged Evsiness Enteiprise Yrogram DBE Sul�contcactor Perfonnanee F.orm Tiie p�tblic rL}>orting anil i•ecorcll:eepuiv Lurden£or Utis collecttvzr oI nYfoi�itation is estimatecl tU a�ei age#ilteen (15) minutes. T3ur�ien means tlie tuial ti�ne, effork, or tinanc(a7 ,rrsoutcea escpe�titecl hy persons to genet•ete, mai.ntain,retain,r�r cfiscIo�e or yrc>vide ii�tonnat�on to or fara F.ederal ap;ency.71u�isuludes'Uic time�ieecle�i t.n revic�v instzucti�sts;cle�•elc��,a�:qtiire,install,a�tti utiliz�icchnulo��anti systems for ihc purposes af collectine. vali�i�iting� ancl3recifviti�inf�J-m�tion,processing anc3 znainta'v�u1g uif�rmation,and ciisclasing�nct pmviciin� infounali<>n; afljusk t7ie e�tistiiig tivays to uoniply ti�itli any pre�iously applicaUle insuvctiq3is ana requirzrnents; train pe.isonnel tn Ue able t��i•esE�and to a collr�tion ot infannation;searclt data soun:es;tnm�leke a�id r�v1eFv the cnilection of infornaation; and tr�+nsnnii or athei��vise clisctuse tlte snkosmation :�n ages�cy lnay not eonii�sct uz� spnnsor, :ui�l a p�rsszn is nof requircd ii� res�>an�i to, a 4iillect�on oE.infurmatf�n unless ir�iispIays a 7��rexiity valld OAT6 coniroi niLmUer. S�.nd L��snnienis on tlle f'��eney s neerS for tlus in.foranatiQn;the accuracy of the�mti-icled Urirden estimales,aiid. any sci��estecf iucllio�s tur micurr�:izing x espor�cient:buxcie�,induding the use tff ai�to�nAlcd rtc�llt*ction tecluui7ucs ta tlte Dixrctor•,Goilectivxc Stxategies Di�isiozi,U.$:Erivironrzieittal Erotecfioii agencY(762?),1�00 l'ennsylvai:i� Ave.,N4V,�Yashingtan,D:C 20450. Include the OMB control nvnttier 3n any.coirespondente. I3o nof send flie. compl eted'F1'A TJT3E S1�bc;oictractor Performance Furm to this a�dress. EPA FQRM G100.3{DBP Subcontrada�P.�farmance Fam). CSX65101 004300-6 BID FORM SUPPLEMENTS RO—4/16/2012 _ , " WAST�WATER"fREATMENI'FACILITY CITY OF CAPE GIRARDEAU,MISSOURI OMB Contrvl No: 209400.30 Approved: 05�O1J2008 �1ppro val Ekp'sre s: O l/31/2011 �� Environmental '�`� Protection Agency Disadvanfaged Business Enterprise Pxogram DBE Subcozitractor Utilization Fornt BID/PRaPOSAL NO. PROjEC i'NAhTL n/a Cape Girardeau WWTF N.AIVIE OF PIiIME BIT�DEI2/PRbPOSIIt E-Tv��IL.�.i7DRE5S KCI Construction dougjones@kciconstruction.co ,�1I�DRESS 10315 Lake Bluff Drive, St . Louis, MO 63123 �etErzic�N�:�to. 314-894-8888 �� 314-894-7418 The foll'owing subcontractorsY will be used onthisprojec� Ct)\�iPr1iV Y Ne11�1[?>s�I"JI)I2T?SS,PIIONL� '7�`PE Q�WC%ILIC TO S$ FS`IIb1t1IE CUI2ItI:N'£T.Y NUh[fi[i[t,�1ND t i4fi��IL r�DD3i£SS PCRC�I21tiSTzD D i)QLI..�#IL CGIYI'III"F� AhiOUNl .AS.�N 2vili� DT2 WIiia7 ��Mc,�c��! ,��-Ti,�-�2�s zv�,��;%rr��,4�r; r=;,��;, �-�.�e �' y�s � ,j D i<+� E7�/�' ��s�+R��,v cc Ck'c�) �f ��'�� Ye.s �i�l-{- CL..�C'T/��'�4L �"G��'Ti�i�?<+L loS�'2�c�' 1��5 JN+� r��'v��Z.��.�v�-- ,�d�e��1 ck/-�.vs�l:�r.�.:�.• �j�.�- y�.s ce�tity�xnrtc.�r stalty ra!��juz'y Hiat the fo�•gcruigstak�ntcnta arz h'ue and correct Izt ihe event af<j pl ement f a subcontraetor,I will adhere tu khe re}?laceri�erit re��uirement�set forth in 40 CFR.ParE:33 S UI1�.�.3. .�C�. - l' 07-03-12 i e P ' e C t�•aclor Date Douq Jones President Piint 1Vartte Title 'Subconlraetoc is de.'ined as a eompan}r,firm,joint yenture,or individual who enters inb an ag:-eement with:a ccntractor m pro�ideservices pvrsuant to an�A awarti of!inancial a�istance. EPA FQRIvi 6100-A(DI3�Subcontractar Utiliza�on Form) CSX6510] 004300-7 BID FORM SUPPLEMENTS RO—4/]6/2012 • • . . 4 WAS'1'EWATER TREATIvIEN'I'FACILITY C1TY OI�CAPE UIRARDEAU, MISSOURI anSG'Contxol i1o: 2[�a0630 :�p�>rovo�i ASJUI J'.5.Of1Ei Approvalktyires: D1J31J�b11 r� Environrnei�tal �� 1'rutection�1�enty Disadvantaged Business Eilterprise Yrogram DBE:Subcontra�tor Utilization Form The pubfic reporting and recorcikeeguig burden for this collection of informat3on is esfunated to average fiiteeti {15) minutes. Surden:means the total time, efEor�.or ficiancial iesourcea �ded by psrsons to generate, maintain,retain,os disclvse or provide intvrmation to or for a Federal agency: This 7ncludes the time needed to revietV instructioris;d�evelop,acquire,install,3nd utilize-tacMtolo�y aitd syst�ms for the ptuposes of collecting, validatiztg, and veri�ying iiiformation,processing anci rttaintaining inforrnation,and disclosing and providing information;adjust.the�xisting ways to compiy with any previously applicable instructions and.requirenients; train personnel to be atile ko respond to a collection of in£ormatioi�;.seazeh data sou�.es;complete and z�eview the. eollection of information;and transmit or otherwise disclose the infortnaflon. t1n agency may not eondu�t 4r spo�sor, �nd a person is.not required to respond to,a collection of informaFion unless it clisplays a curr.ently vaLid OMS control number. 5eud cqmments nn the Ageney's nee�f�r d�is u�fnnnat�o�j,the aCcnsacy of the provided burden esriinates,ancT any su�gesfeiin�ethadsFor�ni�iusilr.iiig�•esponcientbiu�elen,includingtheuse ofautomatedcollection terluiiques to tlie llirecEbr,Collectlon Strafegies Divisiori,U.S.Snvironmental Pi'ote�tion�gency(2822),12IX1 PennsyTvani,a Ave.,�1W,.Wasltuigton,D.C.20460: Include the�MB contrqi number in any correspondence: Do not send the complefed EI'A DBB Su�contractor Ut�7i.zakion F.orm to this ad"dre�s. EPA FORM 6100•4(DBE Subcantractor Utili2ation Fom�) CSX65101 004300-8 BID FORM SUPPLEMENTS RO—4l16/2012 WASTEWATER TREATMENT FACILITY CAPE GIRARDEAU, MO Change Order No. 16—Caulk & Seal CMU Heads, and Dryer System Modifications per DHA The Contract Documents are modified as listed below: Bid Item No. 1. Caulk &Seal CMU Heads on T&M Basis (Change Proposa) No. 135rev.1 attached) Add - NTE $5,511.00 N 2. Modifications to Dryer System per DHA (Change Proposal No. 136 attached) Add 141,310.00 N 3. Fire Suppression System for Baghouse (Change proposai No. 137 attached) Add $251,287.00 N Total Cost This Change Order (Total 1 through 3) Add $398,108.00 , , - �I Y'.�:r%� -� � � �-�3 n�.R ' � � � c ? _. ��,. ti+_ C3;.v..__,� , � ... . i 3 ' ` � `��'� =`' � Change Order � : � �u� o � zcls � � No. 16 a ; ,��,;,-`r'l';'±� E Date of Issuance: � May 11, 20C1.8....._____Y j_._.___._,..__._._..._.r__�.._� Effective Date: Mey 11, 2018 P�o�e�c: Wastewater Treatment Facility oW�e�: City of Cape Girardeau ow�er'scontractNo.: 3534 co�t�a�c: Wastewater Treatment Facility(SRF Project No. C295531-01) �ateotcontract: August 3, 2012 co�c�a�to�: KCI Construction Company, IIIC. EngineersProjectNo.: CrJX6�J�O� The Contract Documents are modified as foilows upon execution of this Change Order: Description: Caul 8�Seal CMU Heads,and Dryer System Modifications per DHA See attached list Attachments: See supporting documents attached. CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price: Original Contract Times: ❑ Working days � Calendar days Substantial completion(days or date): .IUIy 20, 2014 $55,674,000.00 Ready for final payment(days or date): AugUSt 19, 2014 [Increase]from previously approved Change Orders [Increase]from previously approved Change Orders No. 1 to No. 15 No. 1 to No. 15 Substantial completion(days or date): MarCh 31, 2015 $6,260,060.38 Ready for final payment(days or date): OCtObel' 18, 2016 Contract Price prior to this Change Order: Contract Times prior to this Change Order: Substantial compietion(days or date): MarCh 31, 2015 $61,934,053.98 Ready for final payment(days or date): OCtObe� 18, 2016 [Increase]of this Change Order: [Increase]of this Change Order: Substantial completion(days or date): MarCh 31, 2015 $398,108.00 Ready for final payment(days or date): D2C2t71 b2�31, 2018 Contract Price incorporating this Change Order: Contract Times with all approved Change Orders: Substantial completion(days or date): MarCh 31, 2015 $62,332,161.98 Ready for final payment(days or date): D2C2m b2f 31, 2018 RECOMMENDED: ACC TED: ACCEPTED: By , By: �C.i� C��i1(.L� By: /�� Engineer(Authorized Signature) Owner(A�thorized Signature) ractor(Authorized Signature) Date:�7�� Date: �� /✓�r l 9 Date: S � Approved by Funding Agency(if applicable): Date: EJCDC No.C-941 (2002 Edition) Page 1 af 1 Prepared by the Engineers'Joint Contract Documents Committee and endorsed by the Associated General Contractors of America and the Construction Specifications Institute. � . THIS PAGE INTENTIONALLY LEFT BLANK r . THIS PAGE INTENTIONALLY LEFT BLANK � , ; KCI Canstructian Campany _ ,:...._.._�._::.'---' a e u nva St. Louis,MO 63123 (314)894-8888 Fax#{314)894-7418 vwvw.kciconstruction.com April 2, 2018 Jac;obs Attn: Mr. P.K. Mathai, P.�. 501 North Broadway St. Louis, MO 6310� Re: Job #12002 Cape Girardeau Wastewater Treatment Facility Change Proposal # 135rev.1 - Caulk & Seal CMU Heads on T&M basis Dear IVIr. Mathai, We propose ta furnish the necessary labor, material, tools and equipment to Provide additionaL CAULKING OF CMU HEAD , for the increased lump sum of Five-Thousand, Five Hundred and Eleven Dollars ($5,511.00) as performed on a T&M basis. We have attached a copy of our change proposal estimate summary and backup for your review. If this proposal meets with your approval, please sign the attached copy in the space provided and return it for our recards. By signing this change proposal, you are authorizing us to proceed with the work and agreeing to forward the appropriate �change documents and payment of the above amount within 60 days of work performance. If you have any questions or comments,please do not hesitate to contact us. Sincerely, Approved , / BY� ��i2'�C-��°��Ov✓ Brent Krueger Project Manager Date: j/ Attachments � � � a a N � � J � � O � Q fy. VJ 0. �Ctl (7 � � � U � u m � � � x � `o u. ,3 C T � N L � � 9 � V O F °' � L � U � m s : 3 :3 `e� n 3 a , o A � G � N� W � j � C7 � N R. v � O � �'�.. O G' � aa z 0 o O o o O � O o �n o � o 0 o vl h N v � � m O O O O `O O �'1 O O U O O� ? O O t'� a0 t� n C � O O C � h O O� O C 00 O W �n O O � �/1 oG ^' � " U n r� �o 0o ri o �o o -.• .-• �n t� ri �n vi �n � MQ v1 N N �.. .... ^ N c4 � N w M'i Vl V"� � E T O V o A m [- � u z u z ¢ ° � o y� e`d Q .] � � N c� c`. � � .�. 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KC' 10315LakeBluffDr. EXTRA W � RK ORDEF ' ` St.Louis,Missouri 63123 �- (314)894-8888 F8x No.(314)894-7418 N� 0 9U 9ap �� PROJECT NAME: Cape WUVTP pROJECT#: 12002 DATE: �7-17-17 WORK PERFORMED FOR: DESCRIPTtON OF WORK: Supervisory take off order and secure City of Cape Girardeau W1NTP materials LABOR HOURS UNIT COST AMOUN7 1 Journeyman Carpenter 2 u SUPERVISION: A1 N i 1 MATERIAL&EQUIPMENT SUBTOTAL LABOR Menards Siliconized Latex Caulk 2 cases $43.79 KCI Construction Company COMPANY: SUBTOTAL MAT&EQUIP J TOTAL: BY:C�� APPROVED: OVERHEAD&PROFIT: GRANDTOTAL: r � r, �.� �_ �� 'f. _ �, r�,C, � . . , �_ c,t,�� ;�, c.:.��i:��_o f-�;�y �.�; , �., �r...., .� . ; , �: �II� � t3��: �A.Hi) ,�H£HA f t ='� WLl`` � � � i�1 � t•i�;i t:i� cJ:s L'.it►i� (� 1 r.i r�! � `.►:3!� :� ii:rnt:t':; 1�� Ivii � 1�.�{.�� l� f t :�i��! . t-1l{ ti:3ltt 1 � rt�l' ,�>�:� ntt,Ci��i -- !'��;N>� {1�ll�.r :�,':li`i U; f;�.i;i:�;Li �1��, G L';�C),: IititC�� Uul��:.� 1i�+�%�:��,;'�:t IU�I�I�,� '1'.t "' ��ui::., .:tl �f:i[, i:_1�y;i nl�l �it �SI }s.r ��..I..� � .II .r�l ��G v�li�C l.ICij�� '.1,.,,.��,t�� tl t'�` � tul;�:r� i:, i!�_ 1};��I' lU(13111 0 r ;R �i:tl I�.;�c i;;;2sI1L:';t, lc,;dt;1��;� 11�c � '..�1��J,'L.. V I )'��. �� fS:4C.I�;� �:�Cj�:.. � br.all t�5 ct: . L�FE f�c��itEn:iy;�e;t�r uJ.LL-1 � ��.c�►��.�iili��i.��if��r Shce i�ciad,'.:i:�, U;,P �L��:� l:.�l:`4M: L'LR ��;;tiJ1 I'r,(i 2�7 ?'d ��P �1 E:A� CAULK '+tii �63tl815 Pk�,('i tU.28 � I �uTky ;u.bn i iwC C.AFE Glh�k-!!fJ i.J151 3,23 t�r�t �� ;3.r� y15A [.rikf"�Ii ��}l�s �'a,r� F� i 12UA? �UTi, cu��:ca�:;� C��ia lnser te� dfiJOtit�C;{i�j i O 1 C�1! iC - 9n�uEis�l�Bt2l�.id� 1�1At �,'UNBEk li� liEt4� = 1 t'r,t• it1LtQ;tiltlii Ht8h1`t SilL'E14�t,�, ��'tiiE F�RItl1�(� FLR I�i�S iR�'��AGtl��t�: 11?7 GUE:T LG�'f � I1ti� Car�s�nl�3vr ac.i�r�J,rle3drs cec�tpt ��f �,��d:�I�c�viCc:� tn t��e totd5 axourit a!�G�,�i � �idt"cUit 611d aitrcr� SG c:e! kk7r eard Is��iai' ��C�rdtna ta lts c;�rrcnt terins. INiS SS Yt;�t;;� CFiFU3f CAi?D S:+l.t5 SlI"r �LEA�z�R�TAf►� fC�? YUJk R�Cf1R��. N� Hirir�g-k�ly T�ay tNA�i}: YC+J, Y(�,'n CF��ifCR, Cltr15i1�� t.w� i;e b�ca 4�!��1�i u7:;�r,k 3?�u �■ KCI Gonstruct�on c;o. � , ' 10315LakeBiuffDr. EXTRA WORK ORDEF • K�' St.Louis,Missouri 63123 �- (314)894-8888 (�jo CMU GaF Fax No.(314)894-7418 o�� `�i PROJECT NAME: Cape WWTP PROJECT#: 12002 DATE: 07-18-17 WORK PERFORMED FOR: DESCRIPTION OF WORK: City of Cape Girardeau VWVTP infill CMU to twin 'T' gap with foam LABOR HOURS UNIT COST AMOUN i 1'ourne man car enter 3 hours u SUPERVISION: AI Neil 1 hour SUBTOTAL LABOR MATERIAL&EQUIPMENT SUBTOTAL MAT&EC�UfP KCI Constructfon Company COMPANY: J TOTAL: gy;C� . APPROVED: OVERHEAD&PROFIT: G RAND TOTAL: �■ KCI Construction Co. K�' 10315Lake8luffDr. EXTRA W � RK O �DE�� St.Louis, Missouri 63123 �- (314) 894-8888 CMU gap Fax No.(314)894-7418 011 '�i PROJECT NAME: Cape WWTP pROJECT#: 12002 DATE: 07-19-17 WORK PERFORMED FOR: DESCRIPTION OF WORK: City of Cape Girardeau W1NTP rauik thP C:Mt I tn twin 'T' nan at hincnliris electric room. LABOR HOURS UNIT COST AMOUNl 1 'ourne man car enter u SUPERVtSiON: � 3 hours SUBTOTAL LABOR MATERIAL& EGIUIPMENT Menard's, 2 cs caulk and planks for access. 125.56 SUBTOTAL MAT&EQUIP KCI Constructlon Company COMPANY: J TOTAL: BY: APPROVED: OVERHEAD&PROFIT: GRAND TOTAL: :�,+�"c-'- �-- > 'i� �.-,�1�-' .t," ,� � �� . . ��' ��c� �i►e Y�ui � Z;ti BIO CARt)�,�NEIiA IE �4�.�.c�.�a:.t�� I��a rcl:-s Cupc� G l i r�r�cJ ��'� Sie.mers C)riva: ;ape Ls f rci rd, M(7 (337t)1 Kltl� �rOUR RECE�I)?1L � � HEIUfft1 FOLi�Y v;�Itl!c� hY fNUUtli'1 I�rf�k lh;lu�a ir�letl l�tlu„ alli;,�,�lile rrlwns i;�r fie:ns on thfa re�:ri�,l ;�i11 Lr 1n tl�a fura� ol ail In slute tiedit vw;��er 11 thc t'eturn is ,lu��a nflrr lOJll/17 If you ha�,�e c,uesllun, iegarding U�e ch:ir�e; a�i yc�n re�elpt, plea�e �,;:a11 us a1: CAFclronlrrdAr;,narcls.cra ,�II�IIII��I��1�'�II",l�I1lIV�II'�:Illll Sale irans�ctfr.n D�P AlEil. C�Ut R i:lR 5638a01 NlC ?U.2d D?P aLEi;+ CAUIH t,1t �6�fi875 PnG :u.28 FLEY, SEA� SrRkY t�i�;llE 5630t1? 1?.e3 ?"F�!i CAH ti t"M1P �lluf�t.! G91yd15 �y,g9 2" lIi�ERI HAIt �.L�P(CR " 65�,b?1 l.dl 2�� w�c a�u va��r F rn 6B5�J f 7 c: i t.95 �RDEk :03�7 '[Y.10-lu �1 3YP -P1C.n 1QZ2u�l ; uy.35 ii.4u EtIO OF driOEtt 1GThl iio.�9 iNY, CkPE ulii�t-H;1 1„3751 9.?7 TOTM� SaIE 125.56 V15A CAEpIi ?nT3 125.�6 PD s ItL93 Aul'n Ccd�:U42263 C1�1p Irsertad a0Q0u0UilG3lGiilui iC 1f332c5003922a1t tOTAI l+Jt!(iER �F 11EN5 = 10 1NE.FOIIuk{lNG REBAIE REt;EtPIS:WrRE - PRI1ftEG fOR itils 1�At�S4CilOH: - 112t GiIESi fAPY . Tix Car�u�ld�r ad�rxmled�e�i�r.��P�af x�. j� gaods/sgrvt�es�t�itt� lntal,'aa�unl"`n1`�t� ,�". harzon aiul aeree�,to DaY"gti�'zar�� acc��al� �o��ts sz��r�'t is�� _ =,��4 's�t��-�'r_� � 7xIS_��t t,�3" � � _ ��,��_ =_`"',��;� � � - � i. ,.��-,. , I�ti� �;w�� :=��;£� .� �;� ��. -� lu � ^yyv � u� vvv. EXTRA I�IORK OR �,E � 10315 Lake Bluff Dr. St. Louis, Missouri 63123 �- (314) 894-8888 No � Fax No. (314) 894-7418 /Z PROJECT NAME: ��1�� T� PROJECT #: �1 �� DATE:� � � ��'�� `' WORK PERFORMED FOR: DESCRIPTION OF WORK: C- /�Y �� C ��'�� c�d��i��, f;��iP �/T �h /��-- ��i= �/Li� � ��' //U /��i�l� 1��G�� L=C 1- �,��1 i� l��'i�--i �- �� ''j � if/�� 7 � LABOR HOURS UNIT COST AMOUNI � C ,��d G`'"T-c-�� ,T4��«�-` �i.-�-�-� � SUPERVISION: , � -''��" /� � `� SUBTOTAL LABOR MATERfAL & EQUIPMENT KCI Construction Company COMPANY: SUBTOTAL MAT & EQUIP TOTAL: BY: > APPROVED: OVERHEAD & PROF(T: �� . GRAND TOTAL: t t -- KCI Construction Compar�y St. Louis,MO 63123 (314)894-8888 Fax#(314)894-7418 www.kciconstrvction.com March 1�, 201$ Jacobs Attn: Mr. P.K. Mathai, T',E, 501 North Broadway St. Louis, M9 b3102 Re: Job#12002 Cape Girardeau Wastewater Treatment Facility Change Proposal # 136 � ��d�q,�'l�� c��'��'��,,�� Dear Mr. Mathai, We propose to furnish the necessary labor, materia�, tools and equipment to perform the work assoicated with RFP#53, modificiations to the dryer system per the DHA report, for the increased lum� sum of One Hundred, Forty-One Thousand,Three Hundred ancl Ten Dollars ($141,310.00). Please note the fo(lowing clarifications associated with this pricing: Does not include fire suppression system for baghouse - to be resotved via RFP #54. Addresses items #7,11,20,26,27 of the DHA only. Submittals to be provided from Andritz 4-6 weeks after receipt of Change Order. Delivery of equipment and material to be 6-$ weeks after submittal approval. We have attached a copy of our change proposa(estimate summary and backup for your review. If this proposal meets with your approval, pleas�sign the attached copy in the space provided and return it for our records. KCI requests issuance of a Change Order prior to being requested to proceed. If you have any questians or comments, please do not hesitate to contact us. Sincerely, Approved � -- � BY: ..__�__/�/i'%��, � Brent Krueger Project Manager Date: / Attachments � A � � � � � o � Q ° � a W v ¢ z � F U W � a � u. '� a O ro � � c v L C w N � V��. � p U O � o � o. � A � � C A c o � � x L T � E O � ,�p p � � 3 - 3 " o : � � � `� x �° � i, ❑, ro � a�i .o a��i Q ,� H Y p � � `�G 'O v�'i w G j � U Q � U O I� a o0 � F' � �' � p `� i a`� V °� c� � p v 3 � � u $ a y N .� vl N "'� � C'.. 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G L. n � N � (, t L L -C L t .� �p .0 .G � -' — .� � t t A � � � y y ,� Y��` � 7�i � � X N 0. � � � NT a �' �' � 3 � a� = t „ � vVi � � .°c � s Y c A x x = y ° � 3 ° 3 � U tl0 p V C > pp � ` '� H a' l� G W � .� � C 4„i N O V „C�, �G N C/) - CY' ' O C � U U N O V 6I C . � � y � � O L 00 F �"' �n .v°° c c ❑ 2�' 3 y � � � � o a U V 5 � `o �o z C '� 9 � F � � O N °� ,C 0 •--• E N y tC � � tO td c c c� � ` u °: �n U A � a> `o y Q v� � ,E > 0 � W °J Q � V � c a. � y c a A � .o � v � v r � � � u � � � � � ° w u ciOi v 'D 3 ° a '� ca [i7 c E.; c� > p z�_ �� °' °- °' 'v o+ `° � E " � �'o �c � � E �o � � a; �n p v o n O c`. a` �n n`, 'c��'.. .� U (= E= a` m a` ¢ U x 4 � O C7 U E= � w` z a` U � .� "' N N W� O O O O N O O O O O O O O O N M O O O �n O N N1 �O �D o0 t�1 N M Q� O ^ O �O I� t� �O ^ n 7 h w � � O p o 0 0 0 0 o cv v v v �n �o .o �o �o �o �o � c� o0 0. ...: cv <-i W � U U o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � o 0 0 0 0 0 0 � .--� V� O h N O �/1 �n O � �1 � F vi O �'i O N N p � (/] �O N — 0 O F U 0 F � � � � � ^ N a � � � 0 W U � N p p OO OO O O O O OO O O O O � z�7 V n N O N Q W rt � � � L: V] � O ° �' 3 � �n o 0 0 � I� vl N N G. W v F Fa ¢ � GL� � U � � o0 0 0 0 00 00 0 00 0 0 0 0 00 � O vl v1 N v1 � M � F �' � y : 0 0 0 0 00 0 0 0 o F= F ^ z � � � 0 a o 0 0 0 0 0 0 0 0 0 rK o o � 0 Q N M � � � N op N F V � � r`�i a O O O o O o O o O O o O O O O O O O � O O O V �, � � o v v - ^ � ^-� o G'^ F iv O � � s � R s �a � - E - - a �a - E -' v O d � U r+ W N Q v A � M � .� � C q d h E � E o a�i � o .. �� n `° � �C � � � ' L 6 � �+ � �y � � N t0 c0 F � � � c � W 'c O � � '� 'C `� 'W�g" _ ' �ps.�, .v4 � y `� a V � U u a�i A � .,"'� -�� GX ¢ U � � U 2 U a W fi] � O 0 � � � O O � �� U U • � , � Jacobs Engineering Group Inc. 501 North Broadway St. Louis�Missouri,63102 314.335.4000 Fax 314.335.5141 March 2, 2018 Mr, Brent Krue�er KCI Construction Compariy 10315 Lake I31uff Drive St. Louis,MO fi3123 S�,bj�ct; ::e�•��st f3: Pror�sal 1'1e. 53—Nlotii�cati�ns to llryer System per DIIA Report Dear Breiit, !'lease�rovide a pro}�osal with detailed brcakdown of labor, inaterial aizd equipnien! casts for the rnodi C��ations to the dryer system per lhe DHA reporl and �s dcscribed bcl�w: l. Replace the existin�hoses with static di�sipative hoses at each lacation per recominendatious 7, 11 and 20 ii1 tllc DI�IA report and per tl�c attachcd pi'oposal froii� Andritz. Tlie hoses shall be�rouiided as stated in the altachmEnt. 2. Install an explosion deflector in the baghouse per recornmendation 26 in the DHA report and as proposed and supplied Uy Andritr. 3. Install two (2) dust explosion isolation interceptors per recominendation�7 in the DI-IA report and per tlie attached proposal frc�m l�t�dritz. The interceptors shall be installed in the 4" dusi pipes from tlic silc� and the truck loadout chute to the b�ghouse and upstream of thc bagliouse in each line. The units shall be providcd with 24 VDC power and controls per the design by Anclritz.� 4. I.nstall a 8"x4"Wye and a 4"cleanout with tlu�caded plug in the drain under the iloor slab for thc dryer. Please contact mc at 314-650-4412 or pk.maihai�c�iacobs.com if you have any questions or need any additional information. Sincerely, Jacobs + `1/� �! P.K. Mathai, P.l;. Project Manager Attachmeut s c: Casey Brunke CSX65101-932 Jacobs Engrneering Group lnc. 2l2bJ201 S f10Se f@UUcra aiaut,vww-uN . . 0 �� (8(10� 343-0425 � Espanol Produ�ts� Hoses and Accessories> Industrial Hoses Industrial Hoses Conduct-O-Ftex Double-piy black neoprene coated pofyester fabric hose coated with a conductive eiastomer reinforced with a spring steel wire helix. FEATURES �, • Good crush resistance &tensile strength � " � • Neoprene coating offers excellent abrasion 8� chemical resistance • Good flexibility • More durable than double-ply cotton hoses _.-f• Nigh conductivity reduces the danger of static buildup and allows electrostatic buildup to escape whe� property.,grounded« • Surface Resistivity Level: 103-10�OhmslSquare • Standard Max. Inside Diameter= 18", consult sales team for pricing � -- minimums on farger sizes Static Control LINE Flexaust btATERIAL Coated Fabric INSIDE DIAMETER Min: 1"Ma:c: 60" 7EMPERATURE low: -40° hi9h:25D° LENGTH 25' Downtoad Dafasheet http:t/www.tlexaust.com/producUstatic-conduclive-hosel � ENGINEERING & TECHNICAL DATA - Flexaust° Conduct-O-Flex INS{DE APPROX. WALL CL COMPRESSION NEGATIVE WORKING DIAMETER WEIGHT THICKNESS BEND RATIO PRESSURE PRESSURE (IN) (LBS/FT) (IN) RAD{US {IN/HG) {PSIy IN 1 .145 N/A 1 2.8:1 29 30 1.25 .178 N/A 1.2 2.8:1 29 30 1.5 .21 N/A 1.4 2.8:1 29 30 2 .297 N/A 2 2.8:1 29 30 2.5 .303 NlA 2 2.9:1 29 30 3 .361 N/A 2.13 3:1 29 29 3.5 .42 N/A 2.48 3:1 25 21 4 .586 N/A 2.8 3.7:1 29 16 4.5 .655 N/A 3.15 3.7:1 23 16 5 .727 N/A 3.5 3.7:1 22 15 fi 1 N/A 4 4:1 22 13 7 1.15 NlA 4.7 4:1 14 14 8 1.138 N/A 5.5 5:1 7.3 10 10 1.417 NIA 7 5:1 3.79 S 12 1.695 N/A 8.2 5:1 2.22 7 '14 2.38 N/A 9.4 5.5:1 3.11 5 1 g 2.72 N/A 10.8 5.5:1 2.09 4 18 3.2 NIA 12 5:1 1.5 4 24 4.2 N/A 16 5:1 .62 3 Technical data based on 2 ft. straight lengths of hose @ 72° Construction: Double-ply neoprene coated polyester fabric hose coated with a conductiv� elastomer reinfarced_with a s�ring steel w�re helix _ __.._._ .___ Temperature Range. -40°F to 250��F� � Standard Color: Bfack Standard Lengths: 25 Feet • Surface Resistivity Level: 103-105 Ohms/Square Disclaimer.The proper use and maintenance of hose and/or ducting manufactured by Flexaust is the sole responsibility of the purchaser and ultimate user of the product. This inFormation is presented as a general guide only. The number of variables which can be present in any application make firm recommendations impossible. Tel: 574-267-7909 • Toll Free Tel: 800-343-0428 •Toll Free Fax: 800-382-8464 sales@flexaust.com • www.flexaust.com �TT A gCBAVENBVRGi NOSE TECHNOLOGY C�MPANY ly � ENGINEERING & TECHNICAL DATA — Flex-Tube° FlexStat� CR INSIDE APPROX. WALL CL COMPRESSION NEGATIVE WORKING DIAMETER WEIGHT THiCKNESS BEND RATIO PRESSURE PRESSURE (�N) (LBS/FT) (IN) RA NIUS (IN/HG) (PSI) � .17 .032 1.5 1:1 29 50 1.25 .21 .044 1.9 1:1 29 50 1.5 .24 .044 2 1:1 29 50 2 .3 .040 2.5 1:1 29 50 2,5 ,5 .040 5 1.5:1 28 35 3 ,55 .040 5.5 1.5:1 26 32 5 1 .045 7 1.5;1 18 28 6 1.25 .045 7.75 1.5:1 12 26 7 1.5 .045 10 1,5:1 �� 25 g 1.75 .045 12 1.5:1 10 24 Technical data based on 2 ft. straight lengths of hose @ 72° Construction: Speciaily formulated static dissipative thermopiastic polyurethane hose reinforced with a rigid external ABS helix & an_embedded capper �rounding wirer Temperature Range: -40°F to 200°F Standard Color: Clear Wall with White Helix Standard Lengths: 25 & 50 Feet • Surface Resistivity Level: 108-1010 Ohms/Square Disclaimer:The proper use and maintenance of hose and/or ducting manufactured by Flexaust ls the sole responsibility of the purchaser and ultimate use�of the product. This infortnation is presented as a general guide only. The number of variables which can be present in any application make firm recommendations impossible. Tel: 574-267-7909 • Toll Free Tel: 800-343-0428 •Toll Free Fax: 800-382-8464 sa[es@flexaust.com • www.flexaust.com � A BC7t;AVENeVRC� HQSf TECNNOLOGY CQMPANY ��` a{t 4�xr ;j_�, � �- - � { r� k Y T x i? �y .Y� .�L-t � �c3�� s��l� s �. :"!LZ r ..�•� 4i. -_ F t L-''w >•t ..� � ' 3 , t �" ,i G' �,I t � y Y� . , d� �g p." �� ,.� i � �{,4.� .,,.5��,�' 33 .� : 5,� . Z� :ti.,rl 3i.�.. �t-#t S., E =t d 3 �'" 3,:^ � a �`�.,� � { r t .'t � -� s�' �� F; > ��.�`�' $ts +.r � � .�t{ } • ... , .� � �� -. 7/y 3 F x� � �. 4 r� �. ; y - _ ,'� � '. # i i 3 fi� µ aF. �i�� 4 � �� rt F�� _ ,t- ? _ r }� � TECHN�LaG'Y << �{ M�d x'� }� � �� : �� f �. -'�J�s `,f 3 '$ 'F " r'�7+'�x'i � '� r� `� ,zr tr -- t) � -. . 6 r u � �� ..� ' Y � $ `l. y )R :��` L '�� -.�1- I'� �.lL ''^� �, � � � �� {�, h LL i � �t� ��1 s s.� �-�'t � t � � # - - �. ` � .' r �l`'r,."-:z '�r�3�t �� "L . �,. � �e�`.,�`- y� S#:'i t -. " _ ��'• _ - - �- . y , . .:- r., . ;. .,` .. ., .. ._: ,�., ' y,�_ -_� X� '.' r;,,.,t: is".:,.��,.� .e r., . . . ' . , � � - � �� o�-'� . .;... �I1TER�'E�'l0� x�j.�Kare�scr:,:rYK+ � �rplas��t s�:��ix�t`a=in,,5y3 trru � The Interceptor•HRD expiosion supprossion system is designed lo provide i an active method to protect process equipment from a dust explosion 1 hazard. The principle oE operation for the Interceptor•HRD system is timely # deteclion of the pressure rise during the initial stoge of an explosion, , A '-?'�',� �,� Followed by fast injection of an oxtinguishing agent. The 5L lntercepfor-HRD - -k B botfle includes a iow pressure monitoring switch, OSHA locko�t and a 4'`"•- telescopic nozzle as standard feotures. Each HRD suppression botile .....�......_.�,;, � is acluated by o micro gas generator (MGG� lhot reduces maintenance - coils wiih a 14 yeor se�vice (ife. Several suppressant agents are ofFered to co�er bolh sanitary and non-sanifary applications. The Interceptor-HRD suppression bottles can be used for isolalion purposes as well. Chomicol _�� isolation is often usad in conjunclion wiih explosion suppression, explo- ""`"�---..._.,,,��, sion venting, or flameless ven►ing. C �� "`"`--�._.. Chemical suppression and isoloiion systems are designed for use in almosl �'Y any process hondling combustible dust. The Interceplor-HRD system con be used for pneumatic conveying systems, dust colleclion systems, cy Explosion Suppression System clones, mills, dryers, conveyors, and storage vessels. ` 'Sr#�'�I��CL"1�`1t`31`�S - Power Requirement OSHA Lackout 2d VDC, supplied by CONEX Controller Standord : Set Pressure 5uppressant Materials 1740 psig {120 bar) @ 72°F Sodium Bicarbonate or Furex Actuation Medium Body Material Stored compressed Nitrogen Powder coated steel Process Temperature Nozzle Materiol/Type 24`'F (-4"C) to 320"F �160"C� Stainless steel - standard lelescopic design Environmental Temperature Certifications -30"F j-35°C) to 158"F (70°C) ATEX - ihird party independent tested to EN Attuator 15089 and EN 14373 MGG—micro gos generator— 10 yr. service life Compliance Environmental Ingress NFPA 69, FM 7-76 IP 65 Application Pred Low Pressu�e Switch s 1 .0 bar (14.5 PS1� Standord App(ication Kst < 320 bar•m/s � �^2�s'r.A't^3 -.�ro,+ r K°t'r .-r�: . r�,'�.. cr�r� x 4;�'-�, ,+t�`#'�` r-�3+� � �'� y � .. .�..grl�-�ia �' �' i ri + _�' ` � � _ .'��'�d"��,�� ti�A'r '� 1 1 J-t � A .�' � 4'� i( it t .�,y�y�F� 3` � t Q �'t�'�'s s;�'�ra iv.:�,� �� '� � s .. k� � f."a�''t � ".� ��; � " z SL�x�1:o�` � � `r:= ��'r`�7r41'�{{708 mm} -29.25" (743 mm), - 41 58" (1056 mm� �4rF3� OQnlbs��k8 �� : � ngHos��q .. . � *� � : �Y .� -y ; .. ::. � y,a�-�` ��Y�. � _ i��. 4`f,. ,�� . n ' , # i° f: 1 .�� e-. ''r�.��y�{t' s :_� .. �� >. �� t �'�,� � �* �x�Ez �-� �,��i��,��s�� '� t-„I�" � L. _� R � L � J .;`i' �$ � )�. F T .. �� '��jY� j� '4. Y ��_ T t ! �, . t � �r � ;t` _ S ; � Y x. F t s^ ?�f+..sY�^�� ' � . . ._ r.... ... __ . _. _ .. .._- _. .s.,s.... . .. . . ,.. .. . . . ... � .. ... . . . > >._ . . ..,..�.. . ...._ . -. �. , _.. ��'F�_,�: Brent Krueger From: Mathai, PK <PK.Mathai@jacobs.com> Sent: Monday, March 12, 2018 10:49 AM To: A) Neil; Brent Krueger ��; perry.schnucks@andritz.com;tfulton@cityofcapegirardeau.org Subject: FW: FormToEmail Comments AI/Brent, See below on how to ground the hoses. Thanks PK From: Ron^Darling [rdarling@kanaflex-usa.com] Sent: Friday, March 09, 2018 1:28 PM To: Mathai, PK Subject: [ExfERNAL] Re: FormToEmail Comments PK Our 180HR due to the carbon black in the rubber compound is static dissapating on it'd own when attached to steel equipment. It then goes even further with the built in static wire for a positive ground. To assure a good ground the fitting installer pulls out at least a 1" piece of wire and folds it into the hose. Then when instailing the fitting the wire is assured to have good contact with the metal fitting. Hope this answers your question. If you need pricing you could contact one of our distributors such as Bi-State Rubber in St Louis. Thank you Ron Darling Kanaflex Corp. Regional Sales Manager Cell - 847-687-1142 -------- Original message -------- From: PK Mathai <pk.mathai@jacobs.com> Date: 3/9/18 11:28 AM (GMT-06:00) To: Ron Darling <rdarling@kanaflex-usa.com> Subject: FormToEmail Comments Name: PK Mathai Company: Jacobs Engineering City: St. Louis Region: MO 1 Phone: 314-650-4412 Email: pk.mathai@jacobs.com Comments: What is the electrical resistivity of Kanevac 180HR? How to gound the hose. Thank you for using FormToEmail from http�//FormToEmail.com f•!0 fIL� - l�l�is co�r�municativn may contain �oniidential and ��rivilcgeci iniorrnation thal is f�r the sole use of the intended recipienC. riny viev:ing, co�ying or distributi�n of, or reliarce on lhis mr�ssage by unintrnd�d recipients is strictily prohibited. If you havc received this mcssage in e.rror, ��Iease notify us immediat�;ly by re(�ly�nq to thc messace and :I�leting il from yCur co�nputer. 2 Brent Krue er From: Mathai, PK <PK.Mathai@jacobs.com> Sent: Thursday, March 1, 2018 7:09 AM To: Schnuck Perry ��. AI Neil; Brent Krueger; Fulton, Todd Subject: RE: Cape Girardeau DHA Change Order information Perry, Jason hasn't call me back yet. He is not easy to get hold of, but I wili. In the mean time, could you p{ease check with the supplier of the existing hoses what the resistivity of the hoses is? Thanks PK _..._.,____..�..:.�...�.�....._.,w.__...R..�_._.___.�,_..,...,_�..�...............__� From: Schnuck Perry [Perry.Schnuck@andritr.com] Sent: Wednesday, February 28, 2018 4:41 PM To: Mathai, PK Cc: AI Neil; bkrueger@kciconstruction.com; Fulton,Todd Subject: [EXTERNAL] RE: Cape Girardeau DHA Change Order information The protape aiso looks like it has wire in the hose which I thought was an issue with DHA consultant. Let me know if you get a response. Perry Schnuck 817-419-1798 Phone 817-526-1256 Ce�l __. . __ _ From: Mathai, PK [mailto:PK.Mathai@jacobs.com] Sent: Wednesday, February 28, 2018 1:18 PM To: Schnuck Perry Cc: AI Neil; bkrueger@kciconstruction.com; Fulton,Todd Subject: RE: Cape Girardeau DHA Change Order information E-MAIL FROM A NON-ANDRITZ SOURCE: AS A SECURI7Y MEASURE, PLEASE EXERCISE CAUTION WITH E- MAIL CONTENT AND ANY LINKS OR ATTACHMENTS. Perry, As we discussed on the phone, attached are (1) Felxaust hose product info and (2) Protape product infa. Flexhaust needs grounding, which may not meet the requirements in the DHA report. I have left a message w/Jason Reason for clarification. (I am not sure whether he is going to call me back.) The Protape hose indicates it is"permanently antistatic". I don't know whether that means no grounding required. I think this is a German product; I didn't find a phone number to cafl. May be you can find out. When I googled some time back, I remember finding a product that is static free; but cannot find it now. Thanks, PK Mathai, P.E. { Jacobs � 314-650-4412 � 314-335-5141 fax � .Lk mathai(a�iacobs.com _ _ __ _._ _ , .... From: Brent Krueger [mailto•bkrueger@KCIConstruction.com] Sent: Wednesday, February 28, 2018 7:54 AM i To: Mathai, PK Cc: AI Neil Subject: [EXTERNAL] FW: Cape Girardeau DHA Change Order information P K, Please see the attached. Please call me after you have reviewed as we need to discuss complete scope of work in order for the entire change proposal pricing to be submitted. Thanks much, Srent �r�� St'�at�� X ----- _:----�----- 0: 314.200.6481 C: 618.781.9357 f �: 314.894.7418 X ------- � ___=---•------ From: AI Neil Sent:Tuesday, February 27, 2018 7:01 AM To: Brent Krueger<bkrue�er@KCIConstruction.com> Subject: Fwd:Cape Girardeau DHA Change Order information Brent do you have some time to talk about this later on this afternoon? Alistair Neil Superintendent KCI Construction 573-535-9582 From: Schnuck Perry<Perrv.Schnuck@andritz.com> Sent: Monday, February 26, 2018 6:45:58 PM To:A! Neil Cc: Chapman Patty; Milbitz Andre; Gambrell Dusten Subject: Cape Girardeau DHA Change Order information AI, Andritz can provide for the Cape Girardeau Drying system the following equipment to modify the facility to reflect some of the recommendations of their dust hazard analysis. E ui ment: Quantit Descri tion 3 Screen Flexible connectors with roundin rin s 100 FT Material Dischar e Hose, Conduct-O-Flex 8" 20 FT Dust Collection Inlets, Flexstat CR 4" 2 Dust ex losion isolation, 5L Interce tor 1 Ba house ex losion deflector Engineering: 2 • Mechanical Engineering and Design ' • Controls System Engineering and drawings • Updated P&IDs • Updated O&M Manuals • Control System Testing and Training Other: • includes equipment shipment to site r`� • Does not include fire suppression system for baghouse • Does not include installation of components • Does not include pipin , conduit, supports, or wiring Price: $65,100 Please see attachments of equipment cut sheets. Baghouse dust deflector to be designed by Andritr. Submittals to be provided 4-6 weeks after approval of CO. Delivery 6-8 weeks after submittal approval Thanks Perry Schnuck, PMP SEPARATION Region North America Senior Project Engineer ANDRITZ Separation Inc. 1010 Commercial Blvd.South Arfington,TX 76001 817-419-1798 Phone 817-526-1256 Cell 817-419-1998 Fax perrv sChnuck(a)andritz.com www.andritz.com This message and any artachmenfs are sole/y for fhe use of the intended recipients. They may contain privileged and/or confidentia!information or other information protected from disclosure. If you are nof an intended recipient, you are hereby notified that you received this email in error and thaf any review, disseminafion, distribution or copying of this emai!and any attachmenf is strict/y prohibited. If you have received this emaii in error, please confact the sender and delete the message and any attachment from your system. Thank you fd0"fICE - T�his cornmunication rnay cor�tain conficlential and privilcgecf isiformatien that is for the sole use of the intended recipient. Any vi��.;iny, copying or distributian o(, or reliance on this mes5aye by uriirttended recipien�s is strir�iy prohibited. If you h�ve received tliis rnessage in error, µfe��se notify us irnmedi�itely by reply(ng Lu the n�essa,e�nd deleting it frorn your cornputer. This message and any atfachments are sole/y for the use of the intended recrpients. They may contain privileged and/or con�dential informafion or other informafion protecfed from disclosure. If you are not an infended recipient you are hereby notified thaf you received fhis email in error and that any review, dissemination, distribution or copying of this email and any attachment is strictly prohibited. If you have received this email in error, please contact the sender and delete the message and any attachmenf from your system. Thank you ..__._�...._..�.._ 3 � � � � ��-��-,�� r��r �N�� Brent Krue er Subject: FW: Cape Girardeau DHA Change Order information 'U� SSaG��?TED /Y��y� Attachments: 1 - Neoprene Sock for Screen flex.pdf; 2 - Conduct-O-Flex- tuts eet.p f;3 - exStat'�� CR,PDF;4 - SL isolator.pdf From:Schnuck Perry<Perrv.SchnuckC«�andritz.com> Sent: Monday, February 26, 2018 6:45:58 PM To:AI Neil Cc:Chapman Patty; Nlilbitz Andre; Gambrell Dusten Subject:Cape Girardeau DHA Change Order information AI, Andritz can provide for the Cape Girardeau Drying system the following equipment to modify the facility to reflect some of the recommendations of their dust hazard analysis. E ui ment: Quanti Descri tion 3 Screen Flexible connectors with roundin rin s 100 FT Material Dischar e Hose, Conduct-O-Flex 8" 20 FT Dust Collection Inlets, Flexstat CR 4" 2 Dust ex losion isolation, 5L Interce tor 1 Ba house ex Iosion deflector Engineering: • Mechanical Engineering and Design • Controls System Engineering and drawings • Updated P&IDs • Updated O&M Manuals • Control System Testing and Training Other: • Includes equipment shipment to site • Does not include fire suppression system for baghouse • Does not include installation of components . Does not include piping, conduit, supports, or wiring Price: $65,100 Please see attachments of equipment cut sheets. Baghouse dust deflector to be designed by Andritz. Submittals to be provided 4-6 weeks after approval of CO. Delivery 6-8 weeks after submittal approval Thanks Perry Schnuck, PMP SEPARATION Region North America Senior Project Engineer ANDRITZ Separation Ir+c. 1010 Commercial Blvd.South Arlington,TX 76001 817-419-1798 Phone 817-526-1256 Cell 817-419-1998 Fax 1 QUOTAT/ON •� K/�SON CORPORATtON � � 67-71 East Willow Street� Miliburn, NJ 07041 �� Te1: 973-d67-8140 � Fax: 973-258-9533 www.Kason.com � Descrtption 096S-8D12L-GW FLEX SOCK,WHT.NEOPR.,8"X12"L W/GROUNDING WIRE, 1RING VENDOR#FSR080-120-AA1R ELASTIC BAND ON BOTH ENDS 1� 1�7' " !I� . ;I� r �-y 4 _ a s � ' �` . r :�'� 'I , �li� �, �.Y3':''3.''a -' - t' � i S ,� �1 �� 3� ''�.�',�r ��""xr��. .� - .c� � �- �` �.� � r � fi ' r-�` ,rf��'j�� . � ��'�'2�i".,3..n z�.s � - * ��`r�� f',s��1 a�„ ` � r� �tr� � ,�.ra� 3 1�.r`�-�4-Y�.v''�- � ._ 1.,� ^cy�.��, � c-� .''�` _ � .� i �' � .v ��f ��C�r�� y � ' � ., i . __ .. ,. q NC' 4 t��' R � ��u • a ^ • . . . . ��~ 4 �N� ��i 5� ��: r�,��'�.: vfc 13J � " } .. 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'�' � ,,i „� M {'��s rff - r � ' '.��s�' t� ' s �� ' a � =,z� - {?,�� r " � ��,�'A"' K a'F -~�� , '��S f� +�� - . . . . . ��' "�T�i k2{ �H .4 �r+..tkyi'�.��R 1 .. " � '(�Y�Fl - i.` :i 4 .` �],,,�.� _ � , � �� Q r�' A h � .�y��ti '� `�f '��T'�� '�„"�'�`' . �� - _ �, - , � . ' ?;r,� . �. s+ � .,.� . �, '.., .. �4 . . �`-L ��r � � � �� f z.�. � - , , ,� �. � �; �- �� s ,.P � _ .�� : �� s:- _ � �; _ �- �r,,��A�'E,� � �,,;. � ; � � � r � . .'�,�Y �Y- a, . t"..�� {, " � f:` . _ C` �a��rcx c. '� � 4 F-3 4 . � .. _ ' 1 ^�+t�y . . ' - _ I � S � A - r � �. � � . ��. . . .:. ' 1 .y3} .�„r, � . . y.r �:y# .� . . . _ . . - _ � a_C '� �t 7 0. _ .' . _ - _ = �� . � ' -.�)�. . . .� 4 .;.y �-.� ' . .: '; � ' .. -.�• .t . � . . ..-'. " :: � '-4 .., �; . e. �: 5.�• .", 1. .� (,_ ' } . 1� ' , ' C ENGINEERING & TECHNICAL DATA — Flexaust° Conduct-O-Fiex INSIDE APPROX. WALL CL COMPRESSION NEGATIVE WORKING DIAMETER WEIGHT THICKNESS BEND RATIO PRESSURE PRESSURE (IN) (LBS/FT) (IN) RADIUS (IN/HG) (PS�) IN 1 .145 N/A 1 2.8:1 29 30 1.25 .178 N/A 1.2 2.8:1 29 30 1.5 .21 N/A 1.4 2.8:1 29 30 2 .297 N/A 2 2.8:1 29 30 2.5 .303 N/A 2 2.9:1 29 30 3 .361 N/A 2.13 3:1 29 29 3.5 .42 N/A 2.48 3:1 25 21 4 .586 N/A 2.8 3.7:1 29 16 4.5 .655 N/A 3.15 3.7:1 23 16 � ,727 N/A 3.5 3.7:1 22 15 6 1 N/A 4 4:1 22 13 7 1.15 N/A 4.7 4:1 14 14 g 1.138 N/A 5.5 5:1 7.3 10 10 1.417 N/A 7 5:1 3.79 8 12 1.695 N/A 8.2 5:1 2.22 7 14 2.38 N/A 9.4 5.5:1 3,11 5 16 2.72 N!A 10.8 5.5:1 2.09 4 18 3.2 NIA 12 5:1 1.5 4 24 4.2 N/A 16 5:1 .62 3 Technical data based on 2 ft. straight lengths of hose @ 72° Construction: Double-ply neoprene coated polyester fabric hose coated with a conductive elastomer reinforced with a spring steel wire helix Temperature Range: -40°F to 250°F Standard Color: Black Standard Lengths: 25 Feet • Surface Resistivity Level: 103-105 Ohms/Square Disclaimer:The proper use and maintenance of hose andlor ducting manufactured by Flexaust is the sole responsibility of the purchaser and ultimate user of the product. This information is presented as a general guide only. The number of variables which can be present in any application make firm recommendations impossible. Tel: 574-267-7909 • To{I Free Tel: 800-343-0428 •Toll Free Fax: 800-382-8464 sales@flexaust.com • www.flexaust.com ,.�. A SCHAVENBVRG HOSf 7'ECHNOtOGY COMPANY c ENGINEERING & TECHNICAL DATA — Flex-Tube° FlexStat° CR INSIDE APPROX. WALL CL COMPRESSION NEGATIVE WORKING DIAMETER WEIGHT THICKNESS BEND RATIO PRESSURE PRESSURE (IN) (LBS/FT) (IN) RADIUS (INlHG) (PSI) IN 1 .17 .032 1.5 1:1 29 50 1.25 .21 .040 1.9 1:1 29 50 1.5 .24 ,040 2 1:1 29 50 2 .3 .040 2.5 1:1 29 50 2.5 .5 .040 5 1.5:1 28 35 3 .55 .040 5.5 1.5:1 26 32 5 1 .045 7 1.5:1 18 28 6 1.25 .045 7.75 1.5:1 12 26 7 1.5 .045 10 1.5:1 11 25 8 1.75 .045 12 1.5:1 10 24 Technicai data based on 2 ft. straight lengths of hose @ 72° Construction: Specially formulated static dissipative thermoplastic polyurethane hose reinforced with a rigid external ABS helix & an embedded copper grounding wire Temperature Range: -40°F to 200°F Standard Color: Clear Wall with White Helix Standard Lengths: 25 & 50 Feet • Surface Resistivity Level: 108-1010 Ohms/Square Disclaimer:The proper use and mainkenance of hose andlor ducting manufactured by Flexaust is the sole responsibility of the purchaser and ultimate user of the product. This information is presented as a general guide only. The number of variables which can be present in any application make firm recommendations impossible. Tel: 574-267-7909 � Toll Free Tel: 800-343-0428 �Toll Free Fax: 800-382-8464 sales@flexaust.com • www.flexaust.com � A S�CHAVENBVRGi HOSE TECHNOLOGY COMPANY �-, r " ' - t '� - � _ - �..` � - - 5 i , � _ -TECH�C�I��`�� ` �` Y ; t: t _ T ,. ,. : r . : � , . . _ ,�. .- . ,... .., � 5 � _ iK � � � r1^ 'f � f � � � - a- �� ,�< - �� s � . :� �11E��'�PT01�� - }lar�3�G�cfi.�rgJ � j f�a�:.n Su�r,x�m�r S�scsr� � The lnterceptor-HRD exptosio� suppr�ssion system is designed to provide } dn active �sthad to pratect process eqvipment from a duzt explosion � f�azard. The principle oF operation For the Intercepfio�-HRD system id fimeiy ? deEection aF the pressure rise during the +nitial sfiage oF an explasion, A � � _. ��' ,�_ � Foflowed by fast injectiort of Qn axtinguishing agent. The SL Interceptor•HRD � { ; ; ' --�. g battle incEudes a low pressure moniforing switch, OSHA lackout and a ; � ' �""�-- tefescapic nozzle as standard features. Each HRD suppression bottle � y TM��' is acEuated by o micro gas generator (MGG) that �educes maintenance � `• casts with a 10 ysor service lifa. S�vera) suppressant agents are offered � _ to cover bath sanitary and non-sanitary applicalions. The InFerceptar-HRD f _ suppression bottles can be used For isolation purposes as wall. Chamical � isafatian is often used in conjunction with explosion suppress+on, expla- �"```---.,,� sion venting, or flameiess venting. �. � -�.:�,��w `�-�-�_�, Chemico) suppressian and isolation systems ara designad for use in almost any pracess handling combustible dust. The Intercepfior-HRD rystem can be used for pneumatic conveying systems, dust collaction systems, cy- Expfosicn Suppression System ciones, mitls, dryers, canveyors, and starage vessels. __- - _ -�, , .,.. _-� ... - ` �r�;��+�� Power Requiremenf ' �SHA Lackaut .� 24 VQC, supplied by CONEX Contraller Standa�cl Set Pressure Suppresscrnt Materiols _ 1740 psi� �120 bc,r� C 72°� Sadium Bicarbonate or Furex' Actuctian IV�edium Bady Mofierial Stored compressed Nitrogen Powder coated stee) Protess Temperafiure hiozzte Moterial/Type 24°F (-4°C� to 320aF {160°CJ Stainless stee) - standard telescopic design Environmenta( Terrrperature Gertifications -3d°F (-35°C� to 15$°F (70°C� ATEX - third party independent tested to EN Attuator 15089 and EN 14373 MGG-micro gas generator- 1 Q yr. service Cife Complience Environmental Ingress NFPA b9, FM 7-76 IP 65 �PPj�ta�ion Pred Low Pressure 5witch s 1 .0 bar (14.5 PSI) Standard Applicafion Kst s 320 bar•m/s � ' � v� 'T'e'ti�'�3 s �.*.- _ �:`� . �3-' o^, n..,�,. .� �_-,. -pYy'�'ar�`.��g:�,ft� � ,p . �3s�.-t»�r�."*�' - ; /� �s �j� ro � ki� -;'€�al `�T�'.`�"�-2 -`� t r't`"s :; � - - �J i i►,t ; �-� �a.E a�y i�1G��r��£'��.5�. 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Brent Krueger From: Schnuck Perry <Perry.Schnuck@andritz.com> Sent: Tuesday, March 13, 2018 1:43 PM Ta; Brent Krueger �c: Ai Neil Subject: Cape G wiring of Cannons Brent, 1. 120 VAC feeder circuit breaker in PLC panel: $30.00 a. Contractor to wire to LCP(a) to be located on dryer room wall, suggested location between oif tote and man door to truck loading room b. Contractor to mount two (2} LCPs for chemical isolation system side by side c. Contractor to wire from optical sensor to be mounted in dust collector inlet duct to LCP(a} d. Contractor to wire from 5L chemicai isolation bottle to LCP(b) e. Contractor to wire three (3) discrete outputs from LCP(a}to PLC panel,we have I/O available to support Thanks Perry Schnuck, PMP SEPARATION Region North America Senior Project Engineer ANDRtTZ Separation Inc. 1010 Commercial Blvd. South Arlington,TX 76001 817-419-1798 Phone 817-526-1256 Cell 817-419-1998 Fax perry schnuckCo�andritz.com www.andritz.com This message and any attachments are solely for the use of fhe intended recipienfs. They may contain privi(eged and/or confrdential information or other information protecfed from disciosure. !f you are not an intended recipient, you are hereby notified that you received this emai!in error and fhat any review, dissemination, distribution or copying of this email and any attachment is strictly prohibited. !f you have received this email in error, please contact the sender and delete the message and any aftachmenf from your sysfem. • Thank you 1 KCI Construction Company St. Louis,MO 63123 (314)894-8$88 Fax#(314)894-7418 www.kciconstruction.com May 9, 2018 Jacobs Attii: Mr. P.K. Mathai, P.E. 501 North Broadway St. Louis, MO 63102 Re: Job#12002 Cape Girardeau Wastewater Treahnent Facility Change Proposa] # 137 — F(,r�,�� ,��/LlLJ'�� '��/�� `�� Dear Mr. Mathai, We pro�ose to furnish the necessary labor, material,tools and equipment to perform the work assoicated with RFP#54, fire suppression system for baghouse and control of the loadout chute, for the increased lump sum of Two Hundred,Thirty-One Thousand,Two Hundred and Eighty-Seven Dollars ($231,287.d0), and a contingency of Twenty Thousand Dollars ($20,000.00) for future additions if required for a totat of Two Hundred, Fifty-One Thousand,Two Hundred and Eight-Seven Dollars (�251,287.00). Please note the following clac•ifications associated with this pricing: Pricing based upon email dated 5/8/18 from Perry Schnuck related to scope clarification questions as well as email from Perry Schnuck dated 5/]/18 with Andritz pricing and scope clarifications. Wiring to local fire alarm panel within the Biosolids building for system tie-in with existing fire alarm control system. System to We have attached a copy of our change proposal estimate summary and backup for your review. If this proposal meets with your approval, please sign the attached copy in the space provided and return it for our records. KCI requests issuance of a Change Order prior to being requested to proceed. If you have any questions or comments, please do not hesitate to contact us. Sincerely, Approved �� By� �r��°��'�� i � Brent Krueger Project Manager Date: Attachments � T � � � � � ¢ � � � � N 0. � C7 ¢ ¢ � x � U W U h � Q Y O �, 3 - `o � � u. ,o d � � � � � � U t � F- � 3 � U ,v_ 3 � a � o � c 3 w ro � � o 9 � q N R � 0.. � � C E-� E � 5 A :? 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N vi vl �.., . � " E =' a E - � -" N E fi ' v � � F- � � O `''l � a � S `� U N � O �n q z �, � � o q � o a � � � � � � � u� o � � � � � � o � � N >^ a "' E � E :.' `° a u " u " y � ' C :v � � c0 v' N E c �y � E � 0 � o � t° a � �� d � '9 c, m rn `v � e " ;,u � � = � � c .� 8 � ¢ E • C u �_ nt..., � � a 'U^ a�i a��i � � �o �' a"i � � O `�,�,-''�� '^ �L Q � �lS. � W V] � � � U !it � � F � o � � v�'i Ll � O O �� y U U � � ��° Jacobs Engineering Group Inc. 501 North Broadway SL Louis,fNissouri,63102 314.335.4000 Fax 314.335.5141 March 6, 2018 Mr. Brent Krue�er KCI Constivction Company 10315 Lake Bluff Drive St. Louis, MO 63123 Subject: Request for Proposat No. 54 (Rev 1) —Fire Suppression System for Bagl�ouse Dear Brent, Please provide a proposal with detailed breakdown of labor, material and equipment costs for the modifications to the dryer system per the DHA report and to add loadout chute control as described below: l. Install a fixed industrial fire suppression system using a dry cheinical as the suppressant inside the baghouse and as inanufactured by Ansul or approved equal, aiid with the required controls; all as designed and supplied by Andritz. 2. A float to control the operation of the loadout chute has been supplied; however, this control function was not included in the original schematics for tlie loadout chute. Provide the necessary controls to stop the loadout and to automatically raise the chute upon sensing the truck is full. Please contact me at 314-650-4412 or pk.mathainjacobs.com if you have any questions or nced any additional inforination. Sincerely, Jacobs ✓1 L/��,l/C��`''" ��._..�.,- P.K.Mathai,P.L. Project Manager c: Casey Brunke CSX65101-932 Jacobs Engineering Group lnc. < , � .� Brent Krue er From: Schnuck Perry <Perry.Schnuck@andritz.com> Sent: Tuesday, May 1, 2018 5:05 PM To: Brent Krueger ��. AI Neil; Milbitz Andre; Kirkland Ken; Chapman Patty Subject: Cape Girardeau RFP 54 Attachments: RFP No. 54 (Rev 1) - Fire Suppression System for Baghouse (3-6-18).pdf; CO2 High Pressure Manual.pdf; Ansu1542R.PDF; Ansul CO2 Brochure.pdf Brent, In response to the Cape Girardeau W1NTF's RFP 54 Rev 1: Andritz offers an updated quote to provide a Fire Suppression System for Silo Baghouse, including Carbon Dioxide (CO2) system with an automatic detection system with heat detectors, a manual pull station, system disconnect switch, engineering, programming, commissioning, documentation, and training for$44,100. Price excludes instaliation, conduit, wiring, anchoring, foundations, platforms, ladders, or supports, Design Engineering Review per DHA, and sales tax. Andritz anticipates that KCI will need to run wiring and conduit from the fire suppression system to the building fire alarm monitoring and ensure the Andritz PLC is able to monitor status of fire alarm system to prevent operation in event of a fire. Andritz offers to provide work to allow functioning of the truck loadout chute tilt switch. Andritz offers to provide barrier relay, engineering, programming, commissioning, documentation, and training for$15,412. Price excludes instaliation, conduit, wiring, anchoring, foundations, platforms, ladders, or supports, and sales tax. Andritz estimates that KCI will need to run wiring and conduit from the Truck Loadout spout junction box to the Truck Loadout Panel and from the Truck Loadout Panel to the PLC Panei. Thanks Perry Schnuck, PMP SEPARATION Region North America Senior Project Engineer ANDRITZ Separation Inc. 1010 Commerciai Bivd.South Arlington,TX 7600i 817-419-1798 Phone 817-526-1256 Cell 817-419-1998 Fax �errv schnuck(a�andritr.com www.andritz.com This message and any attachments are solely for the use of the intended recipients. They may confain privileged and/or confrdential information or other informafion protected from disc/osure. If you are not an intended recipient, you are hereby notified thaf you received this email in error and that any review, disseminafion, distribution or copying of fhis email and any attachment is strictly prohibited. !f you have received this email in error, please contact rhe sender and delete the message and any aftachmenf from your system. Thank you 1 -"� 4 , � . �y�aJ'� . .d ��. � � ! , w , ,� .� � ' "+ ..��... .Y� ! • 1 :::�.. � `�' F� y� yeMy��.. �� C, . .' I.�^�"' '��'. v� :r � ' i : '1M�..,;t� . . �` . . . `'� - . .! 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Manifoiding atlows single or multiple hazard protection from°one storage location(selector valves evailabte for muitiple hazards) �M' Resettable/stackabte electric valve � � _ actuator with manuai lever release _ ., , : - :. s . , P . .,:. .� � . . ' . _ .;.. ; : � � Cylinder valves operate automatically via � � manifdd backpressure � � �>� _ The industry s widest selection of total j — Modutar Fnounting bracket design flood and local appiication nozzles r .� _ _ '� ' '' _ CO2 cytinders:35,50,75,100 and 1201b. r ; (16,23,34.45 and 54 kg)capacities .:�, � .. . '.�: F - ,-s . . t -r '' USCG applications aliow only manual or Detection and control system availabie ` - pneumatic actuation systems.Must also (not shown).Automates system and , ; � have a time delay and siren. provides more flexibility to meet design = requirements necessary for the hazard. � =i ,t _ k'+, ..y �s `t - .e i � c - : .. � _ ' J ,1 x . �� :� "a �� -. >' �� l� : � � �� n f -. A J ( h y _„L J 't A :.. .. '. r �. � 5� � 1 i 3 k i P 1 �� 1 � � x , � r �, �i' 7 (, �. � _ - �._ � - ��.t -`r �1� �� t�.� Ff C., t � % - - •t � ANSU�. PREFERRED�BuIk=Low;Pressu,re Carbon;Diox�de Systems are id�a1 for non occupied fire � � . s � - °' hazards requtrangflarge amounts o�extinguishmg agent �n a I�mited space � A single bulk �ank < �.: ' `� y T'� .� �' .„) � },5 z..; .�{ �.'' :: S ... �v x:� .a a L !; '� .; Y �, _f , can�store frorn;�/4 to 60 ton�,(68Q to 54430 kgj of car�on dioxide, which�s maintamed m a. `_ � �`: �� `�, ; , , = 3 �-d. = , 5fiand by �ii�e �eady state Th�s aliows the sy�teri� fio pro`v�de effective'd�stri�u��on_of agent or� r � .�3-v �' .. F ;� Y : f `. �. � �.F : �� 2� 'i j . �y der�and Bul�C low�ressure CC�2systems of�er rriuit�ple c��seharge�capa;��it�ie's b�fiv��een 'recharges _ .. �L = }'�" x }�, ,.d .T� �, a 7. _=, 1 ) .;3 ,/' +Y _ „z:' �S��J C-rlJ�I 10{�'1w+�� O.�4�L7!1 +r Y � :9 f - �- _ � t � • _ �. . , J. _ � '( _ ), S Sr t � '1 ' `r ._ '' "� �.' _F ._ . .-f ' � :� '_ '.�7 =J .. :i -.� �� _' The 1�qutd C4� �s stored �n an ASME cod�c! pressure vessel equ�pped with �ts own refirigeration - .. . :: . y� � .. ,. . = system The�te�rr�pera�ur�,w►thin the vessel Rs kept at approximately OQ� ( 17°C� by rnaintaining ;. � 1 :� � - . � �- . - the interria( pressure-n�ar:�300 ps��(2{�7,bar) r _ x _ . t s r -e� "'. � _ c,s �"� _� �. r7�,�- ::J P e.u.,h,tr ' � ty' F �. ��.'T ." � : �: '.- � � : '. _ A ::. - y �.� ' � _ = Ud�ve c�nfiro}�s electrg pneumatic or man�al Eachs rnaster and`se(ector va.lvesassembly coris�sts 1 _ � . . . � � : h.� _ 'S . . f-v�L ,l"3 X . J�' "'C �" ..� �".. .. t ` 'i�} en . .. 1 r,,,.s �"'c-� . V- '. : of7e�ther a bali :or butterfly valve� a spring returr�xpneumafi�c t�aive opeYator and a three-way ' ��s�.1z r.�.s�- { � _; � s ' } a-}.. .�.�rx `` ''T ; ,�s ._� 4 �. ; �, _ ;.�, .,r . : elee�ronicall�'operafied solenotcl �alve `A listei� �nci ap�roved rele�s�rig cc�itrol pane) is usecl � . � � -� _ .� � r3zr t � ,\ t� i ' i _ - ... : �o pravid�au�om��ic detect,Qn and car�tral _ _ _ - _; � � � � � r _ '� � . ��.+�.�_. _..r� �S. _��.�v � .� ��. _\e� t�_ �. ��._. .� � .�._ Vt�.� e ia�� a_�_ ._.. 3��_r.,_._er�> _..�. . ..._...�.... a ....� � ...�.�. z_ � . ..-. - .� .._. s,,.... "_ .• ' • �� 1• ' • � � � �• . • _ � � �� `,♦ • • 1 ' • �' �1'�'1 {rn � • � � � � �{, • • � • • � ' , �%� �i- �� L ••�; . . • • . • •1 • • � • 4 �� • � •/. .� �• • �"�e�t:- . • ' • • s., 1 s ' • • '��i,,.' �-.'1c � _ � . � ' N`��"�r. � G.i�.� • -y�`v, ir'.. i .J. ,��`k�'T-f • � -Y` ' • � ' • • � ' • • • • �''1'-.:. ' • � �_ > >; ,_ �� :�,• ,�ri - - _ _ - , _ _ _ .. - _ _ . . ._.- _,._-.;- ..- , . - .,: . � : , _ ;: ,_ . , :, } t j^_� �� - �� "` �.�' _ 1 � _ ; �� ' -� r ..�s � z;. � Y . � �� j _ 5 �� 5 � `� S � Z s F � i � � ...S . I � � � 5„� Y � � Y �: }& � 3 - K �". 3 �y 3.'� �' u`'�'� ��X';� i �-��'s�� `� -1+ �" � - ��*�`� �J�'�:a'�� .� � � � � � l _'�.�.i'� V `!4'.. �S � J. � ^�S 5 - _ r � r _ t H �•E 1 5 d 3 ( �^ � f i - ! j r � _ 3 f � F - ' " r � _ _ r.f� X L y ,� . g .s t� � _ � ,� ) . _ �� i .: ... �� .� ; r . .: .. Y : (} � .} .,. - . .- .' .: C � ? . L.. ._ { : , ' � Br�dgtng,;the gap between h�gr pressure cyiinders and fQw �ressure bulk�anks,r ___ e . .J x �t P..d.:�, t '',- a <a �'`' ':. ��:� �> 3.` �� .:-4 ; l mini�bulk tank`s �ffer capacEties of 1,040 and�1,5�0 lb (454 and 680 kg) Th� ANSUL ' Z. 4 ._ _= ��.J� N ;�s � .` - � .' " _ ." � PREFERRE{7 M�ni Bufk L:ow Pr�ssu�e Carborl Diox�de 5ysterrts were de.veloped to - _ . . -: . A : i 3 - .- . � : .. - _. -' �: C .,;i ..� .�.. .. 3 �� v .. � : _ { - prov�de ar� a�tern�tive to man_�foldi;ng h►gh pressure cyiinders The �anks are configureci r ; - - L t : ��.v = 9 _- .. �. r.� Z :. �.� :- � � .. �,: vertical�y<to �ave ualuabie f{oor space min� bulk tanks can prov�de pratection for _ . � _ - . , ,, f : : , �- - � �.- non=oceup�ed:totalrflood, Iocal appl�cation hazard_s, hose reels or;custom des�gns such , _ : ._ - �' ._ , ,_ � ' as �n`e�ting or.'spurt; syste`ms ' = � � _ � _ .; - - _ _ � { _� , - x � - ` `� � ._._,�.�,_. � �__�:, . .. ...x��._.��_�__.��.�__L��.�..�.—.s�__�..�:t._..�..1':�x.�_��,.. �... .u__ a, �t.__ _: .� u .� _�_ ��._._a ____�_ . _,..__ �__� .,_� _ _ .. - . .- • � . .. . . •.. - . . - � - . - - s�r� . . - ;-;-; . - . . . - . . - . �. � , . . . .. � j"� •�' • �::. �. �u � �.�j" . -. � - 3 � . - .. - .- z '- • �- . - .- . - . �� ;'{ •�• . •• • .• :• .- • . - . . - ,..: ; ... ��'' - ?�" ..- . ;i, � - ,r`4. 5!� � •L_ — � r � � ' • 5� • • • • ,.``"Cis'..'.' • • • ' � � • __ � � - � - • . � � . Brent Krueger From: Schnuck Perry <Perry.Schnuck@andritz.com> Sent: Tuesday, May 8, 2018 10:51 AM To: Brent Krueger Cc: AI Neil; Chapman Patty Subject: Cape G Fire System Information Attachments: 75-100 CO2 cylinder.pdf; Aegis 2017.pdf; KF Lockout Valve.pdf; 3300 Manual Pull Station.pdf; KF Pressure Switch.pdf; KF-MT Multitone Alarm Signais.pdf; KF_Detect A Fire.pdf; Kidde_Electric_Control_Head Kit_with_Control_Head_Monitor_K-85-3001 _AB.pdf; Maintenance Disconnect Switch.pdf; Dicharge Head Plain Nut.pdf; Dicharge Head Plain Nut.pdf; CO2 Warning Signs.pdf; S Nozzle Flanged k-81-1140_screen.pdf; 75 Ib. Strap.zip; S Nozzle Flanged.pdf Brent, Please see below and attached: Perry Schnuck 817-419-1798 Phone 817-526-1256 Cell From: Clint Burleson [mailto:clint@baconfire.com] Sent: Tuesday, May 08, 2018 9:59 AM To: Schnuck Perry Subject: RE: Contact information E-MAIL FROM A NC)N-ANDRITZ SOURCE: AS A SECURITY MEASURE, PLEASE EXERCISE CAUTfON WITH E- MAIL CONTENT AND ANY LINKS OR ATTACNMENTS. Perry, Answers will follow each question. If the instafler needs to he can talk to me direct, should that be helpful. Can you provide information and guidance on: • Components supplied - All CO2 hardware, alarm panel, alarm devices • Requlred manifoids— No manifoEd, single cylinder • Nozzles—easy adapt nozzles? How many- Nozzles will include a fiange mounting plate, two nozzles . !s system full and pressurized -Cylinder 75 Ib. shipped full • How big are cylinders—See attached cut sheets • Mounting frames supplied for bottles? - Mounting bracket will be a cylinder strap • Explain controis for heat detector and alarm —Fire Control Panel will come pre-programmed, two heat detectors on one circuit. Manual pull station on separate circuit, key disconnect located at panel, Horn/Strobe, stop valve with supervisory circuit, Discharge head plus a supervisory circuit separate. . What is needed for installation? Pipe '/z' schedule 40 seamiess A-106 or A-53, fittings 300 pound malleable iron, Galvanized if installed outside or in corrosive area. Conduit, wire, electrical fittings. • Are you familiar with the size of the application? Yes, basically a 4'4" X 4"4" X 15' include collector barreil I think this cavers all the parts, but l may have,misseci something. Fecl fr.ee to call, Best Regards, Clint Clint A. Burleson 1 } . � :9 P � )�. Sacon Equipment Co. ' Z709 N. Beckley Ave. Dallas, Texas 75208 214-742-5871 FX 214-741-5932 email: clint@baconfire.com www.baconfire.com � � � ; � This message and any attachments are solely for the use of fhe intended recipients. They may contain privileged and/or confidentiat information or other information protected from disclosure. If you are not an infended recipienf, you are hereby notr�ed that you received this email in error and that any review, dissemination, distribution or copying of this emai!and any attachment is strict/y prohibited. If you have received fhis emai!in error, please contact fhe sender and de/ete the message and any attachmenf from your system. Thank you � 2 , •' ' 3h `'�'� • . CO2 Component Description �!' K�dde Flre SyStemS A UTC Fire&Security Company 75 Ib. and 100 Ib. Carbon Dioxide Cylinders Effective: May 2010 K-81-1010 � TYPE "I" CYLINDER VALVE �// THREAD FOR CONTROL � DISCHARGEHEAD PORT �� .� SAFETY DISC - �_ ASSEMBLY �' THREAD FOR � PROTECTION CAP \� CYLINDER � A � � i � i � I� \��— SIPHON TUBE � i B Pressure Ratinqs: Service Pressure = 2300 psig NUMBER CYLINDER TMPE A B Hydrostatic Test Pressure= 3834 psig Nominal Pressure = 850 psig @70°F s�o2a� 75 LB. 60.0 in. 9.25 in. 5/8 in. 870269 100 LB. 62.0 in. 10.50 in. MATERIALS CYLINDER: STEEL VALVE: SEE K-81-1050 FOR 5/8 in. SIPHON TUBE: ALUMINUM FOR ADDITIONAL DATA, SEE K-81-1030 FOR P/N -SEE TABLE This lilerature is provided for informalionai purposes only. KIDDE-FENWAL,INC.assumes Kidde Fire Systems no responsibility for the product's suitability(or a particular application. The product must be A UTC Fire&Securiry Company properiy applied to work correctly. 4Q0 Main Street If you need more information on this product,or i(you have a particular question,contact Ashland,MA 01721 KIDDE-FENWAL,INC.,Ashland,MA 01721. Telephone:(508)881-2000. Ph:508.881.2000 K-81-1010 Rev AC OO 2010 Kidde-Fenwal Inc. Printed in USA Fex:508.881.8920 www.kiddefiresystems.com � . �. , � AEGISTM �■O � r�l.�$Kidde � � ��;:.:__, Conventionai Fire Alarm-Suppression Control Unit ' � F� re Systems Effective: January 2017 K-84-200 FEATURES • Suppression Focused Contro!Unit • Builf-in Cfass-A and C/ass-B Circuitry • Triple R Redundancy Provides Maximum Protection • Listed for use with Kidde,Fenwat and Chemetron agent Against lnadvertent Release re/ease devices including Control Heads and lnitrators • Agency Approvais • Sophisticated Programmable NACs • FM Approved to ANS/864, 9th edifion and NFPA 72 • Independently ProgrammabJe Agent Releasing Circuifs (2002) • Compact Cabinet Design Supports Large Number of • UL Listed to ANSI 864, 9ih edition Input and Output Circuits • California State Fire Marsha! • 3 Detecfion Circuits • City of New York Fire Department • 2 Supervisory Circuifs • Listed for a Wide Range of Suppression Systems: • Option to Use SUP 1 as 4th Detection Circuit • Kidde ECS HFC-227ea and FK-5-9-12 • 1 Manual Retease Circuit • Kidde ADS HFC-227ea and FK-5-1-12 • 1 Abort Input Circuit(with 6 Abort Modes) • Kidde HP CO2 • 3 Noti�cation Appliance Circuits • Kidde IG Argonife &Nitrogen • 2 Re/ease Circuits • Kidde FE-93 • 3 Programmable and 1 Trou6le Form-C Relays • Fenwa/Spheres • 1 Auxiliary Power Output, 1 Amp • FenwalBDCs • 5.4 Amp Power Supply Unit • Kidde INDT"'Dry Chemica!8 WHDRTM Wet Chemical • 120/240 V, 50/60 Hz AC Input Systems • Easy-to-Use User Interface and Display • Sprinkler Supervisory Service • Flexible Confrguration Opiions • Deluge, Pre-Action, Foam, Foam-Wafer Systems • Password Protected • Combination Clean Agent plus Pre-Action Sysfem • Digital Re(ease Countdown • Option with Door Mounted Abort and Manual Release • Battery Voltage and Charging Current Display Switches Availa6le • Charging Capacity of B8 AH • Extensive Diagnosfics • Backwards Compatibie DESCRIPTION The Kidde AEGiST"' 2.0 is a Conventional Single Hazard i�, i �� ,i;�ie , � ' Agent Releasing Unit which provides configuration ' k � , � i flexibility in a compact footprint to protect life and assets in '° commercial, high-tech and industrial applications. The AEGIS 2.0 control unit has a NEMA1 enclosure and an option for door mounted Manual Release and Abort switches to avoid the additional expense of wall mounting these items. The AEGIS 2.0 is well equipped to handle all special hazard extinguishing systems due to the high degree of programming flexibility provided and the following full complement of input and output circuits: • Three(3) Class A or C/ass B Defection Circuits • Two(2) Class A or Class B Supervisory Circuits • Option to Use SUP 1 as Fourth Defection Circuit • One(1) Class A or Class B Manua!Release Circuit • One(1) Class A or Class B Abort lnput Circuit • Three(3) C/ass A or C/ass B Notification Appliance Circuits � � • Two(2) Ctass B Agent Refease Circuits • Three(3)Programmable and 1 Trouble Form-C Relays DETECTION CIRCUITS CU TS The Detection Circuits support Conventional 700 Series, Both the Manual Release and Abort Circuits accept CPD-705x lonization Smoke, PSD-715x Photoelectric Normaily Open contact closure type devices. Activation Smoke and THD-705x Heat Detectors as well as of the Agent Release Circuits can either be Normaily Open contact closure type devices.Two circuits instantaneous or delayed up to 30 seconds (maximum) are dedicated to the main suppression function and can upon receipt of Manual Release input. Agent release can be programmed to activate the release circuits by either be temporarily delayed by activating the Abort Circuit. single-shot or cross-zone input. The user configuration The Abort input can be programmed for 6 modes of allows automatic release via detection to be delayed from operation. These include the UL 10-second mode, the 0 to 60 seconds in 10-second intervals and also allows a full-delay mode, the IRI mode, two NYC modes, or the choice of which of the two Agent Release Circuits to abort can be disabled.Aborts can also be programmed to activate. be applicable for either one (ARC 1) or both Agent The third Detection Circuit is programmable for either Release Circuits thereby allowing use with DelugelPre- Waterflow or as an independent Detection circuit. When Action systems. programmed for Waterflow, Notification Appliance NOTIFICATION APPLIANCE CIRCUITS (NAC) Circuits can be programmed as Non-Silenceable as The three Notification Appliance Circuits are rated 1.5 required by certain jurisdictions. Additionally, the Amps each and accept polarized 24 VDC Notification Supervisory 1 circuit can be configured to be the fourth Appliances. Each circuit is driven independently and is detection circuit. user configurable for First Alarm, Pre-Release, and SUPERVISORY CIRCUITS Releasing as well as for 60 BPM, 120 BPM, Temporal, or The Supervisory Circuits accept Normally Open contact Continuous pattern. c(osure type devices such as pressure switches on the The control unit supports appliances that provide the agent cylinders or on the water or air pipe network. The option to use silenceable horns and non-silenceable system configuration enables the supervisory input to be strobes on the same NAC. Multiple NAC circuits a participant in the suppression function. For example, (connected to audible devices only) programmed with the low air supervisory can be included with detection for same master code pattern are synchronized, regardless release of pre-action systems as required by certain of any differing starting times that preceded their jurisdictions. concurrent operation. The NACs configuration includes a user-selectable intelligent synchronization feature which allows a silenceable horn to be shut off while the strobe continues to flash in synchronized fashion. SUPERNSORYIJ MANUAL WATERFLOWI SUPERVISORYi OETELTOR� ABORT RELEASE DETECTOR3 OETECTOR2 � � � � RS.7�t �� j'" `\ ��• �� . ��• �� T87 TH6 � O � TBS T84 TB] TB2 TROU9LE 0 TB8 �`'_ j - TB7 0 " DETECTORI RELAY 3 S � TBB ' RElAY2 � � T610 �Kax Qviriceo Q""�'a�F"sE (jKidde p�"`�� Fire 5 stems o.� y RELAYI S �T811 Q+�� Q+uin�� Or..w Qwun. Q.x��ie. a 8 S �mi.�.� Qwrusam��•r.nm Qsn,mnu Du�nta� Q�uwwm Qxvstc�+ 9ATTOUT , � T812 Qneusi D�w.�rn�LOn�cnn Qs.aev Qur� �sv�n� Que:imi �rsur�aw• Qu Qx Qiuc �oirow�mi "' _ , � � AC SUPPLY SELECT SWlTCH(S6) m�7-� TBt9 0 � NAC1 �W ' ACIN � 2� T814 T815 TB18 TBtl T81e � � NAC2 rF� 100 �� T017 � � 2.�- � RELEASE 1 RELEASE 2 AUX NAC 1 ARC 1 ARC Y 24 VDC Figure 1. Printed Circuit Board (PCB) - 2 - 6 BUILT-IN CLASS A AND B CIRCUITRY POWER-LIMITED CIRCUITRY For the input and NAC circuits, the choice of Class A or Alf circuits are inherently power-limited. ARCs can be Class B supervision is made at site on the board itself by configured for power-limited or non-power-limited selecting the terminals used for wiring. Neither operation. One in-line releasing device is required for conversion boards nor additional hardware nor jumper each solenoid on a power limited ARC. In-line releasing selection is required for this purpose. devices are not inciuded with the panel; the appropriate AGENT RELEASING CIRCUITS (ARC) number of in-line releasing devices shouid be ordered using part number 06-220023-001. The two circuits can be programmed for activation by different inputs, with independent time delays and abort ROBUST POWER SUPPLY UNIT (PSU) modes to fire combinakions of two of the following The AEGIS Z.0 features a universal 120/240 V, 50/60 Hz releasing devices: AC Power Supply Unit with a robust 5.4 Amps of 24 VDC • 1 or 2 Kidde Continuous and Momentary Solenoid PoWer. Input voltage selection is via a slider switch with Contro! Heads no jumper cutting required. The on-board battery charger is able to charge 24 VDC (2 x 12)batteries of capacity up • 1 Kidde Actuator or Fenwal Initiator to 68 AH thereby allowing from 24 hours of supervision • 1 Factory Mutual Group A, B, D, E, F, G, I, J, or K plus 5 minutes of alarm to 90 hours of supervision plus 10 Solenoid minutes of alarm required by some jurisdictions. In other words, operating in tandem, the two circuits can AUXILIARY POWER SUPPLY release: Up to 1 Amp of auxiliary power at 24 VDC is available to • 1 or 2 Control Heads on ARC 1 and 1 or 2 Control power external 4-wire devices such as Fiame Detectors, Heads on ARC 2 AlarmLine modules, Duct Detectors, etc. The auxiliary • 1 or 2 Control Heads on ARC 1 and 1 Actuator/ power output is resettable. Initiator on ARC 2 or vice-versa ELEGANT USER INTERFACE • 1 or 2 Control Heads on ARC 1 and 1 FM Sprinkler Solenoid on ARC 2 or vice-versa The user interface consists of an array of LED Indicators, • 1 Actuator/Initiator on ARC 1 and 1 Actuatorllnitiator Control Switches, a Digital Display, and Buzzer. Over and on ARC 2 above the System, Power Supply status, Input circuit Fire • 1 FM Solenoid on ARC 1 and 1 FM Solenoid on and Trouble and Output circuit Troubfe LEDs, the AEGIS ARC 2 2.0 annunciates its suppression state-of-alarm via three This configurability is useful for those jurisdictions where additional Pre-Release, Refeasing and Post Release the gaseous suppression agent is required to be LEDs. Four switches are provided, one each for supplemented with a pre-action system. Acknowledge, Signal Silence, System Reset and Output Disable. The 3-digit display provides a countdown of TRIPLE-R PROTECTION FOR ARCS impending agent release. On command from the user The two ARCs feature a triple failure redundancy interface switches, it also indicates the battery open safeguard system to protect them from inadvertent circuit voltage and charging current. activation by the main microprocessor. The Triple-R SIMPLE SITE-SPECIFIC CONFIGURATION system requires that in order to activate an ARC, the main microprocessor issues two release commands of Setting the site-specific configuration is easily done using opposing polarity via separate channels and that these the digital display and user interface buttons. To prevent commands be combined with a third signal from the panel unauthorized use, the configuration menu is protected by watchdog timer to confirm the micraprocessor operation. a user-changeable password. Factory technical support The Triple-R system ensures that electrical transients or can provide assistance with lost or forgotten passwords. disturbances such as power surges that could interfere Apart from the input voltage selection performed on both with the operation of the main microprocessor will not the PSU and main board via a slider switch, no other on- inadvertently activate the connected suppression system. board settings or jumper cuttings are required. The result is a more robust and reliable suppression- EXTENSIVE DIAGNOSTICS focused panel. Also initiated via the digital display and user interface PROGRAMMABLE RELAYS switches, the troubleshooting function displays diagnostic Of the 4 relays,three are user-programmable for a variety codes that assist in determining causes of trouble. A of alarm related conditions and the fourth is a dedicated comp�ete list of diagnostic codes and their meaning ships trouble relay. All relay contacts are rated 3.0 Amps at 30 factory installed on the inside of the enclosure door for VDC/120 VAC (resistive). easy reference. - 3 - _ , `. � , BACKWARDS COMPATIBILITY TECHNICAL SPECIFICATIONS (conf'd) The AEGIS 2.0 is backwards compatible and listed for • One (1) Abort Circuit use with a full range of conventional detectors and alarm -Compatible with normaliy open contact-closure type devices as well as suppression accessories from Kidde, devices Fenwai and Chemetron. Going forward, this will allow - Configurable as Class A/Style D or Class B/Style B legacy panels to be replaced with relative ease. - Supervised for ground fauits and open circuits EASY TO INSTALL CABINET -Six(6)Abort Modes available The cabinet design allows for easy instal�ation by fitting - Power-limited between the studs of a standard 16 inch studded wall. It • Two (2) Supervisory Circuits is large enough to house two 12 VDC, 12 AH Batteriss -Compatible with normaily open contact-closure type and provides up to 2 inches (51 mm) of wiring and finger devices space between the circuit board and the cabinet wall. - Configurable as Class A/Style D or Class B/5tyle B An optional door design features a Manual Release and - Option to use SUP 1 as 4th detection circuit Abort switch for applications with space constraints. Both - Supervised for ground faults and open circuits switches incorporate guards that prevent their - Power-limited inadvertent activation. • Three (3) Notification Appliance Circuits (NACs) TECHNICAL SPECIFICATIONS - Compatible with polarized 24 VDC Audio-Visual devices • Hazards Protected - Rated at 1.5 Amps each - One -Up to 35 synchronized appliances • Power Supply - Configurable as Class A/Style Z or Class B/Style Y - 120/240 V, 50/60 Hz(90 to 264 Vrms, 47 to 63 Hz) - Supervised for ground faults, shorts, and open AC Main Input circuits - 5.4 Amps at 27 VDC Output -Power-limited - Battery capacity up to 68 AH @ 24 VDC - Common NAC/ARC output disconnect switch -Auxiliary power output rated at 1 Amp at 18.8-27.6 • Two (2)Agent Release Circuits VDC (resettable) - Each compatible with 1 or 2 control heads, or 1 • Three (3) or Four(4) Detection Circuits actuatorlinitiator, or 1 FM sprinkfer solenoid -Compatibie with 700 Series, CPD-705x, PSD-715x, -Circuits electrically capable of simultaneousiy and THD-705x detectors as well as Normaliy Open releasing any combination of two of the above contact c{osure type devices. Refer to documents devices K-70-100 and F-70-63 for details on compatibility -Factory configured as Class B/Style Y and the maximum number of devices supported. -Supervised for ground faults and open circuits - Configurable as Class A/Style D or Class B/Style B -Default setting: Power-Limited. Each solenoid on a - Supervised for ground faults and open circuits power-limited ARC requires the use of an in-line - Power limited releasing device, P/N 06-220023-001 (order - DET 1 and DET 2 used for suppression separately, not included with panel). -DET3/WF configurable for detection or waterflow -Common NAC/ARC output disconnect switch - Option to use SUP 1 circuit as DET 4 circuit • Four(4) Relays • One (1) Manual Release Circuit - 3 independently programmable, normally de- -Compatible with normally open contact-closure type energized Form-C Relays devices - 1 dedicated normally energized Form-C Trouble -Configurable as Class A/Style D or Class B/5tyle B Relay - Supervised for ground faults and open circuits - Relay contacts rated 3 Amps at 30 VDC1120 VAC - Power limited (resistive) -4 - � a � � TECHNICAL SPECIFICATIONS (cont'd) ORDERING INFORMATION • Enclosure - NEMA 1 rated 18 gauge sheet steel with door Description Part Number - Red color - Suitabie for wall and surface mounting Kidde AEGIS 2.0 Control Unit 84-732001-901 - Optional Trim Ring - Optional door with Manual Release and Abort Kidde AEGIS 2.0 Control Unit with 84-732001-902 Switches switches -Optional Dead Front Plate In-Line Releasing Device 06-220023-001 - Dimensions: - with Standard Door: Dead Front Plate 06-220175-001 14-1/4 in. W x 5 in. D x 19 in. H EOL Resistors(10 pk) 06-220184-001 (362 mm x 127 mm x 483 mm) - with Switch Door: Trim Ring 76-600000-007 14-1l4 in. W x 6 in. D x 19 in. H Large Capacity Battery Enclosure 76-100010-001 (362 mm x 152 mm x 483 mm) • Environmental Criteria lnstallation/Configuration Kit 06-220148-902 - Indoor/Dry use only Replacement Hardware Installation Kit 06-220149-001 - Operating temperature range: 32°F to 120°F (0°C to 49°C) Replacement Enclosure Assembly 06-220172-902 - Humidity: 93 t 2% RH at 90 ± 3°F (32 ±2°C) Replacement Enclosure Assembly 06-220174-902 • PackaginglShipping (with Switches) - Enclosure, PCB, and PSU packaged in individual Replacement Door Switches Kit 06-220176-001 cartons. Field assembly is required. -Accessories shipped include mounting hardware, Replacement PCB Assembly 06-220150-901 battery leads, IOM manual on CD-ROM, operating Replacement Power Supp(y 06-118394-002 instruction sheet, and EOL resistor kit. - Order in-line releasing device (required for power- Reptacement Bezef Assembly 06-220151-001 limited ARCs) and batteries separately. Spare Key 06-118013-001 i Spare Keylock with Keys 06-129924-001 � ,"; � . � - 5 - � e • a � EXPORT INFORMATION(USA):]urisdiction: EAR, US ECCN: EAR99 This document contains technical data subject to the EAR. For detailed installation,operation,and configuration Information,refer to the Kidde AEGIS 2.D Conventional Fire Alarm-Suppression Control AEGIS is a trademark of Kidde-Fenwal,Inc. Unit Installation,Operation,and Maintenance Manual Ail other trademarks are the properties of their respective owners. P/N 06-237463-001. This literature is provided for informational purposes only.KIDDE-FENWAL,INC.believes this data to be accurate, ;Kidde but it is pubiished and presented without any guarantee or warranty whatsoever.KIDDE-FENWAL,INC.assumes no responsibility for the product's suitability for a particular application.The product must be proper(y applied to work F i re System s correctly.if you need more information on this product,or if you have a paKicular problem or question,contact KIDDE-FENWAL,INC.,Ashland,MA 01721 USA.Telephone:(508)881-2000. 400 Main Street Ashland,MA 01721 USA Tel:508.881.2000 K-84-200 Rev AC O 2017 Kidde-Fenwal Inc. www.krddefiresystems.com �i � � � M d• i i THIS PAGE INTENTIONALLY LEFT BLANK Brent Krueger From: Schnuck Perry <Perry.Schnuck@andritz.com> Sent: Tuesday, May 8, 2018 10:51 AM To: Brent Krueger Cc: A� Neil; Chapman Patty Subject: Cape G Fire System Information Attachments: 75-100 CO2 cylinder.pdf; Aegis 2017.pdf; KF Lockout Valve.pdf; 3300 Manual Puil Station.pdf; KF Pressure Switch.pdf; KF-MT Multitone A(arm Signals.pdf; KF_Detect A Fire.pdf; Kidde_Electric_Controi_Head_Kit_with_Controi_Head_Monitor_K-85-3001 _AB.pdf; Maintenance Disconnect Switch.pdf; Dicharge Head Plain Nut.pdf; Dicharge Head Plain Nut.pdf; CO2 Warning Signs.pdf; S Nozzle Flanged k-81-1140_screen.pdf; 75 Ib. Strap.zip; 5 Nozzle Flanged.pdf Brent, Please see below and attached: Perry Schnuck 817-419-1798 Phone 817-526-1256 Cell From: Clint Burleson [mailto:clint@baconfire.com] Sent: Tuesday, May 08, 2018 9:59 AM To: Schnuck Perry Subject: RE: Contact information E-MAIL FROM A NON-ANDRITZ S�URCE: AS A SECURITY MEASURE, PLEASE EXERCISE CAUTfON WITH E- MAIL CONTENT AND ANY L1NKS OR ATTACNMENTS. Perry, Answers will follow each question. if the installer needs to he can talk to me direct, should that be helpful. � Can you provide information and guidance on: • Components supptied - All CO2 hardware, alarm panel, alarm devices • Required manifolds— No manifoid, single cylinder • Nazzies—easy adapt nozzles? Now many- Nozzles will include a f{ange mounting plate, two nozzles • Is system full and pressurized -Cylinder 75 lb. shipped fulf • How big are cyfinders—See attached cut sheets • Mounting frames supplied for bottles? - Mounting bracket wili be a cyiinder strap • Explain controls for heat detector and a(arm —Fire Control Panei will come pre-programmed, two heat detectors on one circuit. Manual pull station on separate circuit, key disconnect located at panei, Horn/Strobe, stop valve with supervisory circuit, Qischarge head plus a supervisory circuit separafe. . What is needed for installation? Pipe '/2" schedule 40 seamiess A-106 or A-53, fittings 300 pound maileable iron, Galvanized if installed outside or in corrosive area. Conduit, wire, electricai fittings. • Are you familiar with the size of the appiication? Yes, basically a 4'4" X 4"4" X 15' inciude collector barreil I thitnk this cavers all the parts, but 1 �nay have,missed sometl�ing. Feet free to call.. 8est Regards, Clint Clint A. Burleson 1 x Bacon Equiprnent Co. ' 2709 N. Beckley Ave. Daflas, Texas 75208 214-742-5871 FX 214-741-5932 email: clint@baconfire.com www.baconfire.com � � � i 1 This message and any atfachments are so(ely for the use of the intended recipients. They may confain privileged and/or confidential informafion or ofher information protected from disclosure. If you are not an infended recipient, you are hereby notified that you received this email in error and that any review, dissemination, distribution or copying of this emaif and any attachment is strictly prohibited. If you have received this email in error, please contact the sender and delete fhe message and any atfachment from your system. Thank you � ' 2 , o ' i ,� CO2 Component Description y �' I�idde Fire SyStei'1'15 75 Ib. and 100 Ib. Carbon Dioxide Cylinders A UTC Fire&Security Company Effective: May 2010 K-81-1010 � TYPE "I"CYLINDER j VALVE �— � THREAD FOR CONTROL � DISCHARGEHEAD PORT � _. SAFETY DISC _� _ ASSEMBLY � THREAD FOR � PROTECTION CAP \� CYLINDER i I � � A � �/ y �— SIPHON TUBE i B � _ : ', Pressure Ratinqs: Service Pressure = 2300 psig NUMBER CYL�NDER �PE A ' a Hydrostatic Test Pressure = 3834 psig Nominal Pressure = 850 psig @70°F s�o2a� 75 LB. 6�.0 in. 9.25 in. 5/8 in. 870269 100 LB. 62.0 in. 10.50 in. MATERIALS CYLINDER: STEEL VALVE: SEE K-81-1050 FOR 5/8 in. SIPHON TUBE: Al.UMINUM , FOR ADDITIONAL DATA, SEE K-81-1030 FOR P/N -SEE TABLE This literature is provided forinformationai purposes only. KIDDE-FENWAL,INC.assumes Kldde Fire Systems no responsibility for the producYs suitability for a particular application. The product must be A UTC Fire&Security Company properiy applied to woric correctly. 400 Main 5treet If you need more information on this product,or if you have a particular question,contact Ashland,MA 01721 KIDQE-FENWAL,INC.,Ashland,MA 01721. Telephone:(508)881•2000. Ph:508.881.2000 K-81-1010 Rev AC �O 2010 Kidde-Fenwal Inc. Printed i�USA Fax:508.881.8920 www.kiddefiresystems.com AEGISTM 2.0 �-�=ri� Kidde Conventional Fire Alarm-Suppression Control Unit � � F� re Sys�e m s Effective: January 2017 K-84-200 FEATURES • Suppression Focused Confrol Unit • Built-in Class-A and Class-8 Circuitry • Triple R Redundancy Provides Maximum Protection • Listed for use with Kidde,Fenwa!and Chemetron agent Against Inadvertent Release re/ease devices including Control Heads and Initiators • Agency Approvals • Sophisticafed Programmable NACs • FM Approved to ANSI 864, 9th edition and NFPA 72 • lndependenfly Programmable Agenf Releasing Circuits (2002J • Compacf Cabinef Design Supports Large Number of • UL Listed to ANS!864, 9ih edition lnput and Outpuf Circuits • California State Fire Marsha/ • 3 Defection Circuits • City of New York Fire Departmenf • 2 Supervisory Circuits • Lisfed for a Wide Range of Suppression Systems: • Option to Use SUP 1 as 4th Detection Circuit • Kidde ECS HFC-227ea and FK-5-9-12 • 9 Manual Release Circuit • Kidde ADS HFC-227ea and FK-5-1-12 • 1 Abort lnpuf Circuit(with 6 Abort Modes) • Kidde HP CO2 • 3 Noti�cation Appliance Circuits • Kidde IG Argonite&Nitrogen • 2 Re/ease Circuits • Kidde FE-13 • 3 Programma6le and 1 Trouble Form-C Relays • Fenwa!Spheres • 1 Auxiliary Power Output, 1 Amp • Fenwal BDCs • 5.4 Amp Power Suppiy Unif • Kidde INOT"'Dry Chemrcal8 WHDRT"" Wet Chemica! • 120/240 V, 50/60 Hz AC lnput Systems • Easy-to-Use User Inferface and Display • Sprinkler Supervisory Service • Flexible Configuration Options • Deluge, Pre-Action, Foam, Foam-Water Systems • Password Profected • Combination Clean Agent plus Pre-Acfion System • Digita!Release Co�ntdown • Option with Doar Mounted A6orf and Manual Refease • Baftery 1/oltage and Charging Current Display Swrtches Available • Charging Capacity of 68 AH • Extensive Diagnosfics • Backwards Compafible DESCRIPT/ON The Kidde AEGIST"" 2.0 is a Conventional Single Hazard - ! ,r,, � ��, � , "I'i °i''4 ' I Agent Releasing Unit which provides configuration flexibility in a compact footprint to protect life and assets in commercial, high-tech and industria� appiications. The AEGIS 2.0 control unit has a NEMA1 enciosure and an option for door mounted Manual Release and Abort switches ta avoid the additional expense of wall mounting these items. The AEG(S 2.0 is wefl equipped to handle aIl speciai hazard extinguishing systems due to the high degree of programming flexibility provided and the following fu!( complement of input and output circuits: • Three(3) Class A or Class B Defection Circuits • Two(2)Class A or Class B Supervisory Circuits • Option to Use SUP 1 as Fourth Defection Circuit � One(1)Class A or Class B Ma�ua!Release Circuit • One(1)C/ass A or C/ass 8 Aborf fnput Circuit • Three(3)Class A or Class 8 Notifcation Appfiance Circuits � � • Two(2J Ctass B Agent Retease Circuits • Three(3) Programmab(e and t Trouble Form-C Relays DETECTION CIRCUITS MANUAL RELEASE AND ABORT CIRCUITS The Detection Circuits support Conventional 700 Series, Both the Manual Release and Abort Circuits accept CPD-705x lonization Smoke, PSD-715x Photoelectric Normaliy Open contact closure type devices. Activation Smoke and THD-705x Heat Detectors as well as of the Agent Release Circuits can either be Normaily Open contact closure type devices. Two circuits instantaneous or delayed up to 30 seconds (maximum) are dedicated to the main suppression function and can upon receipt of Manual Release input. Agent release can be programmed to activate the release circuits by either be temporarily delayed by activating the Abort Circuit. single-shot or cross-zone input. The user configuration The Abort input can be programmed for 6 modes of allows automatic release via detection to be delayed from operation. These include the UL 10-second mode, the 0 to 60 seconds in 10-second intervals and also allows a full-delay mode, the IRI mode, two NYC modes, or the choice of which of the two Agent Release Circuits to abort can be disabled.Aborts can also be programmed to activate. be applicable for either one (ARC 1) or both Agent The third Detection Circuit is programmable for either Release Circuits thereby allowing use with Deluge/Pre- Waterflow or as an independent Detection circuit. When Action systems. programmed for Waterflow, Notification Appliance NOTIFICATION APPLIANCE CIRCUITS (NACj Circuits can be programmed as Non-Silenceable as The three Notification Appliance Circuits are rated 1.5 required by certain jurisdictions. Additionally, the Amps each and accept polarized 24 VDC Notification Supervisory 1 circuit can be configured to be the fourth Appliances. Each circuit is driven independently and is detection circuit. user conFgurable for First Alarm, Pre-Release, and SUPERVISORY CIRCUITS Releasing as well as for 60 BPM, 120 BPM, Temporal, or The Supervisory Circuits accept Normally Open contact Continuous pattern. closure type devices such as pressure switches on the The control unit supports appliances that provide the agent cylinders or on the water or air pipe network. The option to use silenceable horns and non-silenceable system configuration enables the supervisory input to be strobes on the same NAC. Multiple NAC circuits a participant in the suppression function. For example, (connected to audible devices only)programmed with the low air supervisory can be included with detection for same master code pattern are synchronized, regardless release of pre-action systems as required by certain of any differing starting times that preceded their jurisdictions. concurrent operation. The NACs configuration includes a user-selectable intelligent synchronization feature which allows a silenceable horn to be shut off while the strobe continues to flash in synchronized fashion. SUPERVISORY1f MANUAL WATERFLOW/ SUPERVISORY3 OETEGTOR! A@ORT RELEASE DEfECTOR] OETECTOR2 � � . . . .___ � _ . . .. . . � a5.z�: �� a� ; `t �� e� �� T87 T86 i O � T85 784 � TB� TB2 TROUBLE � � TBB �`—� , _ �� TB1 0 � DETECi0R1 RELAY3 � � Tgg RELAYI ��ox Qr�wceo O�at«E � a � rsia Q�<i�..�o �Kidde ove� ,�,�,,, Fire Systems RELAYI � � T811 Q+u�� Quun.� ��uu Q.uurc. �.a,ie� s s S �rm.�.� Q�wr�airam�.p.v�iei Qarnusu Ownix� Qw.wwm Q_vcr BA7TOUT , � TBt2 QuuRi �.nn.re��dnain� Qrt>�e.umr – Qu.� �a++nc Qxtiirvi �.cum Qun Ox Qiuc �airow�m� "' . � � AC SUPPLY SELECT SWITCH(S6) c� TBt9 0 = NAC 1 ACIN rE� 2O T814 T615 TB16 T817 T01B � ^ NAG2 tio �� T811 � � �. x.i- � RELEASE 1 RELEASE 2 AUX NAC 3 ARC 1 ARC 2 24 V�C Figure 1. Printed Circuit Board (PCB) - 2 - BUILT-IN CLASS A AND B CIRCUITRY POWER-LIMITED CIRCUITRY For the input and NAC circuits, the choice of Class A or All circuits are inherently power-limited. ARCs can be Class B supervision is made at site on the board itself by configured for power-limited or non-power-fimited selecting the terminals used for wiring. Neither operation. One in-line releasing device is required for conversion boards nor additional hardware nor jumper each solenoid on a power limited ARC. In-line releasing selection is required for this purpose. devices are not inciuded with the panel; the appropriate number of in-iine releasing devices shoufd be ordered AGENT RELEASING CIRCUlTS (ARC) using part number 06-220023-001. The two circuits can be programmed for activation by ROBUST POWER SUPPLY UNIT (PSU) different inputs, with independent time delays and abort modes to fire combinations of two of the following The AEGIS 2.0 features a universal 120/240 V, 50/60 Hz releasing devices: AC Power Supply Unit with a robust 5.4 Amps of 24 VDC • 1 or 2 Kidde Continuous and Momentary Solenoid PoWer. fnput voltage selection is via a sfider switch with Control Heads no jumper cutting required. The on-board battery charger is able to charge 24 VDC (2 x 12) batteries of capacity up • 1 Kidde Actuator or Fenwal fnitiator to 68 AH thereby allowing from 24 hours of supervision • 1 Factory Mutuaf Group A, B, D, E, F, G, I, J, or K plus 5 minutes of alarm to 90 hours of supervision plus 10 Solenoid minutes of alarm required by some jurisdictions. In other words, operating in tandem, the two circuits can AUXILIARY POWER SUPPLY release: Up to 1 Amp of auxifiary power at 24 VDC is available to • 1 or 2 Control Heads on ARC 1 and 1 or 2 Control power external 4-wire devices such as Flame Detectors, Heads on ARC 2 AlarmLine modules, Duct Detectors, etc. The auxiliary • 1 or 2 Control Heads on ARC 1 and 1 Actuator/ power output is resettable. Initiator on ARC 2 or vice-versa ELEGANT USER INTERFACE � 1 or 2 Controf Heads on ARC 1 and 1 FM Sprinkfer Solenoid on ARC 2 or vice-versa The user interface consists of an array of LED indicators, • 1 Actuator/Initiator on ARC 1 and 1 Actuator/initiator Control Switches, a Digitai Display, and Buzzer. Over and on ARC 2 above the System, Power Supply status, Input circuit Fire � 1 FM Solenoid on ARC 1 and 1 FM Solenoid on and Trouble and Output circuit Trouble LEDs, the AEGIS ARC 2 2.0 annunciates its suppression state-of-alarm via three additional Pre-Release, Re(easing and Post Release This configurability is useful for those jurisdictions where LEDs. Four switches are provided, one each for the gaseous suppression agent is required to be Acknowledge, Signal Silence, System Reset and Output supplemented with a pre-action system. Disable. The 3-digit display provides a countdown of TRIPLE-R PROTECTION FOR ARCS impending agent release. On command from the user The two ARCs feature a triple failure redundancy interface switches, it also indicates the bat�ery open safieguard system to protect them from inadvertent circuit voltage and charging current. activation by the main microprocessor. The Trip(e-R SIMPLE SITE-SPECIFIC CONFIGURATION system requires that in order to activate an ARC, the Setting the site-specific configuration is easily done using main microprocessor issues two release commands of the digital dispiay and user interface buttons. To prevent oppasing polarity via separate channels and that these unauthorized use, the configuration menu is protected by commands be combined with a third signal from the panel a user-changeable password. Factory technicai support watchdog timer to confirm the micraprocessor operation. can provide assistance with lost or for otten asswords. The Triple-R system ensures that electrical transients or 9 P disturbances such as power surges that could interfere Apart from the input voltage selection performed on both with the operation of the main microprocessor will not the PSU and main board via a slider switch, no other on- inadvertently activate the connecfed suppression system. board settings or jumper cuttings are required. The result is a more robust and reliable suppression- EXTENSIVE DIAGNOSTICS focused panel. Also initiated via the digital display and user interface PROGRAMMABLE RELAYS switches, the troubleshooting function displays diegnostic Of the 4 relays,three are user-programmable for a variety codes that assist in determining causes of trouble. A of alarm related conditions and the fourth is a dedicated complete list of diagnostic codes and their meaning ships trouble relay. All relay contacts are rated 3.0 Amps at 30 factory installed on the inside of the enclosure door for VDC/120 VAC (resistive). easy reference. -3 - . . BACKWARDS COMPATIBILITY TECHNICAL SPECIFICATIONS (cont'd) The AEGIS 2.0 is backwards compatible and listed for • One (1) Abort Circuit use with a full range of conventional detectors and alarm -Compatible with normally open contact-closure type devices as well as suppression accessories from Kidde, devices Fenwal and Chemetron. Going forward, this will allow - Configurable as Class A/Style D or Class B/Style B legacy panels to be replaced with relative ease. - Supervised for ground faults and open circuits EASY TO INSTALL CABINET -Six (6)Abort Modes available The cabinet design allows for easy installation by fitting - Po�er-limited between the studs of a standard 16 inch studded wall. It • Two (2) Supervisary Circuits is large enough to house two 12 VDC, 12 AH Batteries -Compatible with normally open contact-closure type and provides up to 2 inches (51 mm) of wiring and finger devices space between the circuit board and the cabinet wall. - Configurable as Class A/Style D or Class B/Style B An optional door design features a Manual Release and -Option to use SUP 1 as 4th detection circuit Abort switch for applications with space constraints. Both - Supervised for ground faults and open circuits switches incorporate guards that prevent their - Power-limited inadvertent activation. • Three (3) Notification Appliance Circuits (NACs) TECHNICAL SPECIFICATIONS -Compatible with polarized 24 VDC Audio-Visual devices • Hazards Protected -Rated at 1.5 Amps each -One -Up to 35 synchronized appliances • Power Supply -Configurable as Class A/Style Z or Class B/Style Y - 120/240 V, 50/60 Hz(90 to 264 Vrms, 47 to 63 Hz) - Supervised for ground faults, shorts, and open AC Main Input circuits -5.4 Amps at 27 VDC Output -Power-limited - Battery capacity up to 68 AH @ 24 VDC -Common NAClARC output disconnect switch -Auxiliary power output rated at 1 Amp at 18.8-27.6 • Two (2} Agent Release Circuits VDC (resettable) -Each compatibie with 1 or 2 controi heads, or 1 • Three (3) or Four(4)Detection Circuits actuator/initiator, or 1 FM sprinkler solenoid -Compatible with 700 Series, CPD-705x, PSD-715x, -Circuits electricaily capable of simultaneous(y and THD-705x detectors as weli as Normally Open releasing any combination of two of the above contact closure type devices. Refer to documents devices K-70-100 and F-70-63 for details on compatibility -Factory configured as Class B/Style Y and the maximum number of devices supported. -Supervised for ground faults and open circuits - Configurable as Class A/Style D or Class B/Style B -Default setting: Power-Limited. Each solenoid on a - Supervised for ground faults and open circuits power-limited ARC requires the use of an in-line - Power limited re►easing device, P/N 06-220023-001 (order - DET 1 and DET 2 used for suppression separately, not included with panef). - DET3/WF configurable for detection or waterflow -Common NAC/ARC output disconnect switch - Option to use SUP 1 circuit as DET 4 circuit • Four(4) Retays • One (1) Manual Release Circuit - 3 independently programmable, normally de- -Compatible with normally open contact-closure type energized Form-C Relays devices - 1 dedicated normafly energized Form-C Trouble -Configurable as C(ass A/Style D or Class B/Style B Relay - Supervised for ground faults and open circuits - Relay contacts rated 3 Amps at 30 VDC/120 VAC - Power limited (resistive) - 4 - r . TECHNICAL SPECIFICATIONS (cont'd) ORDERING INFORMATION • Enclosure - NEMA 1 rated 18 gauge sheet steel with door Description Part Number - Red color - Suitable for wall and surface mounting Kidde AEGIS 2.0 Control Unit 84-732001-901 - Optional Trim Ring Kidde AEG15 2.0 Control Unit with 84-732001-902 - Optional door with Manual Release and Abort Switches switches -Optional Dead Front Plate ln-Line Refeasing Device 06-220023-001 - Dimensions: - with Standard Door: Dead Front Plate 06-220175-001 14-1/4 in. W x 5 in. D x 19 in. H EOL Resistars(10 pk) 06-220184-001 (362 mm x 127 mm x 483 mm) - with Switch Door: Trim Ring 76-600000-007 14-1/4 in. W x 6 in. D x 19 in. H Large Capacity Battery Enclosure 76-100010-001 (362 mm x 152 mm x 483 mm) • Environmental Criteria lnstallation/Configuratian Kit 06-220148-902 - Indoor/Dry use only Repiacement Hardware instaliation Kit 06-220149-001 - Operating temperature range: 32°F to 120°F (0°C to 49°C) Replacement Enclosure Assembly 06-220172-902 - Humidity: 93 ± 2% RH at 90 ± 3°F (32±2°C) Replacement Enclosure Assembly 06-220174-9Q2 • Packaging/Shipping (with 5witches) - Enclosure, PCB, and P5U packaged in individual Repiacement Door Switches Kit 06-220176-001 cartons. Field assembly is required. -Accessories shipped include mounting hardware, Replacement PCB Assembiy 06-220150-901 battery leads, IOM manual on CD-ROM, operating Replacement Power Supply 06-118394-002 instruction sheet, and EOL resistor kit. - Order in-line releasing device (required for power- Replacement Bezel Assembly 06-220151-001 limited ARCs} and batteries separatefy. Spare Key 06-118013-001 Spare Keylock with Keys 06-129924-001 I � II �' I I . � �� , � - 5 - � '.� ,: EXPORT INFORMATION(USA):Jurisdiction: EAR, US ECCN: EAR99 This document contains technical data subject to the EAR. For detailed installation,operation,and configuration information,refer to the Kidde AEGIS 2.0 Convenkional Fire Alarm-Suppression Control AEGIS is a trademark of Kidde-Fenwal,Inc. Unit Installation,Operation,and Maintenance Manual All other trademarks are the properties of their respective owners. P/N 06-237463-001. This literature is provided for infortnational purposes only.KIDDE-FENWAL,INC.believes this data to be accurate, �� but it is pubiished and presented without any guarantee ar warranty whatsoever.KIDDE-FENWAL,INC,assumes no o Kidde responsibility for the producYs suitability for a particular appiication.The product must be properly appiied to work F i re System s correctly.If you need more information on this product,or if you have a particular problem or question,contact KIDDE-FENWAL,INC.,Ashland,MA 01721 USA.Telephone:(50B)881-2000. 400 Main Street Ashland,MA 01721 USA Tel:508.881.2000 K-84-200 Rev AC O 2017 Kidde-Fenwal Inc. www.kiddefiresystems,com � � � �N� -� li�issouri Departrnent of dnr.mo.gov '�.. NATIJ RAL RES U �CES Michael L. Parson, Governor Carol 5. Comer, Director July 5, 2018 Ms. Casey Brunke, P.E., City Engineer City of Cape Girardeau 401 Independence Street Cape Girardeau, MO 63703 RE: C295531-01 /C295531-02 / C295331-03 City of Cape Girardeau, Missouri Wastewater Treatment Plant Upgrades, CP0001299, Change Order No. 16 Dear Ms. Brunke: The Missouri Department of Natural Resources' Water Protection Program has approved the enclosed Change Order No. 16 for your contract with KCI Construction Company, Inc. for the Wastewater Treatment Plant Upgrades to serve the City of Cape Girardeau, Missouri. The project receives funding through the Clean Water State Revolving Fund Loan program. This change order has been reviewed for compliance to 10 CSR 20-4.040 with regard to changes in contract price and/or time and 10 CSR 20-8 in regards to sanitary engineering features. This change order modifies the plans and specifications approved on June 5, 2012. It increases the eligible cost of construction by $398,108, and changes the Contract Time-Ready for Final Payment from October 18, 2016 to December 31, 2018. 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 years following the completion of disbursement. .� �r Recycled paper �.�� UJ" �� n�' Re�fecker, Cindy From: Brunke, Casey L. Sent: Wednesday, December 04, 2019 1:48 PM To: Redecker, Cindy; Mathai, PK Subject: FW:Change Order 17 Good Afternoon! I spoke with Joe with MDNR this morning. Please see below. I think we're good to proceed with processing CO #17. Thank you! Thank you, Casey Brunke, P.E. Assistant Public Works Director City of Cape Girardeau Phone: (573) 339-6351 From: Blume, Conrad [mailto:conrad.blume@dnr.ma.gov] Sent: Wednesday, December 4, 2019 1:45 PM To: Brunke, Casey L. Subject: Change Order 17 Casey, The loan SRF Loan for Project No C295531-01 has been closed out.Since this change order did not included any technical changes to the project and the loan is closed no approval from the Missouri Department of Natural Resources is required. I also talked to Todd and he provided adequate information on the spare parts. If the City wishes to use the credit towards the existing loan it is recommended to use it to on the regular required repayments rather than doing a separate repayment. Conrad (Joe) Blume, P.E. C�le;<�r�1�'ater f:?iigine;ei�i��t.Juit C'hief� I'inancicil.-lssistanci;Cent�r 1 Change Order No. 17 (Final) Date of Issuance: November 13, 2019 Effective Date: November 13, 2019 P�o�e�t: Wastewater Treatment Facility oW�e� City of Cape Girardeau Owner'sContractNo: 3rJ34 co�c�a�t: Wastewater Treatment Facility(SRF Project No. C295531-01) �ate of co�t�act: August 3, 2012 co�t�a�to�: KCI Construction Company, I11C. Engineer's Project No.: C5XC51 O1 The Contract Documents are modified as follows upon execution of this Change Order: Description: Project Completion and Credits See attached list Attachments: See supporting documents attached. CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price: Original Contract Times: ❑ Working days . Calendar days Substantial completion(days or date): July 20, 2014 $55,674,000.00 Ready for final payment(days or date): AUgUSt 19, 2014 [Increase]from previously approved Change Orders [Increase]from previously approved Change Orders No. 1 to No. 16 No. 1 to No. 16 Substantial completion(days or date): MarCh 31, 2015 $6,658,161.98 Ready for final payment(days or date): OCtObBt' 18, 2016 Contract Price prior to this Change Order: Contract Times prior to this Change Order: Substantial completion(days or date): MafCh 31, 2015 $62,332,161.98 Ready for final payment(days or date): OCtObef 18, 2016 [Decrease]of this Change Order: [Increase]of this Change Order: �(�� ,°�}�;,'j(�j �',� Substantial completion(days or date): MBrCh 31, 2015 __.($��,��---- Ready for final payment(days or date): DeCembe�31, 2018 Contract Price incorporating this Change Order: Contract Times with all approved Change Orders: Substantial completion(days or date): Ma�Ch 31, 2015 $62,265,217.22 Ready for final payment(days or date): DeCembef 31, 2018 RECOMMENDED: ACCEPTED: ACCEPTED: � By: .�/G,q��A�-o,� BY: ` e By:��- Yc�� Engineer(Authorized Signature) Owner Authorized Signature) Contractor(Authorized Signature) Date: ,��'�,3 �2�� Date: �� 1 Date: �� 4 Approved by Funding Agency(if applicable): Date: EJCDC No.C-941(2002 Edition) Page 1 of l Prepared b��the Engineers'Joint Contract Documents Committee and endorsed by the Associated General Contractors of America and the Construction Specifications Institute. WASTEWATER TREATMENT FACILITY CAPE GIRARDEAU, MO Change Order No. 17 (FINAL)—Project Completion and Credits The Contract Documents are modified as listed below: 1. Pay Application Item 345 Credit for Spare Parts (Note 1) ($42,391.82) 2. Pay Application Item 346 Reduction of CO 15—Contingency per CP 133 (Note 2) ($,4,552.94) 3. Pay Application Item 347 Reduction of CO 16—Contingency per CP 137 (Note 2) ($20,000.00) Total Credit,This Change Order(Total 1 through 3) ($66,944.76) Notes: 1. Credit for Spare Parts is the price of spare parts that were not delivered to the City and agreed to by the Contractor. See attached spreadsheet of Credit for Spare Parts—Cost Estimate. 2. 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t�'� M M M M M M m M M M M M M fn M M r 6 Q Y 2 . s I . �� ". �� - � 10315 Lake Biu�Drive ' Si.Louis,Nl0 63123 (314)894-8888 Fax#(314)894-7418 wwwJ<ciconstruction.com T�e�ernb�r 1�,2�1_5 .i a�s�b� Pditi�:1!L.P.�.l�/3�ihai,�.�. 501 1�Ior�_h�roadtiv�y 5�.�oui5,�� 53i02 ��: Job#12002 �ape Girardeau��lasieivat�r Treainent:aeiliiy � ,,.� �� ,"' Chang�Propcsal� 133 m ��°A�-.�A�` ,�'�� `�""�� Dear Mr.P✓Iathai, VVe propose tca furnish tbe necessary labor,rnaterial,taols and equipanQs�t to i'xavede DRYER SYST�M IMPROVEMEllTTS PER RFP#51,for the increased I.tiMP SUIi�I mf FOU�-HUNDRED EIGI-ITY-NINE'I'HOUS.��`dD,SEVEI\T-HUNDRED&TI-�IRTY-GEVEN DOI,LARS($489,737.00), � AND A CONTINGENCY OF TWENTY THOUSAND DOLLARS($20,OOQ)FOI�FUTURE L(f P�; �1/, �('�f 7'a 6 ADDITIONS IF REQIIIRED FOIt A TOTAL OF FIVE-HUNDRED 1m1IPdE THOUSAND,SEVEPt �,n,�j� . g�,/�C�.Q� HUNDRED&THIRTY SEVEN DOLLARS(�509,73�. T � l Please note the iollowing clarifica4ions associated with this pricing: S�E ATTACHED I�iCLUSION/EXCLUSION LISTING,INDIVIDUAL CHANGE PROP�SALS SIIALL 13E GENERATED FOR USE OF COl\'TIN�Ei'�'CY lYdONIES T�ALLOW k'OR AFPR(?PRIATE FEES We have attached a copy of our change proposal estimaie sumr,iary and backup for your review. If ihis pr�posal meets with your approval,please�ign ihe atiached copy li-�th�space provided and return i_i i�r�ur:�cords. By sia ing ihis change praposal,you are authorizing us tfl proceed with th�wor?�and a��eing zo ion✓ard ihL appr�priat��h�,-�ge d�ru,-�dnts��z:�aaym��t af ihe ab��,�d a:nauni;vit_h.i;�6t3:�ays �f��ark�Lr`a�anc�. �i y�u hay�any�uesiions or c�m��nis,ple�s��lo n��hesitat�ta cont��e us. �incerel_y, A�ProUed 3Y: ,��-��`�,''��L�ff i��— �icha�l�els /� / Pr�ject 14ianager �at�: �✓'�l��,�s E�ttachm�nt5 v z j t � ., �� , �:��i�l�'..�L�Ly�4 i ��S�".,i�, -;�; � "Illv` L�K:. :Jis �,3'.�F: �'Y.. `L�'c.3i3,��O�32J (3�aj�9�-��8s's �a:;�{3 a j)�94-7d'i� iiV?/J4fd.{ivl:`Jt?Sf;31�FlU:'7.�Of� �`j2i�?�, �,i 1`3 d �`�.v��"1� r�',.�'s�, I�;', �.�, !�%i�i?:�+_"'_��, `:.�. ��37 � i�l 1'�:JE��S : Y.�iG.4..i'�I.`�.��✓ v�.r.. ��:.?f� ��=�� :3i�,� 9 — ��: Jc�L i 2�Jt?2 ��,p��z�arde�.�� V��tei�aLer i��t�n�nt.�acilit�y ,� � � , "� � �'l�i��°� g P '� � �,� .��'L� �� '�� q.�: � Ci��:� e P�o �sal ;� i�7 � 6 ��'` i)e2r Mr. P�Iaiha�, We propose to furnish the necessary labQr, rnaterial,toots and equiprneatt#o perforrri the work assc�icated with RFP#54, fire sugpression system for baghouse and control of the l�adflut chute,for the �ncreased luaaxp sum +�f Two Hundred,Thirty-�Jne Tht�usand,`I'w�Hundre€l and Eighty-Ssven Doflars (�231,257,0�}, and a contingencY of Twenty Thousand Dotlars (�20,040.00) fvr f�ture additions if NQ��/ L1,5'P..d requ�red for a total�f Two Hu�dr�d, Fi#'ty-One Thousand,T�� Hantlred a�nd Eight-Seven D�liars ��si,2s�.00>. Ptease notv�IZe iol(o�ving cla:•ii caii�r�s ass�ciated wiir�this pricing: P;ici�g�as�d upon email dated 5/�3/1$ from Perry Scl�nuck related to scope �larif�iation quesiions as weli�s ema�l fro.n Perry Schnuck d�ted 5/i/18 vy?th Andritz pricing and sc�pe�larifcations. 'vVir�ng t� lo�al fire ajarsn �anel vvithin the Bicsolids buildi�g fo�•syste�n tie-in�ritr� exisiing fi_re alarm ��ntr�l sys�e_rn. Syste�� We�tavP �2��1�ed a cop3� of�ur�'��nge pr�nc��al vst��±ate s�?r�-�mary a��d '�a�Ku��or y�ur revie�v. ��=�liG �3r�pnS3,� ��t� �v'_��a ;'; ��.��c:"� 17��.��a 51��xslG' �?�c1Cl'�� yJ`"�)� ' :'�'1� S�^z.�v �1'J�fli�� uI3� ��ili"'_3 it f�r�u��d�r��. I��I re��ests isau�n�e �f a Cl��a�g��r�l�r pr�c�a°�� g ��t�d �� rr��do _if y��l��v�,�ny q��stions or��rn?rn�ris; pldase�3t� nc�t hesisa�e t� �an��t b�G. Sinc�,re?y� ��P��y"� `�� g�'� b,�,�,��ilo�._� �,, � . � Br�,nt Krueg�r � Pr�je�t M��e� ��iv: A��h�er�ts � s r Redecker, Cindy From: Brunke, Casey L. Sent: Friday, November 22, 2019 1:01 PM To: Redecker, Cindy Subject: FW: 3534 - Change Order#17 (Final) -- Numbers do not match.pdf Hi Cindy! I will be at City Hall later this afternoon, around 3;3Q ish. If you have these r�ady, I can sigr� them then. 9f not, I'll sigr� them next week. Thank you! Thank you, Casey Brunke, P.E. Assistant P��blic Works Director City of Cape Girardeau Phane: (573} 33�-6355 From: Mathai, PK [mailto:PK.MathaiCa�jacobs.com] Sent: Friday, November 22, 2019 12:59 PM To: Redecker, Cindy Cc: Brunke, Casey L. Subject: RE: 3534 - Change Order #17 (Final) -- Numbers do not match.pdf Cindy, Yes I see the typo in [Decrease] of this Change Order as $66,994.76. It should be corrected to $66,944.76. Please hand- correct the number on all 6 originals and ley Casey initial the correction. And then she can sign the CO for processing. Thanks, PK 314-650-4412 From: Redecker, Cindy [CRedecker@cityofcapegirardeau.org] Sent: Thursday, November 21, 2019 9:15 AM To: Mathai, PK Cc: Brunke, Casey L.; Redecker, Cindy Subject: [EXTERNAL] FW: 3534 - Change Order #17 (Final) -- Numbers do not match.pdf P K, Casey asl< me to forward r�y questions to you. Piease direct as to t�ow you would like ta proceed wi2h this. ,I,�Il��1l�C}'Ot7, Cindy Redecl.er Pt�oject S��i.cialist (."ity ofCape t.;irardeau C)i;velo�»nent Sei-vices �C)1 I��dependence Street: Cape; Cit-arc�eau; Missouri 6�7{); P1�one: 57:�-3��)-fi3?7 i ' ', F��x: y?�-�3<)-(�3f)� credeckerCa@citvofcape.org From: Redecker, Cindy Sent: Thursday, November 21, 2019 10:54 AM To: Brunke, Casey L. Cc: Redecker, Cindy Subject: 3534 - Change Order #17 (Final) -- Numbers do not match.pdf Casey, How do you want to proceed? Change Order#17—has a typo on the front page. Please see the attached and direct. Thank you, Cindy Redecker Project Specialist City of Cape Girardeau Development Services 401 Independence Street Cape Girardeau, Missouri 63703 Phone: 573-339-6327 Fax: 573-339-6303 credeckerCa�citvofcape.or� � _ !�lt�;- fi':i��:.�s ��i,�,.. _..•� rt3�� ..sir;i , _. ?`�t.W�rtt€c�i :�€�.� ,.,r;€[t�..�: !r� �, t,t.a��,� � 2��:':i<,t�tr f:Pae� ��e, �..��;a�. taF t�ti��s�4.. ��at.�i' �.f,,�.��'��fit. ?•i��;� t.�.•f�r�r,, �;��y�:s3� ,}�-tJ.s"tt��(.��io�� .;r, .,>•r: .�,r_r��;�r� �:��€s€�r�v 5s�.�r:)r�1_y-i.�r3iritc3.�(r�<9 re.t�,�:.r;_s €s ..�� i�;l� �� !=��?t,�cl. �.-F y,>t� i�3.��v� €... �•�:�7 1}:��; €,t�..:.:..��: €.�� a.�r��i�, �Y��5,:: :�ot:i�fy� t�, r,��;�r��c ! tiC��l,f �;y rsxg�is�r�� t:r>tf�a. , �..�:>� e <�r��.�;i • 1£�ti€'�c; �� . i��..:�3 �Y,��r r,�::rr2�. �i��€�_ 2 t � 4. ! , WASTEWATER TREATMENT FACILITY CITY OF CAPE GIRARDEAU, MISSOURI `� �� EPA Project Control Number `�� Cape Girardeau WWTF UNITED STATES ENVIRONMENTAL PROTECTION AGENCY Washington,DC 2046Q 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 judgment rendered against them for commission of fraud or a criminat 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 embezz►ement, 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 entiry(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. � ou J es President 7'yped N 3c"I'itic '_ed Representative 07-03-12 ignature of Authorized Representative D��e ❑ I am unable to certify to the above statements.My explanation is attached. EPA Form 570U-49 (11-88) CSX65101 004300-9 BID FORM SUPPLEMENTS RO—4/l 6/2012 . WASTEWAI'ER TREATMENT FACILITY CITY OI�CAPE GIRARDEAU, MISSOURI Instructions Under Executive Order 12549, an individt�al or organizatioi� debarred or excluded from participation in Federal assistance or benefit programs may not receive any assistance award under a Federal program,or a subagreement thereunder for$25,000 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 certificatioii 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 I-leadquarters or Regional office, as reyuired in the applicatio�i instructions. A prospective prime contractor must submit a completed certification 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 Part 32) in each application kit. Applicants inay 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 Street, SW Washington,DC 20460 (Telephone: 2 Q2/47 5-8025) EPA Form 5700-49 (11-88) CSX65101 004300-10 BID FORM SUPPLEMENTS RO—4/16/2012 4 • WASTEWATER`I'REATMENT FACiLITY C1TY OF CAPE GIRARDEAU, Iv1]SSOURI LIST OF MAJOR SUBCONTRACTORS The names of Siibcolitractors to be used for the Work shall be entered in the spaces provided below as required by Paragraph 5C-6.06 of the 5upplementary Conditions. Upon award of a contract, the �7amed Subcontractors shall be used.The completed List of Major Subcontractors shall become a part of the Contract Documents. Substitution of Subcontractors shall be as outlined by the provisions of the General Conditions. Substitutions shall be subject to concurrence of the Owner and shall be confirmed by Cl�ange Order. Faiiure to furnish all information requested in the listing may be cause for rejection of the Bid. Area of Work Name of Subcontractor 1. Steel Pipe Piles {��I Sel� PEf�o rm 2. Concrete Work KCI self-perform 3. Mechanical 1�A�'dt� /'�a�-�+�^�c..�� 4. Electrical Gc�ctrar►fe.e F1eL.�h-.'�. CSX65101 0043Q0-3 BID FORM SUPPLEMENTS RO—4/16/20I2 � `,�,�ASTEWATER TREA"I'MENT FACILITY CITY OF CAPE GIRA.RDEAU, i��IISSOUR] L1S'T OF MAJOR EOUIPMENT MANUFACTURERS Tl�e names of Equipmer.t Manufacturers,in addition to the base bid manufacturers listed in the Bid Fonn,to be used for the Work slial] be entered in the spaces provided below as required by Paragraph SC-6.06 of the Supplementary Conditions. Upon award of a contract,the named Manufacturers shall be used. The completed List of Major Equipment Manufacturers shall become a part of the Contract Documents. Preliminary acceptance of Equipment Manufacturers name shall not in any way constitute a waiver of the specifications covering such equipment; final acceptance will be based on full conformity with the Contract Documents. Equipment substitutions will be permitted only if named manufacturer does not meet the requirements of the Contract Documents; is unable to meet tl�e delivery requirements of the construction schedule; is dilatory in complying with tl�e requirements of the Contract Documents; or for other reason specified in the General Conditions. Substitutions shall be subject to concurrence of the Owner and shall be confirmed by Change Order. Failure to furnish alI infarmation requested in the listing may be cause for rejection of the Bid. Specification Equipment Items Section Name of Manufacturer 1. Hydraulic Gates 352016 iCodneu Nun'I" 2. Positive Displacement Blowers 431130 Gard ne.,- L7Enver 3. Vertical Turbine Pumps 432150 _�4fi on c.l Pc�,�d 4. Manual Strainer 432764 E ctfo n 5. Septage Receiving Equipment 462183 SC.�J C_ 6. Polymer Blending and Feeding Equipment 463033 En o�o 7. Composite Samplers 466672 YYl An rt:r� a _v 8. Floating Decanter Equipment 467180 �5�6�oc��: 9. Fine Bubble Disc Aeration System for WAS Tanks 467620 S a.n ct'a�r �. 10. Standby Power Systems 263213 C u m rn�n s CSX65101 004300-4 BID FORM SUPPLEMENTS RO—4I16/2012 � � . . _ .. ,!�� j il �I _ -.;il-i� - � � STAT'$OF:MtS5�lTRi` )ercmi�h W.(Jap)Nixon,Governor . Sara Pazkcr Pau[ry,Direccor D,�P�.R�'11��TT 4F NATUR.AL RESOURCES ; , , ,, ,= . �� - i , '-'� r ,i � ' i ; ,, ji . ,__ wwwdnr.mo.gov `:,,�.,__t %J �.,., _+ I , �- <;. kiil�'_�,`L.�� , I � February 6, 2013 � Mr. Tim Gramling, P.E.,Public Works Director �' City of Cape Girardeau 40I Independence Street Cape Girardeau�MO 63703 I RE: C295531-01 /C295531-02 City of Cape Girardeau,MO—Wastewater Treatment Plant ; Upgrades, CP0001249, Change Order No. 2 ' Dear Mr. Crramling: 'I� The Missouri Depaxtment of Natural Resources' Water Protection Program has approved the � enclosed Change Order No.2 for your contract with KCI Construction Co., Inc. for the � Wastewater Treatrnent Plant Upgrades to serve the city of Cape Girardeau. The project receives i funding through the Clean Water State Revolving Fund Loan program. This change order has ; been reviewed for compliance to 10 CSR 20-4.040 with regard to changes in contract price � and/or time and 10 CSR 20-8 in regards to sanitary engineering features. This change order modifies the plans and specifications approved on June 5, 2012 and decreases the eligible cost of � construction by$116,065. i 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 fallowing the completion of disbursement. � rth�<kd r,y,a �../ Vr Mr. Tim Crramling,P.E.,Public Works Director February 6, 2013 Page 2 If you have any questions feel free to contact me at 573-751-1402 or Missouri Department of Natural Resources, Water Protection Program, P.O. Box 176,Jefferson City,MO 65102-0176. Thank you. . Sincerely, WATER PROTECTION PROGRAM ,� � � �'�:��- , � Byron F. Shaw,Jr.,P.E., SRF Engineering Unit Chief Financial Assistance Center BFS:cas Enclosure c: Mr. P.K. Mathai, P.E.,Jacobs Engineering Group, Inc. Southeast Regional Office Mr. Paul Dickerson,Water Protection Program, Compliance and Enforcement Section Mr. David Potthast, Water Protection Program, Financial Assistance Center ^ � Change Order No. 2 Date of Issuance: JanuaPy 24, 2013 Effective Date: JanuaPy 24, 2013 P�oie�c: Wastewater Treatment Facility oW�e�: City of Cape Girardeau Owner's Contract No.: 3534 co�c�a�c: Wastewater Treatment Facility(SRF Project No. C295531-01) oate otco�tract: AuguSt 3, 2012 co�c�a�to�: KCI Construction Company, IC1C. Engineer'sProjectrvo.: C5XC51O� The Contract Documents are modified as follows upon execution of this Change Order: WCD No. 1 —Drilled Displacement Piles(Attached) Deduct($261,916.00) WCD No.2—Probe Bedrock at UV/Effluent Structure(Attached) Add$1,774.00 WCD No.4—Revise Grating(Attached) Deduct($15,106.00) WCD No.5—Dynamic Testing of Piles(Attached) Add$60,882.00 WCD No.6—Foundation Stabilization at UV/Effluent Structure(Attached) Add$57,355.00 Change Proposal No.3 from KCI—Probe Bedrock at Biosolids Bidg(Attached) Add$4,602.00 RFP No.3—Misc.Arch., Plumbing&Electrical Revisions(Attached) Add$27,855.00 RFP No.4—Crushed Stone Drive(Attached) Add$8,489.00 Total Cost This Chanqe Order Deduct($116 065.001 CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price: Original Contract Times: ❑ Working days � Calendar days Substantial completion(days or date): �UIy ZO, 2014 $55,674,000.00 Ready for final payment(days or date): AUgUSt 19, 2014 [Increase][Decrease]from previously approved Change (increase] [Decrease] from previously approved Change Orders Orders No. 1 No._(NA) to No. (NA) Substantial completion(days): Same as original $0 Ready for final payment(days): Same as original Contract Price prior to this Change Order: Contract Times prior to this Change Order: Substantial completion(days or date): Same as original $55,674,000.00 Ready for final payment(days or date): Same as ori inal � �� 9 '��r��n�of (Decrease]of this Change Order: (Increase][Decrease]of this Change Order: �,��o �rG'es Substantial completion(days or date): (NA) 6?013 ($116,065.00) Ready for final payment(days or date): (NA) �� Contract Price incorporating this Change Order: Contract Times with all approved Change Orders: Substantial completion(days or date): Same as original $55,557,935.00 Ready for final payment(days or date): Same as original RECOMMENDED: ACCEP�ED: ACCEPTED: j ---_' ; By:, ��,� ' BY: � ' ' �; By: l tuz��y �.-�_ Engineer(Authorized Signature) Owner(A horized Signature) Contractor(Authorized Signature) l� �Z Date: � � Date:�� 7 " j Date: �� Z�- I Approved by Funding Agency(if applicable): Date: EJCDC No.C-941(2002 Edition) Page 1 of 1 Prepared by the Engineers'Joint Contract Documents Committee and endorsed by the Associated General Contractors of America and the Construction Specifications Institute. __ . , . .______ _ __ __._ --- -- _ __--._ ._ _ . _ ____---_._._�,�_..�--- _____ _ ...,._ _..____.____.__._.__._ ___ t � � �'�� '�� '� ��o '� :vateoitaa,� ,}.anuary;2,�[l9� ��!t��:��_�?,.2U°J�________ .-.----- _..______. _,_ __ �_. __ _.___ _._ ___ -- _ -- .-- �ro�Y�l��t�vv3t�.t TTe�UT?6T�I��1�?�i� ,� _. 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Up�n fur�h�r revie+�of the design by Jac�bg,it w�§dis��v�red th�t differen2 I�as! ca��applied is�various areas ofi the proj�ct,ansi Marri�-Shea dQv�lop�d f�ur difi�rQnt pilg reini�rcing design33o a��os�rno�iat�al8�fi thQ l�ad cas�s. Q�r s��r dis�s�ss's��as,t��3,47�s��a�n3i�y�r�g�Bs9 inac�+�r�te,and�her�are astsa�iiy 2,5SD7�il�e on the projec�. Foilowing is a s�smrraa�y Af th�shan�es that w�pro�se#rora RFP f��. �i�present: - �agt r�f 2,�72 pil�s per original�egign ant RfP�1�.3 �2,�9�,9��{Iur�A�u�ruj ;A�tf�5 pole i�g�t 2,507 pil�s per grigin�l�7esign�S unB2 pric��1,��Si AC�i� $A�,659�t�+�ap su�a) - I�asre�s�piJ�reir�#�rcin�qu�ntity far 4 n�ar�reini�r�ar�g�fegigr�s, p��ataa�h��I�rris-Sh�a fetier dat�sl S1J�/12 A9D �257,��Is�np 3�rra) - ��ncre��e�Ilir�g of aband�n�ed pile �2�l.JO per line�l f�t dun��Pea��) � 5�s�iti�ia8 shoe in Q�ch abandone�i pile 539.99��sh(�ania prise� - �d�fitaoraa!Pil��ypg A �a3,�92.9�e�sh(uni�price) - Ads�idi9r��'Pilg`f�rp�6 avi�h�ut center b�r �3,�2&�.OS3 eash(�anit prise) - a��it's�nal Pil�7yp�9�ntith senter bar �3,339.9fl�ea�h�uni�price) - Addi6+or��l PiS�Type t $3.,��i�i.9Si�e�sh(l+nit prise) - �el��es�P31�'�ry�e A 5�3��.9�D�a�h�6ar�46 prise� - �el�t�esl Pal�7�+p�B yyi3h��d s�n'd�r�� 5427.��3��sh��anid pri��) a ��9�d��Pile Typ��with��naer b�T ��.99��sh(�a�i3 pTis�� - ��9�t��3 Pi9s 7ypg C ��J.�D��sh�ur�id pris�e} �9��8�*�e+9�1+3�Tt�C�i�i6a�i f�g�IFeri�td�l i��+£5"eI�D73 S)t's�t1iSSu�3'��9fit3£��. !'`ys�aa��in��r��rn��t�ai3h E�is s�+rr��+arY,P�� i�S�rp��e�e i�at�a r�vis�d�1o�ls�han�e�ir�s�iag f�o. �,�J�llt�d 4N�9 OPI$If1s�II'j�ISSl1�6I��i F�L9�S1�S'6��,a�1�ku�hag r�At b�e�� s�s�3e�J d�e��t�e�e ch�ng��. Sir��P�t�', �� .��6� `��t�'ms��C.�615'S�F� ff�rvy�st fa��n��v S�e �e��`� �� e��q��ms� ��*l�� .. .. WWTF-Cape Girardeau WCD No. 1- Drilled Displacement Piles(DeWaal Pilesj Cost Estimate Work Item Quantity Unit Unit Price Total Price 2,472 piles per original design 1 LS $2,900,000 $2,900,000 Add 35 piles to 2,507 piles per design 35 Each $1,190 $41,650 Increase pile reinforcing for 4 types of piles 1 LS $257,869 $257,869 Concrete filling of abandoned piles Assume 25 piles at 58 LF each 1,450 LF $28 $40,600 Sacrificial shoe in ieach abandone pile Assume 25 piles 25 Each $30 $750 Additional Pile Tpe A Assume 10 piles 10 Each $1,492 $14,920 Additional Pile Tpye B without center bar Assume 30 piles 30 Each $1,320 $39,600 Additional Pile Type B with center bar Assume 5 piles 5 Each $1,339 $6,695 Additional Pile Type C Assume 0 piles 0 Each $1,950 $0 Delete Pile Type A Assume 0 piles 0 Each $456 $0 Delete Pile Type B without center bar Assume 0 piles 0 Each $427 $0 Delete Pile Type B with center bar Assume 0 pipes 0 Each $444 $0 Delete Pile Type C Assume 0 piles 0 Each $669 $0 TOTAL ESTIMATED COST $3,302,084 Original Bid Price Steel pipe pile shoes 2,800 Each $95 $266,000 Steel pipe piles 97,000 LF $34 $3,298,000 TOTAL BID PRICE $3,564,000 DIFFERENCE IN PRICE (SAVING) $261,916 � � morris-shea bridge company, inc. IdOfiR1S-9HEA �n ��E��C 609 sauth 20 street uae�� Irondale,alabama 3521U-2025 (205)956-9518 fax(205)956-9579 November 4,2012 KCI Construction Company,lnc. 10315 Lake Bluff Drive St.L.ouis,MO 63123 A[[ention:Tum Husler RE:Capc Girardeau W WTP—Claim for Additional Pile Resteel Gentlemen; Our original scope of work included 2,472 each 14"Dewaal piles with one reinforcing dcsign for all piles based on original design parameters fumished by Jaco6s when the altemate pile syslem was reviewed and approved in 1uly,2012.Upon further teview of our original pile design submittal by Iacobs in September,2012,we were made aware by Jacobs that there are in Cact several different ]oad cases that we needed to review that Jacobs had not considercd in Tuly.In an effort to keep things simplified in Ihe field as much as possible as well as remain economical,we consolidated load cases and submitted 4 different pile reinforcing designs to satisfy all load cases. In order to make apples to apples comparison of the original steel amount versus new steel amount,the total numbcr of piles has to he increased from the original count of 2,472 piles to the cucrent count of 2,507 piles.At the ori��inal unit add price of$1,190 per pile, this represents an increase in conhact value of$41,650.1'his also brings thc total amount ofpile steel based on the original design but revised pile count to 897,5061bs. The new pile steel amount for 2,507 piles is 1,100,446]bs,which represents an incrcascd pile steel amount of 202,94Q lbs.At $1.10/lb,this represents an increased cost of 5223,234.We incurred$l0,OQ0 in design costs evaluating all of the load cascs and detailing the ncw dcsigns and calculation packages.The total of[hese two items with ]5°/u markup Cot overhead and profit is $257,869. Therefore,we request a change order for the additional 35 piles at$4],650 plus the additional cost of steel and design plus 15% markvp for overhead and profit at Sz57,869 for a grand total amount of 29$ 9.519. Revised quantities for each new pilc type and respective unit prices are as follows: Pile'Cype Quantity AddPrice DeductPrice p q27 $I,492.00 $456.00 B(no c.b.) 1785 51,320.00 $427.00 B(w/c.b.) 233 51,339.00 $444.00 C 62 $1,950.U0 $669.0� If pilcs arc dcleted after materia]has been fabricated,then the wsi of fabricated material will be deducted from the respec6ve pile deductprice. Sincerely, MORRIS-SHEA ARIDGE COh4PANY,INC. �i�Shea Pagc 1 of 1 � ^ ��.� � ��'�;�-��«� �- N1��3�a�u, ��C ��s �'�� D-3�o��a�a��r��(�CD��sia�i��.�� a3e ��9��y, �i��r��er'J�, �S�'D2 3�9:�S�D�iJ '�ae ��aa, F'� ��a �B�r9c, ��o��;&�J�Bt�� 5��Se �l:'��9�. 'V ,��f�i3ao�aa6 �3�4��b�a��3e��8��.�{�3�� P K, As requested in vur mesting last we�k, below is correspondence from Morris-Shea on how the quantity of additional reinfiorcing steel for the DelNaal Pile was calculated. Please review and advise if you have questions or need additional information. Thank you. Tom Huster KCI Construction Co. 314.894.88$8 3'I 4.894.741 S fax 314.220.3569 cell rnvw.kciconstru cti o n.com Frt��: Bill 5taea [maiito:bshea morrisshea.comi Sent:?hursday, N��rernber 15, 2�D1� 10:3�AM To:Tom Huster �c: Davl�! 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'�'�� ,'7�i��e��3�, ��i c��a��t B��i-�1�, '�'��r��r�2�� h a3'��.�a��1 �� a3�3i�s�la��3fi�t�s��s��t�i�#fi:� 1'�'c�3�r b�r. �'�'��o �2 ��x'a56]b�/��e=��,�7� �k�s `�� c,��;e��is3s�:��#��yi�#3 �i�e��y3S��e�a�uc��3�s) �,��.�" ��3�er� Fnr 3�p�r�'�ul?" ��t�rs�� iil�ce ra�"l�e�gi��d 2,17'c��s��r:��e�3i��c�p. yi��er��g�7�n�h�n 33��p��umei� ts� �v��g� �1�'. T�i�er��r�52 �� :�3��l��ls, i�1��s��ah�s��y��3�r b�r�, �,i��o��'��c��3�y�r�aay��r�e 3 �dif�'��s��i,��n��n��1,av��a��ti�v�s�sE.��a��a�,�t�� s�a�e��ngz�,�;�3h��s1��fl ��oa��'�3��3��a��a�3�i��f��s��a��1 a��3 3��r��3� o�a��,��e i�� t�y��3�1��v�e b�e��y�3�i a�i�a��i��7 �sss,�n s�f� �c��:s��r�31�i1e�, � i�i�,k�h��:��i� ass��ta�on ga��e��n�a�nt��'�,��l��g�h v��i��33��i�y�e ��'ar�n�33��a�ids y�r��°�v��►3�3�� t��a�ag��phi��el��s�a��v��t��a�ri�g�, Let��e��v�.��s��n:e�� c1�t��n�i�:f'��z��a��3��s��am. �'lc`1Sl�i"5. Reg�rds, Bil9 �hea f�,llor�-i� �� i��e ��, ir��. �09 S�au#'� ��h �►t��et Bir�ir��har�a, J�L 352'�� 1�A +°� 205 95�6 951 S {vffice) +1 2�05 807-�244 {rnobilej bshea .morrisshea.com www.morrisshea.com ��ov�, 2fl12, �3 Se�l PiiY�,Tc��a�t�<toznhuster(a�,kciconstruction.com>z��3�: s;�i, Jac4b�h�.s rQvjev�r�d rh�chang��rder r�que�t,�n�1 v�+��l�19k�mor��.nfarmation�.�h��y��:ar.�v.ed at�h�Auaniiry vf r��r thai�v�s��d��, Al�a��f9rv,rar��d�i��J�d�r��kd9v�n of,�rigina9 v�,preser�t cig�i&n� Sh�nky��. T�r� ��r�r KCI Construction Co, 2 � � 314.894.8888 314.894.7418 fax 314.220.3569 cell www.kciconstnaction.com ��a; �i�9�a [�a��t�;��aea�morrisshea.com� ��'iv P��s�ay, �s��r+a'ber�5, 2�312 9s3� �� '�v T�a �3�s�� v ��as� ��g�� a7�1j�c3; c�3rr�fD��'f��r��a��S a��t�9 �"•L�171, �e��:ti��3��t3er�l�ei��uz��qa�es�f'�r��a�;�e��1�:��r��i�1:ii��,�1��]e��.1 p�]e rci��a��in��r�E10 `�k�� :�e��.nit��e� ��ci��+��'��:��'3�i,e n��e°t3��s, �.��.��i�'y��y�u��, ��k�, ��, 8�1� �'��a ��r�i� �� ri��e ��aapa�y, �ra�� ath 2��h �tr��# '�i��gh�m, A�. ��2'�� .J�� 3 2fl5 �5� 95'i 8 �c��fic�ej -�'� 20� 807-3244 (mflbil�) bshea(a�morrisshea.com www.morrisshea.com � /"� ^ �� ,�� a��.� ��, �3��?�1sn3��Bro�J �t.��s,9�3i��u7i>�'i92 �'J�.3�v.�A�9D �F�y�'J�.'1b3.�'J�'J �`�ugta�t 2�,�03� �:iT,'Ta��3��3�er 3��C]�L'�sti.�icr��C�mp�� 1�33�7..�-ik,e Blz�:�'�rav� �i.I�rnu�,Iv1D�i3723 ��ibj��3: ��s�uQ��v��:aa��fla�l.��--��j 33r�17ex7 I]�;rpla�Qm��ri P��e3 ➢�ar�o�e ':i�i�i�1er is�s�fc�r�aliz�e the��t��9 iri�t�11 �'�"�1i��i�r I>�l�Y�l I3ri]1��1�3i�p��3�'i�e�i��i�i}�'s�ae �iles, 'Th�p.��r�b��vn i�e i�ek3er gr��a�al frc�sa3�i�s�-n�-Shc:�t datE�i.tuiy 2�,2�12 and td�e�ci�i� ��1_c�7��n�3�teti�1�13�3�.2C��2��h��e�h�'T�vi�+?,��.��i�u.r r�-asesi pr►ces�roposscl in y��r+er��i1 ��t�d Ju7y 2�,2fl�2. PIE�e�s�n:��n th��i��s 13��L��+�� n TecLi�E Of;�vur zvri#teci�p��'val,��s,��s �Cfi�:g�Dir�c�iy��i�l��pxsp�r�s1, ��si��2,�1�2 pil�s p�'�.i��xi��3: �2,�13f1�t�D.�(1�3n�+��) �'�z�ac�ar��3�s.�x�3 p�l�: ��,1��t�3��i't�ic�e) �'�o�each�€i�e�1 p�i�, ;5�3U{��1�rric�e) ��ritaci�:�sh��e��n�l�aesl pi��: �3D,l�9�u�3�ri��) ��r�e-fillix►g��'�b�n�d�n��1 pi:�e; �2��in�3:f4flt �1�Ea�e��nta�3 m��i�1s1-33��4572�r pk.�°��i��bs,�fl�if�r��hay��y��r��'y a�1�c�it�san�►1 in#'�rmata�n. �3n�erely, ��to�� !/ . �v �',3��Ivl��i,P,£. ��j�c3l�i�v��r .A3i��hm+�n2 �e K��:�� G��y�� 31�1��9�2 ��s9��'r,�br.��r�l��r�1�s. /�'1 ''� ��'� � �� 3��, �� fla�o ��o� �a��3�a�a�aa�t�r��a�m�a�t�a�36a�.��a�� ; ��i��,��sd 2�4, 2fl'!2�1:�`d P�3 ��_ �E�d�a6, F'�b �C�, ��s�, ��i3�; �r�r�k�, ��L. ��b��3; E�E: ��F��v. '6 -�e'��I� ��36��d D�s�O��o�a�raa Fi�� P K, We confirm that the pricing included on your letter for RFP No.1 dated 8/24/12, is correct. Please proceed with the R�P issuance. Yes, still waiting on the pile log example. I was supposed to have this week with their complete submittal packe#. Will try ta expedite early next week. Sorry for the delays. Tam Huster KCl Construction Co. 314,894.8888 3'14.894.7418 fax 314.22D.35fi9 ceil www.k ci construction.cc3m Frora�: Mathaf, PK(mailto•PK MathaiCajjacobs.com1 ��at: Froday,�A�g��t 24, 2fl�2 �2:15 P!� '�'o: Toraa Nu�t�r C�� Cla�k, Keiih, B��sroke, Ca�+ L. ��ts F�FP 6��0 � - [��a3� f�dilles! Displa��rro�nt F�9� �o�, �3ta�� i�3hQ �FP A��.� ��a-t��DQ�aa�paa�s. �t is��s�f��l3ze�h�p�icPs°r�e agrQ��l��an�!a�t�r y�ur co�a�ir�a�ti��a,d�� ar,r�l��re��f�a'�J��, Ai�s�, i n��si��a��33ta1 f�r� f��r�os-��ae�a reg�rdi�g��t��'sr��9e-�riving data r��ordia�g tr��cid��nrheiher i3 is s�fifii�a��t a� 9��e��s��a�hisd �r3�+s�a��r�+is�v�a a�d data rez+��d6ng. Th�nks, PK M�thai, P,E, ��1ac�bs,3'14-3�-4572� �1�-��5-��i�� ?s , ok.mathai a�,,�,jacobs:c9m �Ji3T"s�E-��ig s�rnrr�ur�ic�:io�r+�y cs�raaai�confid�nti�4 ans�pTivi9es��d infiorm�tion t��3 is ior tt�e sot�u��04 th�in��;�osl�d r�sipiEn�.l�ny vi��ir+�,�o�yis�s�o�sJi�i��si9n�t,�r r�li��ts�srr+�hi�ra��ge by u�i�d�ndg� retipi�nd�i�strictlq pr�hibii�d. i�you havQ rec�iv�d thi� Gi1��5r7g��BfJ�:Ti�PTe p9��s2 r+m�l�fti us imm�di�gly 3sy r��lying�am ihp mess�g�ar+d dgleti�s� it�s�rn yo��comps�6er. 1 �-�. r►. WG/)' � A�l�u�hn�e��y' morris-shea bridge company, inc. � �h MOfiR1S-9HEA 609 south 20 street BRIDG�CA.,INC. ��i��, �p� irondale,alabama 35210-2025 (205)956-9518 fax(205)956-9579 November 4,2012 KCI Construction Company,Inc. 10315 Lake Bluff Drive St.Louis,MO 63123 Attention:Tom Huster RE:Cape Girardeau W WTP—Claim for Additiona]Pile Resteel Gentlemcn: Our original scope of work included 2,472 each 14"Dewaal piles with one reinforcing design for all piles based on original design parameters furnished by Jacobs when the alternate pile system was reviewed and approved in July,2012.Upon further review of our original pile design submittal by Jacobs in September,2012,we were made aware by Jacobs that there are in fact several different load cases that we needed to review that Jacobs had not considered in July.In an effort to keep things simplified in the field as much as possible as well as remain economical,we consolidated load cases and submitted 4 different pile reinforcing designs to satisfy all load cases. In order to make apples to apples comparison of the original steel amount versus new steel amount,the total number of piles has to be increased from the original count of 2,472 piles to the current count of 2,507 piles.At the original unit add price of$1,190 per pile, this represents an increase in contract value of$41,650.This also brings the total amount of pile steel based on the original design but revised pile count to 897,506 lbs. Thc new pile steel amount for 2,507 piles is 1,100,446 lbs, which regresents an increased pile steel amount of 202,940 lbs. At $1.10/lb, this represcnts an increased cost of$223,234. We incurred �10,000 in design costs evaluating all of the load cases and detaiIing the new designs and calculation packages. The total of these two items with 15% markup for overhead and profit is $257,869. Therefore, we request a change order for the additionai 35 piles at$41,650 plus the additional cost of steel and design plus 15% markup for overhead and profit at$257,869 for a grand total amount of 29$ 9.519. Revised quantities for each new pile type and respective unit prices are as follows: Pite Type Quantity Add Price Deduct Priee p 42'7 $1,492.00 $456.00 B(no c.b.) 1785 $1,320.00 $427.00 B(w/c.b.) 233 $1,339.00 $444.00 C 62 $1,950.00 $669.00 , If piles aze deleted after material has been fabricated,then the cost of fabricated material will be deducted from the respective pile deduct price. 3incerely, MORRIS-SHEA BRIDGE COMPANY,INC. BiCCShea Page 1 of 1 � � morris-shea bridge company, inc. . 609 south 20�h street MOARt3-$HEA g�p��Cp,��C, irondale,alabama 35210-2025 �g�� (205)956-951$fax(205)956-9579 July 20,2012 KCl Construction Company,Inc. 10315 Lake SluffDriva St.Louis,MO 63123 Attention:Tom Huster RE:Cape Girardeau W WTP—Dewaal Pile Proposal(rev.2) Gentlemen: We propose to fumish all labor, equipment, and materials required to design and install 2,472 each 14" Dewaal drilled displacement piles as a one for one swap to the base bid 12.75"diameter x 0375"�vall pipe piles on the referenced project for the►ump sum price of 53,088,762.00 according to the basis of proposal outlined below. BasisofProvosal: �$ �k� • These piles will be designed and installed according to the parame rs outlined in the Design Memo dated lufy 17, 2012 and the Pile Reinforcement Designs dated July , 2012, both of which are prepared by Richard Stone with SBE,LLC and are attached herein for reference. • This price considers the usc of Pile Reinforcing Type PL14A (full-length cage) as sho�vn in the Pile Reinforcement Designs d�cument. Rebar cages will be deli�ered to the jobsite already fied up and any modifications to cage lengths(cutting or splicing)based on actual pile lengths to bedcock will be made by pecsonnel in the drilling crew and not dedicated iron workers. • We assume the risk of pile diameter and tength to achieve the required pile capacities. • We have included one mobilization of one drill rig with support equipment for the continoous installation of all production piles according to a standard schedula of one daytime shift from 7am ta 6pm,Monday through Friday. • We have assumed an average overburden length of 2' above pile cutoff for pile installation. The working grade for pile installation shall be minimum of 6"above top of pile reinforcing steel. • This price does not consider union wages and personnel but rather the published prevailing wages for this project. � We do not include surveying and as-builts af pile points. • We do not include any pre-producrion or production pile load testing or integrity testing. • We do not include third-party materials testing or production pile inspection/reports. • We do not include preconstrucrion photographs. • We do not include protection of adjacent structures or vibrationJsetttement monitoring of adjacent structures(this pile system if vibration free so vibration monitoring should not be necessary). If we ahandon a pi{e by extracting the driU tool from the ground in reverse mode to leave spoils in the ground and leave behind the sacrificial shoe at the end of the drill tool,but not place concrele or reinforcing stee]into the pile, then we will charge$30 for each sacrificial shoe and$22/LF for the abandoned piles, We wi11 charge an additional $6/LF for concreting the abandoned piles. This price applies to any quantity of abandoned piles. Unit prices far changes in the quoted quantity of pites as referenced above are as follows: ADD: 51,190/pile DEDUCT': $430/pile Page 1 of 5 � `� 'I'his proposfll is subjcct to tl�c attzchcd Morris-Shcn Bridsc Compaiiy,l�ie.Tcrms�nd Conditions of Pro��osal. �Vc appreciate tlie opportunity ta subniit this proposal nnd nre availablc if you should liave any questians. Sincercly, MORRiS-SHEA[3R[DGE COM('ANY,INC. �i�,�� (��----------' a�u si,�a �r� Attnchments: f'ite Rcinforccment Design<iated luly 18,2012 Dcsig�i Memo dated July 18,2012 Page 2 of 5 � � Morris-Shea Bridge Company,Inc. Terms and Conditions of Proposal Thc[ollo�ving itcros are excluQed and i[required shall be provided by othecs or provided by M1torris-Shea for en addtHonai cost: Dipping nnd chipping piles below worl<ing grade. Building piles up above working grade. As-built drawings: Drafting,drawing,plotting,or other preparation of oew or edited drawings depicting as-built conditions. Sales tax on permanent materials. The follorring facilities and services shall be provided by the Cencral Contrector or thc O�vner at no cost to Morris-Shca: Working Surface: The working surface at the site shall be prepared and maintained by the General Contractor such that it is traPficable for our installation equipment,support equipment,end delivery vehicles at all pile locations. The sile und any access roads should 6e firn�,(evel,Free draining,and unobstructed,��7th ramps no steeper than 6I-1:1 V,such that trucks cazrying materials can mal:e deliverics to any point on the site under their o�m power and crawler mounted equipment can move about ihe site without the need ibt mats. Any delays lhat result from inaccessibility caused by lack ofthese provisions witl be paid at the rate for standby time. Pcior to beginning lhe work,MSB shall have an opportunity to examine the sile to verify its acceptability. 6 Drawings and specificetions: Ttuee copies of all appiicable released for conslruction drawings, specificntions, or other contract documents as weil as any subsequent revisions. Any re�isions shall be issued a minimum of one�veek prior to scheduled installation of the affected work�vith all ctia�ges cleazly identified by clouding and notation of revision. Additionaf costs such as removal andlor replacement of previously installed�vork will be paid at contractprices or established time and material rates. Inspection and lesting: Third perty inspection and documentation of instalintion and materials testina, Surveying and layout:All surveying and staking oflocations and elevations for each structure end individuel foundation unit az well as any as-built survey. Staking of pile locations must be done in sequence�vith installalion or re-stak:ing will be requfred. As-huilt survey of in-place pi(es is to be performed on a daily basis with dula on any out of tolerance piles provided lo Morris-Shea immediately. Final as-built survey infonnation is to be provided to Morris-Shea within;>.4 hours of installation of thc last pile, Facavation: General site excavation and e+ceavation of specific structures or pile caps, Dewatering and drainage_Control of ground and surface water as necessary to keep khe tvorking surface,including any exeavated areas, sufficienUy dry. Shoring: 5heeting,and bracing or ottier adequate maintenance of eacavation slopes. TrafFe Conlrol: Detours,signs,flagmen,end bazricades required to maintain botl�vehiculaz and pedestrian trnFftc�hat is divened during construction, Barricedes�nd l�nndrails: Ins[allation and mainteaancn oEbarricndcs or handrails around excavated ereas. Tire�+�ashing: Cleaning of tires of delivcry truc�:s when depaRing the si[e. Mitigation of contamination: Handling,con�uinment,end disposal ofcontaminaled soil or ground�vater encountered on the pro}eci. Dust wntrol: Wakzing,grading,or ground covering requircd to control ar limit airbome dust. Pccmits: All permits required for the legaL performance oFthe work. Utilities: Locetion,removal,relocatioit,replacement,and repair of underground or overtiead utilities. Obstructions: Removal of atl overhead and underground obsWc4ions that restrict moveme�t a�d safe operation of equipment or performancc oF the wock, Vibtation end set[lement monitoring: Monitoring and measuring oFvibca[ion and/or settlement during�vork operations. Thts propose{is[urther conditioucd on thc fotlowing: All work will be perFocmed with u merit shop workforce. Pilc loent{on toterance: Piles will be iasfalled in accordarace�vith the specificatian,starting in the correct location with►he propec plumbness anNor 6aUcr. If e pile is not atarted on poinl,ti mus[be noted on the pile log by lhe inspeclor, If a pile is installed on an incorrcctfy pinced poin�reme�ial costs wilf be bome by Ihe party responsible for surveying. If a pile devietes beyond the allowable loteranee or is caused to be defeetive due to undetgronnd conditions,the installed pile or length of pile,as well u any replacemenc,will be included in the quantity for payment. Page 3 of 5 � � Pile pay Icngth: Piles tivill be paid on a per pile basis on not per linear foot. Working elevetion: lnstallation of uugered piles will 6e performed f'rom a�vorking elevntion that is no higher than the elevalions referenced in the proposal and no lower than 6"foot ebovc top of pile reinforcing steel. Pile elevation tolerance: Piles�vill be poared to the�vorking grade. [f dipping or below grade cut ofF is required,that work wil!be performad by others. Upon completion oPeacli pile,the Otivner's inspector should document that the top ofpile conerete is et or nhave lhe plan clevation. In the event lhat the grout subsidas belo�v plan cutoff clevation,corrective�vork q�il!be performed by others. Shallow reNmt: lCa drillcd pile rcfuses at a depth shallower than planned,the engineer wil{he notified. Unless directed othenvise,that pile wll be�couted to the depth dcilied and a replacement instalied at a location designated by ihe engineer and bolh the abandoned pite and the rcplacemenl�vilt be included in the quantity for payment. Pile to pile cap connecuons:Reinforcing bars lhat project&om cast in piace piles will 6e straight bazs with no hooks or bends. ]f hooks or bends arc required,then they need to be cvonected by otUers wilh mechanical connectors at the time of pile cap construction. Our price does not include connecting hnoks,bends,orotlier bar extensions tivith mechanical connectors. Refusal: This proposal is based on installing piles to the speciPied criteria or refusal,whichevet occurs frst If not defined in the specifications,the criteria for cefusal for s driUed pile will be the point at which the penetretion rete oF the auger or other drilling tool is iess than one foot per minute. Ownar provided insurance(OCIP): If an O�vner Con[roiled Insurance Program is implemented for this project,Morris-Shea will provide a credit for insurance costs. We will nol however aecept tecros whereby we nre responsible For premium overruns unless there is a similar provisioa for us to benefit From any savings in premiums. Any chacges for excess premiums tvill be based on rates no gteater than tBe rates established in our original credit calculation. Morris-Shea Bcidge Cornpany, Inc. will not provide ony insurance crediUdeduction for wverage that is purchased on a flat rate basis. Schedule; Any schedule tl�at is provided with lhis propusat is based on optimum conditions and does not allow for contingencies of uny kind. We do not guuan[ee oompletion any evlier than the completiUn mileslone date(s)stated in the bid documents. Working hours: Morris-Shea will work 5—ten hour days per�veek and H•ork additional overtime ot weekend days at our discre[ion. In any case, Monis-Shen will not be responsible for inspection, general contractor's supervision, or nny other consequential costs of ovenime work. Continuous Work This proposal is based upon our liaving sufficient access to the work ulong�vith released for construction drawings such thal we can perform the entire scope of work in a con[inuous and uninterrupted operation witli no wniling and no mote than one mobilization. time: If Morzu-Shea's work is delayed more Ihan fit�een minutes during any wocking day due��n ra o cn orrisShca, ��jjy1 drawings,limitations on access,w e o�mcr o standby time wiq be paid by the encr , . per rig per iour or i Work sequence: Morris-Shea's�wrk will 6e performed in e rtiethodical manner whereby the work in each structure/arca is completed prior to moving on lo thc ncxt,mosl adjacent,structurelarea to be�vorked. Rewming lo e previously worked stcucturelarea or adjacent area due to added wotk or ptevious resldcuon on�vo�k will be considcred an out of sequence move and ivili be paid at the same rate as standby time. Confidenciality: All speci6cations, dcawings, pricing, or other technical data submitted by Morris-Shea tivith this proposal or in conjunction with the performance of ihc�vork,�vill be treated as confidential and shall not be disclosed to any third pany�vithout tbe express written consent of Morris-Shen Bridge Campany,!nc• Performance and payment bonds: Thu proposal does not include providing performance and payment bonds und the cost of bond premiums is not inc]udcd in the proposed price. comp etion vithout a pr o�agc ehment tl latprovides an qm�valent banus for early compleiontual, or consequential damages due to late Back charges: Morris-Shen rvill not accept back charges for cosls incuRed by tha general contracror unless we are notificd priot to any cortcctive actions and also given sufficient opponunity to make such corrections or perforni the subject tvork. Liability: Morris-Shea will not accept liability or responsibility for defects oe damages of any kind acising from a eause that is oulside the immediate knowledge and control of Morris-Shea. Morris-Shea w�l in ao casc agree lo dcfcnJ,indcmnify,or hold hazmless others from or agaiost their otvn nc6ligence,ercors,omissions,or a�rongdoing, Morris•Shea's linbifity for any aet thnt is subject to any claim shatl bc►imitcd to Mortis-5he3's pro rata share of fautt or responsibility for any undertying aa,evcnt or omission giving rise to aay claim. Morris-Shea�vill not accept tiability for daznages to adjacent propeAy or any stcuclures lhat�ce allegut to have 6een caused by wotk�serformed hy Morris-Shea IIridge Company,lne.under the agrced upan contract tcrms and speeifieations. Page 4 of S � � Yaymcnt tcrms: Nct 30 with�11 retainage due 30 dnys aflcr our wotk is complete. Under no circumstancc�vill thc perccntage of relainage with hcld from subcontrector exaed that�vhich is being wilh held Gom contrnc�or by owner end at no time shnll exceed 10%. Puymeni wili noi be contingent upon generul contractor's rcaipt ofpuymertt from tku ownec Payment aCour vendors�viU bc made per dic tenns of our purchase orders enJ subcontrncts end lien rcicases from our vendors�vill bc provided with thc Coliowing month's billing. \Ve will not accept tenns wltereby paymcnt lo Morris-Shea is depondent upon our providing relenses of licn from vandors Cor mattrials Cumished or work perCormed during thc snme paymont period. Contract: No commitment to mo6ilize will be made nor will any wod:be pe[formed until we have a Cully execuled conl�a�l in our possession. Any conhact that results from this proposal will contain all terms and condilions of ihis proposal. 7'his proposal is not a contracl and�viit not form the basis for a contract or reliance untess and until(I)it is accepted in writing by the other party;and(2)the pariics are able to enter into a wcitten contcactual agceement with terms and conditions acceptable to Moais-Shea Bridge Co„Tnc.in Morris-Shea Bridge Co.,Inc.'s sole discretion and judgment. Tl�is bid proposal is based upon ihe understanding tha�any con[ract arising from said bid will be an Associated Generat Conlractors (AGC}ConsensusDoes 750:Contractor/Subcontractor Agreement coNract or contain substantially similar lerms and conditions as un AGC ConsensusIIocs '7�0: Contrnctor/5ubconiraclor Agreement. Any deviations �vill be subjec[ ro revie�� end poteniiel curative language. This proposal is finn for acceptance within 30 days of submittal ��'ith the follo�ving exception, this proposal is contingent on th� availability of resoucces.Eqc�ipment and manpower are Jistributed on a"first contract rcceived"basis. Page 5 of 5 � � 4 SY.✓LLV 6 aeawatch ddv8 �� aavannah,georgia 31411 9�2.Zb7.0633 July 18,2U12 Fil.e Reinfoxcement L�signs C�pe �ixa�d�e�� WV�TP Ca.pe Gua�d�au,M� Pirepared for: iVlorris-�Sh�a Bzidge Co. so� s. ao�n st. Irondal�, AL 3521U Attn: Bill Shea Frspared b�: SBE, LLC Richard Stor�e,Ph.�.,l'.E. � � APPENDICES Appendix A Narrative Appendix B Pile Type A Reinforcement Design f l � APPENDIX A � �� I)esign Process Camments t. Th�designs herein include a detail for Pile type A. �. '�`he pile type is designed for the loads as fai�ows: Pile T e Com ression,tons Tension tons I.atcral tons 1'L14A 6U 0 5 3. All piles rec�uice�5 ksi concrete stre�gth. �. Piles are design as fixed�ead. �. tlltimate loads are dei�rmined asst�ming la�eral loads are primarily due io seismic loads (4oad facior= 1.43). � 1 � APPENDIX B 4 1 � 14" � �,_611 — — 3"clear �+ See Structural Drawings M �Don t Spece�s @120 Ud � b .Q � � m � a M � O 5#6 #3 ties/spiral w!3" seismlchooks SECTION 18"lap � � Set of 3 Plastic , ►- Donut Spacers @120 .� �a :� � Set of 3 Plastic , � 1--Donut Spacers @120 � SCOPE DESIGN LDADS Thedeat8nqesenled Compression 60�ns � heteinlefalherefnfercin9 Tenaion O lona + Pile length rewi,�atormea�aiea �tero+ s.o iaos � determined by depth to Bedrock deslgnloads.The —�or Bedrock 1ed 2 SUuctur+l Enginaerof fMTERiAtB g Heoard b reaponat6le for Conaele 5000 psi ' verlying Ihal lha desipn is Reinfordng 60 ksi Scale:Not to Scale ptopedyin�oryoroledtnta uNo ihe vrork and for apecdying and monRoring all FABRICATION necessary inspecllons end olt�rquaGly ess�tunce measures. NOTES rtkas�st�Ns dr�rfnp tle PileRefnforcingDetail CiNdesignedtorFl�edHead ForrevievrandAppravai conapon. a�v,,� wrtMd�le �ro" �T� w�a� R.Stona 07/18/12 0 L Cape Girardeau WWlP R�� m°^'�''°'m"' Cape G(rardeau,MO °"�°""OmDef d�°��pL14A D00-2012 � �� , �� L�C Pile Reinforcement Calculations Generai ProjQct Information Project Name: Cape Girardeau INWiP Date: 7/1 8120 1 2 MSB Project No. Project Engineer. RCS Geotech�ical Engineer: Jacobs Pife ID: PL14A Pile: PL14A Pile Cuto(f Elevation: Q.0 Rc�vision: 0 Codes�&Standal'ds - Seismic Design Parameters Building Code: IBC 2003 Seismic Site Class: C Concrete Ref.Code: ACt 318-02 Ss see plans SI Occupancy Use Category see plans Fa , Fv Sds " Shc " Seismic Desian Caleao SDC1 � Geometry otamecer. Aro� Inaitia {nches in"2 in"d rtom?na1 Dimenslons used for concrele sirenglh 8laterel analysis 14.0 '154 1886 Destgn Dimenslons tor Reinlnrdng Calculailons �4.0 154 1888 �ength: 46 ft. Tipped on Bedrock ins eclWn Re d: es A' �Iled Maximurr�SeNice l:oads DesT n Cate o D Conorete Stron tti Ra utremet�ts Case Qest� tipn C ki s T ktns) Lalecel ki s} Max fc= 0.33 1'c 1 Max C 120 0 D C= 720 ki s 2 �T Q � p Min fc� 2362 51 3 L+C 120 0 1D USQfr,= 500q si 4 L+T Q 0 �0 Cover= 3.o fn 5 Moment,k-ft o Plie Caps: Use fc= ��0 osi Soil Parameters for'La`teral Anal sTs Depth of Layer,in. Botlom kh y m Cohesion e5o P-y Soii Type ( de rees nst multlolier Too Bottom Elevation,% t de�aull 1 Saod 0 -8.0 70 58 �4 ._ . Cle 8 -22-0 58 700-1000 detaull � C(a 22 - �s.o 5B 1500-a0o0 default 1 R ock a5 -4a-o 75 100a si — ti Load Feclors Case �escription Factors � T L 1 Max.Comoressfon �.4 0 0 2 Max.Tension � �•4 a 3 Lateral+Com ression �,4 � �'43 4 Lateraf+Tension 0 i.a 1.43 1 � '� - pILE M4 •Rosulls ortv r!a o�U 1padFactot i!3 �n� Fac1u od InIleHlon IAa:Imuma f2 372 IO.G 51.2 /4.] Qa m oan.�na� Mnment Shear SonP•mnon 0¢ �h �oIICclb Mome�l Shwr Moment Sheat Iti 1. lba.tn. lbt, fLsOn. H. 1n. k-R. k k-h. k .pp O,S} -44��397� t0�00DU �.00 004 0.1J -37.2 7Q.0 -53-2 t4.3 g. 0.13 1847dfi3S 993728 -20.48 �.5� 013 �2.f 99 -A5B Id? �227 Q1d -3237a9.19 g739.ZB �4.1C t 0 O 1J •7. 97 13.4 t840 0.72 -�A�B9.Q5 B39 21 -66.M 1.53 O.t2 - 9A -:1.5 Zd.53 O.f •206984.57 8930.09 �6 77 2.Od 012 •1 2 8.9 -�.1 12 9 30.87 0.4} -152Q?D_64 B35F.?5 -1�Q.95 2SfS 0,11 •�2T 8.d -�@2 1t9 3ggp 0.10 -10 57d.91 770?.64 -1QdB4 3.07 O10 -65 7.7 -122 11.0 <2.93 8.�9 -5630992 702I.D< -112.82 3.58 D.09 �.7 �A -0.7 1Q,C �9_07 0.02 -t4250.01 6�434.15 -ti3.13 �.OB 008 .1.� 6 .�.? 41 @ 2D 0.07 'L?5530� b564.1D -t05.17 a.60 00? 20 5.7 2.8 t 8133 0.07 6/58747 5008-60 -YQ925 5.71_� 4.8 6.0 6-8 7. 74� O.DG 8708247 �32b531 -�12k6 563 008 T,3 43 10.4 6> � .F,p D5 172agg_18 3620.06 •557.�9 8.1:f 005 4� 3G �34 51 73.73 Q.04 1334i2. 2 .80 -121.82 6 4 Q�1 .1 . 5.9 4.t 65-07 � 5497015.1 2132.34 -124_t0 T.76 D63 t2.5 2-1 5I,8 3U �Q ,pp .47 l6l 3. 9 1372.91 -123.5d 76 O.W 1 6 14 192 0 98 43 Q.02 lF@pfii(14 6�2 6[ •�77 07 618 0.0 '1� 0 8 20.0 0 9 t04.27 OD2 170710_18 -BJW -t'1570 fi69 002 ��.2 -0.1 �� "�.1 �10_40 0 1 1687d5�� -78 75 -�172) 920 0. 1 1< A8 �00 4.1 118a.9 0.01 1fi1667.91 d456.5] •101.39 9.71 OA1 135 45 79.3 -2.1 1 .87 0.81 1570057d - .52 40075 t0.21 Oi t26 -21 76.0 -3.0 fY8.90 O.UO 198585�9 -?Fi8� 4 -91 64 /0.3 0 0 11 a . 7 ia 3 �8 13493 0. it?5^7. a205-99 -7a 50 112e aQ0 9.8 -32 �4.1 -46 tat07 O.OA 97 27 -358996 �1577 11.7G 000 8 38 11$ -51 14710 D GO 747 991 �35�5 61 64 47 1 ..7 0.00 0. •3.5 8. -5.1 753 33 0.00 b43E257 •3�OS d6 T5.7y 72 79 OAO iS +5./ 6.5 -4 4 159_47 0.00 �8I5T. -�628.SA 7412 1 20 0. 91 4.8 �d .3.8 i6560 000 22131.27 •2198.�0 BD 2 13.90 1 • '1 26 3.'I /71.�J 0�0 1Q5�1.�� -185't�9 78.45 1d.31 Q .t.7 t.3 -2d 17L87 Q00 1B3T.41 -7187.01 7A.h6 tA.82 0.00 0 4.2 0.2 •1.7 18e.00 O.I,W 1Q17.6 .7'{5.36 7003 75.33 �.00 -0 -07 -05 -11 19Q.79 QDO -7 3S.t7 5.89 �S8? t-.B4 0.40 -0.6 -0.3 -49 -Q.S �sr 2� o00 -eoso.�t a.3e ae.oe �a.a� o -0.r oo -�.o o. 2pY pq p0 .73 51 173.73 19A] 1 .67 0 0 1i fi 0 -A9 O� 20853 Q00 -593778 2d714 a92 1).fG 0. -0.5 0 -0.7 0 21<.47 0.00 -437J.6fi 23778 •3.41 t7.89 Ob] -0A 0.3 -0.5 Qd 220.80 000 •2855.5 Y18.� -744 1841 �QO ,(17 0.2 �.2 02 229.53 Q.00 -1855.87 169 a5 -8.`�9 .07 Ob0 -777.1i !SB.H7 - A 14.4 0. -0.t 0.'1 -0A 02 23A.90 OG •148.57 7�.73 -Bd6 19.4� 000 O.Q 1 D.0 0.7 ;S_� pg� 1d1_i5 44A� �d73 VI 0.00 00 00 00 D.1 251.47 .bJ �Q0.79 1fi8 - 12 2t}.Q9 0. 0.0 4D QO OA 257.60 Q.�O 34275 1.20 -1.81 214T O. 8.0 0.0 QO 00 ?5373 0,�0 �16-59 -7_27 -095 1.93 0 8.� OA 0.0 D 5 � ^g •1t43 •0.40 Y2dq 0�0 00 4.0 0.0 D.6 276 OC OAO 176 7P -1209 0.1 73,00 0. 0.0 -0 0.0 0.0 282.19 OM 1pB1B -�O.t6 0/t ?351 �00 0.0 0.0 00 Q.0 ygg 7 00 5219 -731 CtA9 2a.@ 000 OQ 4 0.0 00 294.40 0.00 18.5 �.53 0�� 4.53 OD .0 0.0 0.0 300.53 0 -34� -2,33� UJO 25.M 0 O.0 D.0 0. 0-O 906,g7 0.00 -12]3 -0.93 OtB 255i� 000 00 0.0 0.0 CD ]1280 0.06 -l:-6U 005 Q70 . 7 00 0 .0 0.0 OD 3t993 C,40 -11.61 0.45 OQJ �28.58 0.00 00 O.D 00 925D7 �M -�7d 054 000 764 OOSI 00 D9 OA DA 3�120 000 -0.9G 0.48 •UA2 27e U.W 00 0.0 00 0.0 337.33 Q,00 -2A1 09E -U.OZ 8.11 00� 0. .0 0. 0 3434? UO -0TB 924 -aD 6 . 0.0 00 0.0 �yg,pp 00 0.14 D.tD -0 1 ?9.13 0.0� 0.0 OA OA 00 3SS.JJ 0.00 03C� OA3 07 4.64 0. 00 -0 38LF7 007 �.5< -001 0.00 3016 D.0 Q.0 OD D� U.0 248.0+J D.P� 0.4� -0.02 0.00 JOb7 OL19 O.Q 00 QO OA 374.13 0.00 Q1'9 A.02 OOU i.t AO 00 0.4 0 00 y��27 ppp 1fi •0.02 0.00 31A4 060 a9 DO 0.0 0.0 388.40 040 �J-U7 -Q01 Qnn 3Z20 d. OD OA 0.0 392,SJ O.W OOt •OD 0 52.71 O.DO O.0 0.0 O.Q �A �4867 �OAO -001 0.00 000 332R 0.00 O.0 0.4 .0 A04B0 OA6 -0.02 OOP 0.04 73.73 UA .6 0.0 D.0 0.0 a70-3 0. 0 3a.2A �� 0. 0 0.0 417.07 �4U0 -001 00� 000 .78 OOD 00 0.0 0.0 00 e23Z0 0. -0.05 OAO o00 3527 DW 0.9 0.0 DA 6. 429.» .06 0.00 0 35.7 -0. A.0 A OA f10 e35.d7 p�.60 0.00 0 O.Oo ' 29 0.� OA 0.0 00 dd1.60 06 0�0 O60 000 36&7 D.DO 0.0 00 O.D .0 417.3 0� 0.00 Q.00 0.00 37.31 00 RO f)4 00 00 453.B7 O.DO 0-00 000 006 t7. .00 0.0 60 0.0 OA d6400 R�0 OAO Q60 O.IXI 98.�3 O.Q OQ OQ 0.0 ➢ �:� Q� o_o� o. o00 �r!_s6 aco no 00 oa o.a 2 � � Cape Gitardeau WVYTP Plle PL14A Deflection,in. Moment,k-ft _� .ao -zo o zo ao .o.o� o.000 o.o� o.too 0.�5o p � o � i, 5 "---=+-�.:.. 5 �• 1D I �D l15• �5 � 20• � 2D � 25, 6 0 25 �p � 35 35 40 40 45 ---- �,.-?Frlr.t —�a=wre! --Idcr --Idcr 45 " Shear,kips Soil React7on,161fn. •10 -5 0 5 10 16 20 0160 -100 -50 0 5� 10D 0 5 � 5 10 10 15 `� '15 � 20 k 20 � �5 0 25 O 30 30 35 35 40� � t° _ ._..�:ani:. —Fanorad --P\'U2 —�pYtl2 AS �— _—.__.___'_. � `F � Longitudlnal Relnforcement actor,e os gn oa s rac ung ommi oct on ata ase P(k�Ps) M( ' �1 Olameter 14.00 inches � � 8 0 L�;�;_3•;:,'�5i,, c 0� PS 0 ovef incnes Area 153.94 sq.m. 3 � 8 532 4,g Y.•tt. ie rze ar 4 0 5 ,2 Q��=_ Pile Cap fc 4 PS sp o umn osu ts pac ng ec Number Size rade Area(in^ ) RaUo Actual Min. 60 2.20 'I.h3lo 3. 'LZ Z. 5 pile Welght 0 kip5 Cage tenslon loed 0 kips CeatnrBnrloed 0 kips aflo .anpt� n e en er ar= eps on oa Mlnimum 10. t, iec ts�o YP� � Flexura 15.0 . lec 2ooa fade 60 t5 s� Y� v<,7(phUd2) � Q k(aclore j hear .0 ft. ension Load Crackin �4• Maximum tress 54 67.5 120 ks^ Use: 9 45,0 Minimumcasa eqd.Area �.000 0.000 . 0 ln 2 Bar ize 7 10 '1.25 In ar D ameter 0.875 �•Z� �• 5 �n o. 8fS 1� 1 IM1 raUe 5 �5 ksl 0.60 .2 1. in" Use: Mild 0.6o in"2 5- As(totat�= 2.80 In"2 A�ea Chack: a�e total= 1•82�0 Aac[uall reqd= �•a� eve opmertt_ enp - ars n ens on Davelopment len9th is based on ACI(12.2.3). Vanabies C�e��e i Center�Har Cage Bars�C nter Ba�r Units � 1 ? ? ld 3 .��' W r_ �,�--_� .'i' 9'� 1 1 1 j da 40 ��( � + K �� u,� oa i a.e i t w�� .� 1 1 1 � dn � _ dy= 0_75 O.SB 0.75 Q.88 In 4.000 4.�00 4.000 4.000 sl C+K,. pc- 60.000 60.OU0 60 000 60 OOD sl <=2.5 C dl c= 1.63 1.6� 1.91 �.50 in �Idb= 2.17 't.SB 2.50 2:50 Id= 97.1 33.5 17.1 24.9 In No1e:KVassumoaasuro_HGI t2.2.3 UseLd� 17.1 33�5 '17.1 24.9 ln Develo mont ten th-[iars wlth Hooks . Variables Ca e Bar For members subjected to axial tension: db_ p,75 In. 0.02 f� = 60400 sI � - ��b fC= 4000 Si dn '" f,� J �J. _ 'I.0 noi less than 8db or 6") �+�__.` 142 fn. ACI(12.5.2) � Use: t4.2 in. 4 � �� SHEAR 7onolnn For memtier w�jeUed fo s.�gni4canl tudal tcr�sbn; Vaie6les . O lhs. C N 1 �— � 75394 m"2 T��=2 1+SOOr�b jv1 `�b��d ew= u�oo �s� ACI(11,32.3) d= 11.2 k�. � = 0.75 Va a 222 k �1', = t6.8 k �t',!2= 0.3 k Cotn i�6sWn Fw mambers su6jeded to signlficanl axial rampression: l'd �`" V�= 1.9�+2500p, b,d 53S�b d �+SOO.f, �(41i—d) A!�—�`. 8 ACI(U.3.2.2) Variatrles (C= rj000 DSI h= 14 00 In. ew= ta.00 u,. d= ?t2 In. !�� _— 2 ze m^2 P. _ .Q760 Nu= 0 � Vu= verie5 165. Mu= varies irv@5. ' Traosvrarss RelnfOrcemunt' . Ral.IBC 1810 - It fCntanl �na als Paramotorn �g�gebrmep.' �cn� O � iKira�iv.ROi+d. 0 R. iBGfBtO (wnFn!dmNl��mm<nq Min.Helnlottodle 23 fl. . 7Tof3 �raf Par++metela -' 6ar S�za 3 dh Q.375 In /�y 0.1� In^2 60000 �7nnevino RHnfo�erment5 �sln � HN n6I21,�A,ibC�810 S<:min 6 db 0,25•D soj, so=4(min)to 6(meK)inches s mtn: 1.3 In Tnnavorca Roinforcomvnt RaGa . RaI.AC121.1!JBC1B70 variabies r�� soao 5� � � s0000 sT P.t.0� 0.01 Pr = O.12 f`— p.n.5= oos r usu p, 0-005 •:.••oom. B in notes: cwevd= 06a2 It!"3�R lar Gass 0 siles,use 12 z p, �.�oe va� 3.0 N"3llt for Gasa E,F sites use 4.0 x p, re d.Mn�� 7�� A 4.0 in t aam= 105 M� uN; 10 in Lowar 7rancvcroo Ralntprcomont sc�mkr f db 0.5'D 12 a•G�ec�eio s min a 7 in Use: No. s tkdcplraiat 9.5 In.fortap 7 fL UCo:No. S tka1� r+l�t 7.0 In.taeonam 38 tt 5 � � AG1316 Shbsr RofnF3rcln CalculaUon � ¢��f� shear Depih ¢ ✓r ¢Y l 2 Ytt case Vs reqd. Reqd. Actuat Actual �9 1 s fl. ki s Ki s kios no k[ s s Cn ,in S acin m Vs ki s v� s ki s check 0.0 17 8.3 14.30 7 0 5.� 2.00 ?3.920 55.44 72.07 4K �6 18 6 g 3 �q.21 � 0 5.& 3.50 42240 31.68 48.31 OK �,p 1g.g 8,3 13.93 1 0 5.6 3.50 42.240 31.68 aB.31 OK 1.5 16.8 8.3 '13.44 1 d 5.6 3.50 42.24D 31.68 d8,31 OK 2.0 16.6 8.3 12.77 1 0 5:6 3.50 42.240 31.88 48.31 OK 2.6 16.6 8.3 11_95 1 0 5.6 3.50 42.246 31.68 48.3� OK 3.1 16.6 8.3 11.02 i fl 5.8 3.50 42.240 31.88 A8.31 OK 3.6 18.8 8.3 i0.05 7 0 5.6 3.50 42.240 31.68 d8.31 OK 4.1 16.6 8.3 9.Q& 1 0 5.6 3.5� 42.24U 31.6f1 48.31 OK 4.6 18.6 8.3 8.10 0 0 0.0 3.50 42240 31.68 48.31 OK 5.1 t6.6 8.3 7.16 0 0 0.0 3.50 422A0 31:68 48.31 OK g.6 76.6 B.3 6.19 0 0 D.0 3.5D 42240 31.6& 48.3t OK 6.'I 16.6 8.3 5.18 0 0 0.0 3.50 �k2.2A0 31.fi8 48_3i OK 6.6 t6.6 8.3 4.13 0 0 0.0 3.50 42.240 31.66 48.37 OK 7.2 16.6 8.3 3.4a 0 0 D.4 7.04 21.i20 15.84 32.A7 OK 7.7 16.6 B_3 1.96 0 0 0.0 7.00 21-120 15.84 32.47 OK $2 t6.E 9.3 0.90 0 0 0.0 �.00 21.12Q 15� 32.47 OK 8.T t6.6 8.3 0.12 0 0 0.0 7.00 21.120 15.&1 32.47 OK 9.2 96.8 8.3 1.12 0 0 0.0 7.00 21.120 15.44 32.a7 OK q.7 16.6 $.3 2.08 0 0 0.0 7.00 21.120 15.84 32.47 OK ip,2 16.6 8.3 3.4D 0 0 �:0 7.OD 21.120 15.84 32.47 OK 10.7 16.6 D.3 3.84 0 0 0.0 7_QO 21•720 15.84 32.47 OK 112 �g.g g,3 A.58 0 Q 0.4 7.OQ 21.120 15.84 32.47 OK 11,8 16.6 8.3 5.13 Q 0 0_0 7_00 21.12Q 15.&► 32.47 OK �Z g qg,g g,3 5.06 0 0 0.0 7.00 21.120 15.64 32.47 OK 12.8 16.8 8.3 a.� 0 0 0.0 i.QD 21.120 15.84 32.47 OK 13.3 16.6 8.3 3.76 0 0 0.0 7.QD 31.120 75.8d 32.47 OK 19,g 18.6 8.3 3.06 0 0 0.0 7.00 21.120 15.64 324� OK 14.3 16.6 8.3 2.36 0 0 0.0 7.OQ 21_120 15.84 32.47 OK 14.8 16.6 8.3 1.89 0 0 0.0 7.00 2i.120 16:84 32.47 OK 15.3 16.6 B_3 1.QS 0 0 0:0 7,00 21.12D 15.84 32.47 OK 15.8 16.6 8.3 0.47 0 0 O.P 7.00 21.920 15.8A 32.47 OK 16.4 18.6 8.3 O.Oi 0 0 0.0 7.U0 21.i20 15.94 32.47 OK 76.9 18.6 8.3 0.25 0 0 O.Q 7.00 21.12U 15.84 32.47 OK 17.4 16.6 8.3 d.35 0 0 0.0 7.00 21.120 15.84 32.47 �K 17.9 16.6 8.3 0.3B 0 0 0.0 7�0 21.129 15.84 32.47 OK 18.4 16.6 B.3 D_31 0 0 0.0 7.OU 21.520 75.84 32.47 OK 18.9 16.6 8.3 0.24 0 0 0.0 7.00 21.120 15.84 32.47 OK 19.4 16.6 8.3 0.17 0 0 0.0 7.00 21.120 15.84 32.47 OK ti 9.g 16.6 8.3 0.11 0 0 0.0 7.00 21.120 15.BA 32.47 OK 20.4 i6.6 B.3 0.06 0 D D.0 7.00 2t_120 15.84 32-47 aK 21.0 16.6 8_3 0.02 0 0 OA 7.00 21.12D 1b,84 32.47 OK 21,5 16.6 8.3 0.00 0 0 0.0 7.00 21-120 15.84 32.47 OK 22.0 t6.8 8.3 0.01 0 0 0.0 7.00 21.120 15.84 32.a7 �K 22.5 16.6 8.3 0.02 0 0 0.0 7.00 21.120 15.84 3247 OK 23.0 '16.6 8.3 0.02 0 0 U.0 7.00 21•i20 15. 4 32.47 OK 23.5 16.6 6.3 O.Q1 0 0 0.0 7.00 2t.120 15.84 32.47 OK 24.0 16.6 B.3 0.01 0 0 0.0 7.00 21.120 15.8d 32.47 OK 2d.5 18.6 8.3 0.01 0 0 0.0 7.Q0 27.120 15.84 32.47 OK 25.0 18.8 6.3 0.00 0 0 0.0 7.�0 21.120 15.84 32 47 OK 25.6 t6.6 8.3 O.W 0 � 0.0 7.00 27.120 15.84 32.41 OK 26.i 16.6 8.3 0.00 U 0 0.0 7.0� 21.120 �5.8h 32.47 OK 26.6 'i6.6 8.3 0.00 0 0 0.0 7.00 21.120 15.84 32.47 OK 27.1 16.6 B.3 0.00 0 0 0.0 7.00 21.'120 f 5.84 32,47 OK 27.fi 16.8 8.3 0.00 0 4 0.0 7.OD 21.120 15.R4 32.47 OK 28.1 18.6 8.3 U.00 0 0 0.0 7.00 21.12� 15.84 32.47 OK 28.6 16.6 8.3 0.00 0 D 0.0 7.00 21.t20 15.84 32_47 OK 29.1 18.6 6.3 0.00 0 Q 0.9 7.00 2'1.120 15.84 32.47 OK 6 � � 600 (Pmax) (Pmax) � � y � -�-x � Q fs=o fs= fs={ 14 in diam. fs=0.5fy � Cotfe:ACi 316-02 Units:ErtglksM Run axis:About X-axi� Run optiott:�nve�tigation Stendernsss;Not considered - �atumn type:Structu�l 60 6ars:ASTM A676 -60 Mx(k-ft) Date:O7/16112 �irrse: 13:26:�2 (Pmin) � (Pmin) -200 ..spColumn v4.S0.Llaensed to:Mortls Shea Bridge Co„License tD:59Q14-1029798-4�84CD-2B�1G F'da: D:ldatalspColumnlGtradeau PL14.ca1 i�roJecr Cape Girardeau Calumn:Plles Engineer.RCS �c=5 ksi fy =60 ksI Ag=153.938 in^2 5#6 bars Ec=403'1 ksi Es=29000 ksi As =2.20 in"2 rho = '1.43% fc=4,�5 ks� Xo =0.00 in tx=1885.74 in^4 _ . .,.....,�_,r_ ,. .. ..,. � � � r Licensed to: Morris Shea Bridge Co. . License ID: 59019-1029796-4-284CD-289CD D:\data�spColumn\Giradeau PL19.co1 000000 ° 00 00 00 00000 000000 00 00000 ov o0 00 0 0000000000 0 00000 00 0 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00000 00 00 00 00 00 00 00 00 00 00 00 00 00 00 000000 00 00 00 00 00 00 00 00 00 00 00 0 00 00 00 00 00 00 00 0 00 00 00 00 00 00 00 000co 00 000000 00000 000 00000 0 00 00 00 00 00 '-__--_-_�_______-�a�-�se=====aa=�L__`�spColumn v9.60'lTM) Cornputer proqram for the Strength Design of Reinforced Concrete Sections Copyright O 1988-2010, STRUCTUREPOINT, LLC. All rights reserved _ _ _ ___ �__�__Y^_ --___�---===—��.r==—�=_��=_=_�_=----=�_�___= -- — �icensee stated above acknowledges that STRUGTUREPOINT (SP} is not and cannot be responsible the accuracy or adequac}r ot the material supplied as input £or processing by the spColum program. Fu�Lhermare, STRUCTUR�POI�7T neither makes any warranty Ar.pressed nor implied vfith resp correctness of the output prepared by the spCalumn progr3m. �lttiough STRUCTGREPOINT has en produce spCol.umn error free the program is noti and cannot be certified infallible. The fina resgonsibility for analysis, design and enginee=ing documents is the licensee's. A STRUCTURc^.POINT disalaims all responsibility in contract, negligence or other tort for any analy or engineering docvments prepared in connecCion with the use of the spColumn program. � � Licensed to: Morris Shea Bridge Co. . I,icense TD: 59014-1029796-4-289CD-289CD D:�data�spColumn\Giradeau PL14.co1 General In£ormati.on: � File Name: D:�data\spColumn\Giradeau PL19.co1 Project: Cape Girardeau Engineer: RCS Columq: Piles �nits: Enqlish Code: ACI 318-02 Run Optionr Investig>tion Slenderness: Not considered Run Axis: X-axis Co3umn Type: Struciural Material Properties: f'c = S�ksi J Sy = 60 ksi Ec = 903D.51 ksi ES = 29000 ksi Ultimate strain = 0.003 �n/�n Batal = 0.8 Section: Circular: Diametez = ]4 in Gross section area, P.g = 153.938 in^2 Iy ` 1BB5 �q in^4 Zx = 1885.74 in^9 ry � 3.5 in rx = 3.5 in yo � 0 in xo = 0 in Reinforcement: _-=�=s��=-� J Bar Set: ASTM A615 Sa.ze Diam (in) Area (.zn^2) Size Diam (in) P.rea_{in`2) 5ize Diam_(in� Asea_(in^2) ---- -�------ ____- -------a'11 # �1 0.50 0.20 � 5 0.63 0.31 � 3 r r 0.38 0.60 # 8 J..00 0-79 � 6 0.75 0.99 �E 7 0.88 g 9 1.13 1.00 ,� 14 1.27 4.00 # 11 1.41 1.56 # 1� 1.69 2.25 # 18 2.�6 Confinement: Tied; #3 ties :�ith {�10 bars, #� with larger bars• phi(a) = 0.6, phi(b} = 0.9, phi(c) = 0.65 Layout: Cir�ular Pattern: All Sides Equal (Cover to transverse reinforcementl Total steel area: As = 2-20 in^2 at rho � 1.43�5 Minimum clear spacing = 3.07 in 5 #6 Cover = 3 in Factorsd Loads and Moments with Corresponding CapaciL•ies_ - --x ---�___�_=_ - � � ^ pU Mux PhiMnr. P11iN,n/Mu NA dep�n Dt dep�� eps_t Phi No. kip k-ft k-ft ______ ______.._ _�_�- --------- -------- -_�_--�_- --------- -y� ---�--170 00 Y--- 53.00 5?.93 1.68�i 7.29 9.63 0.0�122 0.6 *** End of output �*# � "� Giradeau 14in --------------------=_________—______==�__=__=_____ Pile Plus for windows, Version 2012-06.030 Analysis of zndividual Piles and nrilled shafts subjected to �aceral l.oading using the p-y Method 9 1985-2012 by Ensoft, �nc. All Rights Reserved This copy of LPiie is licensed to: R. Stone SBE Serial Number of security oevice: 358616610 Company Name stored in Security �evice: sBe, LLC ------------------------- ------------------------- Files Used for Analysis ------------------------------------------------------- Path to file locations: o:\data\�pile\work v6\ Name of input data file: �iradeau 14in.lp6d Name of output report,file: Giradeau 14in.lp6o Name of plot.output fi1e: Giradeau 14in.lp6p Name of runtime messeage file: Giradeau 14in.lp6r ----------------------- -----------------------__ �ate and Time of a.nalysis --------------------------------------------------------- oate: 7uly 18, 2012 Time: 18:16:54 -------------------- -------------------------- r Problem Title CaQe Girardeau WWTP �ob Number: client: Engineer: oescription: Full �ength cage ------------------------__--------------Page-i- � �� iradeau 14in Program options --------------------—-----------------------l---___---------------------------- Engineering units are U5 Customary Units: pounds, inches, feet easic Program options: This analysis computes pile response to lateral loading and will compute noniinear moment-curvature and nominal moment capacity for section types with nonlinear properties. Computation Opfiions: - Analysis does not use p-y multipliers (individual pile or shafti only) - Analysis assumes no shear resistance at pile tip - �nalysis for fixed-7eng�h pile or shaft only - No computation of foundat7on stiffness matrix values - Report,pile response for fu11 len�th of pile - Analysis assumes no loading by soil movements acting on.pile - No p-y curves to be computed and reported for user-specSfied depths Solution Control Parameters: - Number of pile increments = 90 - Maximum number of iterations allowed = 200 - oeflection tolerance for convergence = 1.0000E-05 in - Maximum allowable deflection = 100.0000 in Pile Response output options: - values ofi pile-head deflection. bending moment, shear force, and soil reaction are printed for full length of pile. - Printing zncrement (nodal spacing of output points) = 1 -------------------------------------------------------------------------------- Pile StruCtural Properties and Geometry -------------------------------------------------------------------------------- Total Number of sections = 1 Total Pile Length = 46.00 ft oepth of ground surface below top of piie = 0.00 ft Pile dimensions used for p-y curve computations defined using 2 points. p-y curves are computed using values of pile diarneter interpolated over the iength of the pile. Point �epth Pile X Diameter ft in ----- --------- ----------- 1 0.00000 14.0000000 2 46.0OOOOQ 14.0000000 Ynput 5tructural Properties: Pile 5ection No. 1: section Type = �rilled shaft (Bored Pile) section �ength = 46.00000000 ft Section �iameter = 14.00000000 in Page 2 � `� � Giradeau 14in ---------------------------------- -------------------------------- - Ground slope and Pile eatter Angles ---------------------------------------------------------- Ground slope Angle = 0.000 degrees = 0.000 radians Pile Batter Angle = 0.000 degrees - 0.000 radians ------ --___---_ ------------------------------- ! �5oi1 and Rock �ayering Ynformation The soil profile is modelled using 4 layers �ayer 1 is sand, p-y criteria by rteese et al. , 1974 oistance from top of pile to top of layer z 0.0000 ft Distance from top.of pile to bottom of layer - 8.00000 ft 6ffective unit weight at top of layer - 58.00000 pcf Effective unit weight at bottom of layer - 58.00000 pcf Friction angle at top of layer - 34.OQ000 deg. Friction angle at bottom of layer _ 34.00000 deg. Subgrade k at top of layer _ 70.00000 pci Subgrade k at bottom of layer - 70.00000 pci Layer 2 is stiff clay without free water oistance from top of pile to top of layer = 8.00000 ft �istance from top.of pile to bottom of layer - 2Z•00000 ft E�Ffiective unit weight at top of layer = 58.00000 pcf Effective unit weight at bottom of layer = 58.00�00 pcf Undrained cohesion at top of layer = 700.00000 psi undrained cohesion at bottorn of layer - 1000.00000 psi Epsilon-50 at top of layer _ 0.0000 Epsilon-50 at bottom of layer - 0.0000 NOTE: lnternal default values for epsilon-50 will be computed for the above soil layer. �ayer 3 is stiff clay without free water �istance from top of pile to top of layer = 22.00000 ft oistance from top,of pile to bottom of layer = 45.00ODO ft Etfective unit weight at top of layer = 58.00040 pcf Effective unit weight at bottom of layer = 58.00000 pcf Undrained cohesian at top of layer = 1500.00000 psi Undrained cohesion at bottom of layer - 4000.00000 psi Epsilon-50 at top of layer = 0.0000 Epsilon-50 at bottom of layer - O.00DO NOTE: znternal default values for epsilon-50 will be computed for the abo�e soil layer. page 3 € � � Giradeau 14in �aysr 4 is strong rock (vuggy limestone) Distance �From top of pile to top of layer = 45.00000 ft D7stance from tap.of pile to bottom of layer• = 46.00000 ft Effective unit tveight at top of layer = 75.00000 pcf Effective unit tiveight at bottom of layer = 75.00000 pcf Uniaxial compressive strength at top of layer = 2400.00000 psi Uniaxial compress�ve strength at bottom Qf layer - z000.00000 psi (�epth of lowest soi1 layer extends 0.00 ft below pile tip) ----------------------- -------------------------- summary of soil Properties --------------------------------------------------------------------------------- Layer Layer Effective undrained Angle o� Uniaxial RQo % strain Rock Mass zn-situ In-situ Elastic �aXer Soil Type Depth Unit Wt. cohesion Fr�ction qu or Factor 7 kpy Rock E,nass krm Test Test subgrade Num. (p-y.curve Criteria) ft pcf psf deg. psi G5I Epsi'lon SQ Factor pci psi rype Property Mod. pci ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- 1 sand (rteese, et al.) 0.00 58.000 -- 34.000 -- -- -- -- 70.000 -- ' � 8.Q00 58.000 -- 34.000 -- -- -- -- 70.000 -- Z stiff clay w/o Free water 8.000 58.000 700.000_^ __ __ -- default -- -- 2Z.000 58.000 1000.000 __ __ __ default -- -- -- 3 Stiff clay w/o Free Water 22.000 58.000 1500.000 __ __ -- default -- -- -- 45.000 58.00Q 4000.000 __ __ -- default -- -- " 4 vuggy Limestone ^45.�D0 u 75.000__ -- _^ .-- 2aoo.000 -- -- - � 46.000 75.000 -- -- 2000.000 -- -- '- -� " -------------------------------------------------------- �oading 7ype --------------------------------------------------------------------------- - Page 4 � �� iradeau 14in Static loading criteria were used when computing p-y curves for all analyses. ---------- --------------------------------------------------- Pile-head Loading and Pile-head Fixity conditions Number of loads specified = 1 Load �oad Condition Condition Axial Thrust No. �ype 1 2 Force, lbs ----------------------- ---------------- �1 r2� v = 10000.00000 lbs 5 = 0.0000 in/i� 120000. v = perpendicular shear force a��lied to pile head M = bendi ng aiornent appl i ed to pi�e head y � lateral deflection re1ative to pile axis s = pile slope relative to original pile batter angle R = rotational stiffness app7ie to pile.head .4xia1 thrust is assumed to be acting axially for all pile batter angles. --------------------------------------------------------------------------------- ____Computations_of^Nominal^Moment capacity_and^Nonlinear_Bending_Stiffness_^_r_ Axial thrust force values were determined from pile-head loading conditions Number of Pile Sections Analyzed = 1 Pile 5ection No. 1: Dimensions and Properties of Drilled Shaft: Length of Se'ction = 46.00000000 ft shaft Diameter = 14.00000000 in Concrete Cover Thickness = 3.37500000 in Number of Reinforcinq Bars = 5 bars Yield 5tress of Reintorcing.ears = 60.00000000 ksi Modulus of Elasticity of Reinforcing sars = 29000. ksi Gross Area of shaft = 153.93804003 sq. in. Total Area of Reinforcing Steel = 2.20000000 sq. in. Area Ratio of Steel Reinforcement - 1.43 percent Edge-to-Edge Bar spacing = 3.07060414 in Rebar offset = 0.0000000 in Axial Structural capacities: Nom. Axial structural Capacity = 0.85 Fc Ac + Fy As = 776.887 kips Tensile �oad for cracking of Concrete = -77.653 kips Nominal Axial Tensile capacity - -132.000 kips Reinforcing Bar Dimensions and Positions Used in Computations: Bar Bar Diam. Bar Area X Y Number inches sq. in. inches inches__ ---------- ------ ^ 1 r� 0.75000 0 44000 3.25000 0.00000 Page 5 � � Giradeau 14in 2 0.75000 0.44000 1.00431 3.09093 3 d.75000 0.44000 -2.62931 1.91030 4 0.75040 0.44000 -2.62931 -1.91030 5 Q.7500d 0.44000 1.00437. -3.09093 Concrete Properties: Compressive Strength of Concrete - 5.00000000 ksi Modulus of Elasticity of concrete = 4030.50865276 ksi Modulus of rtupture of Concrete = -0.53033007 ksi Compression 5train at Peak Stress = 0.00210892 Tenslle strain at Fracture of Concrete = -0.00011498 Maximum Coarse Aggregate Size = 0.75000000 in Number of Axial 7hrust Force values �etermined from Pile-head Loadings = 1 Number Axial Thrust Force kips ------ ------------------ 1 izo.000 oefinitions af rtun Messages and Notes: c = concrete in section has cracked in tension. Y = stress in reinforcing steel has reached yield stress. T = ACI 318-08 criteria for tension-controlled section met, tensile strain in reinforcement exceeds 0.005 while simultaneously compressive strain in concrete more than than 0.003. see A�i 318-OS 5ection 10.3.4. z = depth of tensile zone in concrete section is �ess than J.0 percent of section depth. Bending stiffness �EI) = computed sending Moment / Curvature. Position of neutral axis is measured from edge,of compression side of pile. �ompressive stresses and strains are positive in sign. Tensile stresses and strains are negative in sign. Axial Thrust Force = 120.000 kips sending eending aending Depth to Max Comp Max Tens Max Concrete Max Steel Run curvature Moment stiffness N axis strain strain stress stress Msg rad/in. in-kip kip-in2 in in/in in/in ksi ksi ------------- ------------- ------------- ------------- ------------- ------------- ------------- ------------- --- O.O0OOO1Z50 10.7039130 8563130. 133.9475790 0.0001674 0.0001499 0.76Z0378 4.8530622 O.00DOOZ500 Z1.4012098 8560484. 70.4791795 0.0001762 0.0001412 0.7998282 5.1.046655 0.000003750 3z.0982224 8559526. 49.3254545 0.0001850 0.4001325 0.8374884 5.3565307 0.000005000 42.7948081 8558962. 38.75039B2 0.0001938 0.0001238 0.875Q179 5.6086578 0.000006Z50 53.4908241 8558532. 32.4068094 0.0002025 0,0001150 0.9124162 5.8610467 Page 6 � � Giradeau 14in 0.000007500 64.1861277 8558150. 28.1789545 0.0002113 0.0001063 0.9496827 6.1136976 D.000008750 74.$805762 8557780. 25.1600903 0.0002202 0.0000977 0.9868170 6.3666104 0.0000100 85.5740267 8557403. 22.8968456 0.0002290 0.0000890 1.0238184 6.6197852 0.0000113 96.2663365 8557008. 21.1373471 0.0002378 0.0000803 1.0606864 6.87322Z0 0.0000125 106.95736Z8 8556589. 19.7304711 0.0002466 0.0000716 1.0974z06 7.126920$ 0.0000138 117.6469627 8556143. 18.5800479 0.0002555 0.0000630 1.1340204 7.3808817 0.0000150 128.3349934 8555666. 17.6219644 0.0002643 0.0000543 1.1704853 7.6351Q46 0.0000163 139.0213119 8555158. 16.8118346 0.0002732 0.0000457 1.2068147 7.8895896 0.0000175 149.7057753 8554616. 16.1179542 0.0002821 0.0000371 1.2430082 8.1443368 0.0000188 160.388Z406 8554039. 15.5170734 O.00OZ909 0.0000284 1.2790651 8.3993462 0.0040z00 171.0685648 8553428. 14.9917549 0.0002998 0.0000198 1.3149849 8.6546179 0.0000213 181.746604$ 8552781. 14.5286641 0.0003087 0.0000112 1.3507672 8.9101518 0.0000225 19Z.4222175 8552099. 14.1174300 0.0003176 0.000002642 1.3864114 9.1659482 0.0000238 203.0951805 8551376. 13.7498640 0.0003266 -0.000005941 1.4219169 9.4220464 O.00OU250 Z13.7639826 8550559. 13.41940�48 0.0003355 -0.0000145 1.4572820 9.6783185 0.0000263 224.4256995 8549550. 13.1207285 0.0003444 -0,0000231 1.4925038 9.9348672 0.0000275 235.0772617 8546264. 12.8494775 0.0003534 -0.00003J.6 1.5275794 10.1916334 0.0000288 z45.7158463 8546638. 12.6020522 0.0003623 -0.0000402 1.5625057 10.4485986 0.0000300 Z56.33B9667 8544632. 12.3754549 0.0003713 -0.0000487 1.5972800 10.7057458 0.0000313 266.9444558 8542223. 12.1671692 0.0003802 -�.0000573 1.6316998 10.9630597 0,0000325 277.5344828 8539399. 11.9750678 0.0003892 -0.0000658 1.6663631 11.z205265 Q.flOD0338 28B.095469b 8536162. 11.7973400 0.0003982 -0.0000743 1.7006678 11.4781341 0.000035Q 298.6380516 8532516. 11.6324350 0.0004071 -0.0000829 1.7348123 11.7358716 0.0000363 309.J.570855 852847].. 11.4790173 0.0004161 -0.0000914 1.7687950 11.9937295 0.0000375 319.6515855 6524042. 11.3359303 0.000425Z -0.0004999 1.8026146 12.2516993 0.0000388 330.1207034 8519244. 11.2021677 a.0004341 -0.0001084 1.8362698 12.5097735 0.0000400 330.1207034 8253018. 10.6641756 0.0004346 -0.0001254 1.8377615 12.5212438 C 0.0000413 330.1207034 8002926. 10.7223662 0.0004423 -0.0001352 1.8665177 12.7428932 c 0.00004Z5 330.1207034 7767546. 10.5872540 0.0004500 -0.0001450 1.8948813 12.9625156 C 0.0000438 330.1207034 7545616. 10.4583324 0.0004576 -0.0001549 1.922867U 13.1801968 C 0.0000450 330.�207034 73360J.6. 10.3351898 0.0004651 -0.0001649 1.9504955 13.3960728 C 0.0000463 334.2190861 7226359. 10.2174744 0.0004726 -0.0001749 aage 7 � `� Giradeau 14in 1.9777899 13.6103002 c 0.0000475 339.2040969 7141139. 10.1048619 0.0004800 -0.0001850 2.0047710 13.8230225 C 0.0000468 344.0611600 7057665. 9.9970590 0.0004874 -0.0001951 2.0314593 14.0343798 C 0.0000513 353.3405853 6894450. 9.7939034 0.0005019 -0.0002156 2.0838602 14.4521516 C 0.0000538 362.1806108 6738244. 9.6063945 0.0005163 -0.0002362 z.1351673 14.8648551 C 0.0000563 370.5680571 6587877. 9.4321450 O.Q005306 -0.0002569 2.1853370 15.2719990 c 0.0000588 378.5549039 6443488. 9.2697132 0.0005446 -0.0002779 2.2344395 15.6740116 C 0.0000613 386.2060624 6305405. 9.118Q504 0.0005585 -0.0002990 2.2825767 16.0715996 c 0.0000638 393.5596980 6173485. 8.9760931 0.0005722 -0.0003203 2.3z98076 16.4651399 c 0.0000663 400.6469543 6047501. 8.8429041 0.0005858 -O.OQ03417 2.3761$17 16.8549422 C 0.0000688 407.4956210 5927209. 8.7176756 0.0005993 -0.0003632 2.4217456 17.2413035 � 0.0000713 414.1313881 5812370. 8.5997174 0.0006127 -0.0003846� 2.4665454 17.6245268 C 0.0000738 420.5395114 5702231. 8.468Q837 0.0006260 -0.4004065 2.5105398 18.0041767 c 0.0000763 426.7423673 5596621. 8.38Z2593 0.0006391 -0.0004284 2.55376fi8 18.3804834 C 0.0000788 432.7874243 5495713. 8.2820495 0.0006522 -0.0404503 2.5963293 18.7542683 c 0.0000813 438.6994767 5399378. 8.1871297 0.0006652 -Q.0004723 2.63B2860 19.1259870 c 0.0000838 444.39677Z4 5306230. 8.0962394 0.0006781 -0.0004944 2,6794305 19.4937291 c 0.0000863 449.9896523 5217271. 8.0099418 0.0006909 -0.000516b 2.7200266 19.8597796 C 0.0000888 455.4651065 5132001. 7.9277276 0.0007036 -4.0005389 2.7600452 20.2238266 C 0.0000913 460.7838244 5049666. 7.848B503 0.0007162 -0.0005613 2.799374� 20.5847B28 c 0.0000938 466.0491600 4971191. 7.773955B 0.0007288 -0.0005837 2.838Z894 20.9451301 C 0.0000963 471.1368971 48949z9. 7.7015761 0.0007413 -0.0006062 2.B764482 21.3016369 � 0.0000988 476.2036877 4822316. 7.6329112 0.0007537 -0.0006Z$8 2.91428Z4 21.6582871 C 0.0001013 481.1016240 4751621. 7.5663189 0.0007661 -0.0006514 2.9513714 22.0110667 c 0.0001038 485.96Iz708 4684157. 7.5029967 0.0007784 -0.0006741 2.9861467 22.3640292 C 0.0001063 490.7284113 4618620. 7.4416471 0.0007907 -0.0006968 3.0242699 22.7138878 C 0.0001085 495.4321202 4555698. 7.38Z9385 0.00080Z9 -0.0007�96 3.0600081 23.0631$00 C 0,0001113 SOQ.0561095 4494976. 7.3264264 0.0008151 -0.0007424 3.0952762 23.411Q459 C 6.0001138 504.6072441 4436108. 7.27�7478 0.000B272 -0.0007653 3.1300063 23.7567660 C O.00Olx63 509.1377766 4379680. 7.2195275 0.0008393 -0.000788Z 3.1644523 24.1028448 C 0.0001188 513.5545660 4324670. 7.1686352 0.0008513 -0.0008112 3.1982838 24.4459252 C 0.0001213 517.9372274 4271647. 7.1197212 0.0008633 -0.0008342 3.2317595 24.7885826 C Page 8 � � Giradeau 14in 0.0001238 522.3095051 4220683. 7.0728815 0.0008753 -0.0008572 3.264955Z 25.1315913 C 0.0001263 526.5629479 417Q796. 7.0269601 0.0008872 -0.0008803 3.2975090 25.4711704 c 0.0001288 530.7990082 4122711. 6.9828461 0.0008990 -0.0009035 3.3297631 -25.9389353 C 0.0001313 535.0249094 4076380. 6.9405033 0.0009109 -0.0009266 3.3617410 -26.6037716 C 0.0001338 539.1616991 4031116. 6.8990701 0.0009228 -0.0009497 3.3931678 -27.2712190 c 0.0001363 543.z616478 3987241. 6.8589877 0.0009345 -0.0009730 3.4242286 -z7.9393368 c 0.0001388 547.3516700 3944877. 5.8204339 0.0009463 -0.0009962 3.4550171 -28.6071162 C 0.0001413 551.4139762 3903816. 6.7631528 0.0009581 -0.0010194 3.4854679 -29.2752724 C 0.0001438 555.3871180 3863563. 6.7464600 0.0009698 -0.0010427 3.5153600 -29.9462985 C 0.0001463 559.3505727 3824619. 6.7111395 0.0009815 -0.0010660 3.5449834 -30.6169918 C 0.0001488 563.304Z865 3786920. 6.6770642 0.0009932 -0.0010893 3.5743375 -31.2873513 C 0.0001588 578.7361935 364558z. 6.5494903 0.0010397 -0.0011828 3.6879894 -33.9780z18 c 0.0001688 593.7247510 3518369. 6.4353280 0.0010860 -0.0012765 3.7962506 -35.6770510 C 0.0001788 608.3451391 3403329. 6.332B379 O.Q01132Q -0.0013705 3.8994130 -39.3817884 C O.00Q1888 622.6347fi41 3298727. 6.2404050 0.0011779 -0.0014646 3.99�6329 -42.0909199 c 0.0001988 636.5543567 3202789. 6.1559254 0.0012235 -0.0015590 4.090721X -44.8078229 C 0.0002088 650.2675960 3115054. 6.0797915 0.0012692 -0.0016533 4.1793748 -47.5231940 C 0.0002188 663.6482604 30338z1. 6.0095155 0.0013146 -0.0017479 4.2630429 -50.2455732 c 0.0002288 676.8716525 2959002. 5.946�584 0.0013602 -O.Q018423 4.3424789 -52.9634717 C 0.0002388 669.7799666 2889131. 5.8868607 0.0014055 -0.001937� 4.4169778 -55.6886852 C 0.0002488 702.54Z7134 2824292. 5.8331781 0.0014510 -O.00Z0315 4,4872841 -58.4084480 C O.00Q2588 715.0795496 2763592. 5.7834716 0.0014965 -0.0021260 4.5530111 -60.0000000 CY 0.0002688 727.4026294 2706614. 5.7374269 0.0015419 -0.0022206 4.614218Z -60.0000000 CY 0.000278$ 739.5771754 2653192. 5.6953933 0.0015876 -0.0023149 4.6711605 -60.0000000 CY 0.0002888 751.5618607 2602812. 5.6564784 0.0016333 -0.002409Z 4.7236250 -60.0000000 CY 0.0002988 763.3242865 2555060. 5.6199746 0.0016790 -0.0025035 4.7714741 -60.0000000 cY 0.0003088 774.9344911 2509909. 5.5865135 0.0017248 -0.0025977 4.8149694 -60.0000000 CY 0.0003188 786.3892400 2467103. 5.5558229 0.0017709 -0.0026916 4.8540507 -60.0000000 CY 0.0003288 797.6787287 2426399• 5.5275711 0.0018172 -0.0027853 4.8886343 -60.000000� CY 0.0003388 848.7404949 2387426. 5.5006914 0.0018634 -0.002879 4.9184879 -60.00OOOOQ CY 0.0003488 819.6416652 2350227. 5.4760149 0.0019098 -0.0029727 4.9438088 -60.0000000 CY 0.0003588 830.3785604 23146page 9 5.4533731 0.0019564 -0.0030661 � ` � Giradeau 14in 4.9645282 -60.0000000 Cv 0.0003688 840.9473475 2280535. 5.4326169 0.0�20033 -D.0031592 4.9805745 -60.0000000 cY 0.0003788 851.3440287 2247773. 5.4136132 0.0020504 -0.0032521 4.9918734 -60.0000000 CY 0.0003888 861.5644304 2216243. 5.3962439 0.0020978 -0.0033447 4.9983476 60,OOQ0000 CY O.Od03988 871.5782815 2185776. 5.3800053 0.0021453 -0.0034372 4.9974768 60.0�00000 CY 0.0604088 $81.3719758 215626Z. 5.3650095 0.0021929 -0.0035296 4.9999963 60.00OOD00 cY 0.0004188 890.6128161 2126837. 5.3507815 0.0022406 -O.OD36219 4.9997525 60.0000000 CY 0.0004288 898.8852240 2096525. 5.3362984 0.0022879 -0.0037146 4.99897.51 60.0000000 cY 0.0004388 906.1682194 2065341. 5.3213886 O.00z3348 -0.0038077 4,9971252 60.0000000 CY 0.0004488 912.5371840 2033509. 5.3061643 0.0023811 -0.0039014 4.9998764 60.0000000 CY 0.0004588 91B.1537006 2001425. 5.2909134 0.0024272 -0.0039953 4.9986271 60.0000000 CY 0.0004688 923.2974970 1969701. 5.2760674 0.0024732 -0.0040893 4.9985346 60.0000000 CY 0.0004788 928.1545836 1938704. 5.2621455 0.0025193 -0.0041832 4.9992790 60.0000000 CY 0.0004888 932.8916690 1908730. 5.2492416 0.0025656 -0.0042769 4.9964067 60.0000000 �Y 0.0004988 937.4652708 1879630. 5.2368083 0.002613.9 -0.0043706 4.9995162 60.0000000 CY 0.0005088 941.9111857 1851422. 5.2253212 0.0026584 -0.0044641 4.9964813 60.00OQ000 CY 0.0005188 946.1865453 1823974. 5.2146410 O.00Z7051 -0.0045574 4.9994979 60.0000000 c'r 0.0005288 950.0891190 1796859. 5.2041180 0.0027517 -0.0046508 , 4.9958885 60.0000000 CY 0.0005388 953.7J.$1453 1770242. 5.1940255 0.0027983 -0.0047442 4.9991700 60.0000000 CY 0.0005488 956.7454282 1743500. 5.1832709 0.0028443 -0.0048382 4.9975308 60.0000000 CY 0.0006088 968.2191954 1590504. 5.1201597 0.0�31169 -0.0054056 4.9963049 60.0000000 cv 0.0006688 974.4923875 1457185. 5.0672523 0.0033887 -0.0059738 4.9932036 60.0000000 c�rr 0.00072B8 979.2164393 1343693. 5.0304987 0.0036660 -0.0065365 4.9993347 60.00OOOOQ crr 0.0007888 979.2164393 1241479. 5.0419041 0.0039768 -0.0070657 4.9953156 60.0000000 CYT _^_summary of_Results_for_Nominal^CUnfactored)_Moment capacity_for_section 1____ Momenz values interpoiated at maximum compressive strain = 0.003 or maximum developed mornent if pile fails at smaller strains. Lqad Axial 7h�ust Nominal Mom. Cap. Max. Comp. No. kips in-kip _ strain ---------------- ----------------- -�---------- �x 120.000 963.299 0.00300000 Note note that the values of moment capacity, in the table above are not factored bv a strenath reduction factorPage�10 actor). � � Giradeau 14in In A[T 318-�8, the value of the strength reduction factor depends on whether the transverse reinforcing steel bars are spirals or tied hoops. The above values should be multiplied by the appropriate strength reduction factor to compute ultimate moment capac�ty according to.a,Cl 318-08, Section g,3,2,2 vr the value required by the design standard be�ng followed. -------------------------------------------- ^� ! computed Values of Pile �oading and �eflec�ion for �.ateral �oading for �oad Case Number 1 Pile-head conditions are Shear and Pile-head ttotation (�oading Type 2) shear force at pile head = 10000.000 lbs Rotation of pile head = O.O00E+00 radians Axial load at pile head = 120000.000 lbs (2ero slope for this load indicates fixed-head conditions) aepth Deflect. Bending Shear Slope Total eending Soil Res. soil spr. �istrib. x y Moment Force 5 Stress Stiffness p Es*h Lat. Load inches inches in-lbs lbs radians psi{° lb-in�2 lb/in lb/inch lb/inch ---------- ---------- ---------- ---------- ---------- ------- '0.00 Y0.1345 -446239. 10000.0000 0.000 0.000 6.331E+09 0.000 0.000 0.000 6.133 0.1332 -384746. 9937.2600 -0.000403 0.000 6.331E+09 -20.458T 942.1993 0.000 12.267 0.1296 -323749. 9739.Z927 -0.000746 0.000 6.331E+09 -44.0958 2087.3869 0.000 18.400 Q.1240 -264180. 9399.2071 -0.000997 0.000 8.543E+09 -66.8016 3303.3486 0.000 24.533 0.1173 -206984. 8930.0699 -0.001166 0.000 8.551E+09 -86.1714 4504.4586 0.000 3U.667 0.1097 -152921. 8356.2525 -0.001295 O.d00 8.554E+09 -100.9495 5642.9147 0.000 3&.800 0.1014 -102574. 7709.5362 -0.001387 0.000 8.557E+09 -109.9362 6646.9525 0.000 42.933 0.0927 -56309. 70Z7.0419 -0.001444 0.000 8.558E+09 -112.6163 7450.3598 0.000 49.067 0.0837 -14250. 6334.1537 -0.001469 0.000 8.562E+09 -113.3255 8301.3802 0.000 55.200 �.0747 23553. 5664.0973 -0.0�1466 0.0�0 8.560E+09 -105.1712 8636.8329 0.000 61.333 0.0657 57387. 5006.5976 -O.00ld37 0.000 8.558E+09 -109.2309 10190. 0.000 67.457 0.0571 87082. 43Z5.5302 -0.001385 0.000 8.557E+49 -112.8563 12131. 0.000 73.600 0.0488 112486. 3620.0637 -0.001314 0.000 8.556F+09 -117.1872 14742. 0.000 79.733 0.0409 13342Z. 2886.8030 -0.001225 0.000 8.555E+09 -121.9196 18262. 0.000 85.867 0.0337 149702. Z132.3356 -0.001124 0.000 8.555E+09 -124.1024 22571. 0.000 92.000 0.0272 161Z33. 137Z.Page ��0.001013 0.000 8.554e+09 � � �iradeau 14in -123.5353 27899. 0.000 98.133 0.0213 168033. 632.6171 -0.000894 0.000 8.554E+09 -117.8656 33935. 0.000 104.267 0.0162 170310. -83.6412 -0.000773 0.000 6.553E+09 -115.6969 43840. Q.000 110.400 O.OX18 168145. -782.7497 -0.000652 0.000 8.554E+09 -112.2733 58265. 0.000 116.533 0.008191 161668. -145&.3723 -O.00Q534 0.000 8.554E+09 -107.3863 80414. 0.000 122.667 0.005273 151066. -z094.5236 -0.000421 0.000 8.555E+09 -100.7066 117129. 0.000 128.800 0.003021 136595. -2684.2947 -0.000318 0.000 8.555E+09 -91.6101 186018. O.OQO 134.933 0.001368 116607. -3205.9787 -0.0002Z7 0.000 8.556E+09 -78.5043 351886. 0.000 141.067 0.000238 97603. -3589.9790 -0.000149 0.000 8.557E+09 -46.7132 1206029. 0.000 147.200 -0.000464 74790. -3535.5329 -8.760E-05 0.000 8.558E+09 64.4674 851938. 0.000 153.333 -0.000837 54363. -3�.05.4551 -4.132E-05 4.000 8.558E+09 75.7754 555235. 0.000 159.467 -0.000971 36757. -2628.5932 -8.675E-06 0.000 8.559E+09 79.7231 503560. 0.000 165.600 -0.000943 22131. -2138.0988 1.242E-05 0.000 8.560E+09 80.2207 521508. 0.000 7.71.733 -0.000819 io��i. -1651.4928 2.412E-OS 0.000 8.563E+09 78.4551 587795. 0.000 177.857 -0.000648 1837.4073 -1181.0115 2.854E-05 0.000 8.563E+09 74.9627 709915. 0.000 184.00d -0.000469 -4017.6534 -736.3627 2.776e-U5 0.000 8.563E+09 70.0315 916666. 0,000 190.133 -0.000307 -7236.1668 -325.8860 2.373E-05 0.000 8.563E+09 63.8196 1274357. 0.000 196.z67 -0.000178 -8�50.1137 -7.3758 1.825E-05 0.000 8.563E+09 40.0424 1383418. 0.000 Z02.400 -8.326E-05 -7353.5103 173.7309 1.Z74E-05 0.000 8.563E+09 19.0141 1400654. 0.000 208.533 -2.130E-05 -5937.7622 247.140B 7.976E-06 0.000 8.563E+09 4.9239 1417891. 0.000 214.667 1.458E-05 -4333.6575 251.7801 4.298E-06 0.000 8.563E+09 -3.4111 1A35127. 0.000 220.800 3.142E-05 -2855.5851 218.5048 1.723E-06 0.000 8.563E+09 -7.4396 1452364. 0.000 226.933 3.571E-OS -1655.8684 169.4486 1.07ZE-07 0.000 8.563E+09 -8.5570 1469600. 0.000 233.067 3.273E-OS -777.1734 118.8729 -7.641�-07 0.000 8.563E+09 -7.4351 1486837. 0.000 239.200 2.634E-05 -196.5693 74.7303 -1.113E-06 0.000 8.563E+09 -6.4592 1504073. 0.000 245.333 1.908E-05 141.1569 40.4068 -1.133E-06 0.000 8.563E+09 -4.7332 1521310. 0.000 251.467 1.245E-05 300.7551 16.3175 -4.744E-07 0.000 8.563e+09 -3.1220 1538546. 0.000 257.600 7.130E-U6 342.7523 1.1970 -7.439E-07 0.000 8.563E+09 -1.8086 1555783. 0.000 263.733 3.320E-06 316.5334 -7.2730 -5.078E-07 0.000 8.563E+09 -0.9534 1761196. 0.000 269.867 9.006E-07 254.2644 -11.4290 -3.034E-07 0.000 8.563E+09 -0.4419 2736688. 0.000 276.000 -4.017E-07 176.7844 -12.09Z0 -1.a90E-07 0.000 8.563E+09 0.1857 2834576. 0.000 282.133 -9.275E-07 106.1753 -10.1627 -4.769E-08 0.000 8.563E+09 0.4434 2932469. 0.000 Page 1Z � � Gi radeau 7.4i n 288.267 -9.868E-07 52.1916 -7.3077 9.020E-09 0.000 8.563E+09 0.4875 3030360. 0.000 294.400 -8.168E-07 J.6.5209 -4.5349 3.363E-08 0.000 8.563E+09 0.4166 3128251. 0.000 300.533 -5.743E-07 -3.4866 -2.3310 3.830E-08 0.000 8.563E+09 0.3021 3226142. 0.000 306.667 -3.471E-47 -12.1289 -0.8278 3.270E-OS 0.000 8.563E+09 0.1881 3324033. 0.000 312.800 -1.731E-07 -13.6893 0.0452 2.346E-OS 0.000 8.563E+09 0.0966 3421923. 0.000 318.933 -5.931E-08 -11.6092 0.4458 1.440E-08 0.000 8.563E+09 0.0340 3519814. 0.000 325.067 3.493E-09 -8.2425 0.5433 7.288E-09 0.000 8.563E+09 -D.00Z241 3935185. 0.000 331.200 3.009E-08 -4.9558 0.4756 2.561E-09 0.000 8.563E+09 -0.0198 40a1667. 0.000 337.333 3.491E-48 -2.4123 0.3424 -7.726E-1]. 0.000 8.563E+09 -0.0236 4148148. 0.000 343.467 2.914E-08 -0.7558 0.2080 -1.212E-09 0.000 8.563E+09 -0.0202 4254630. 0.000 349.600 2.005E-OB 0.1406 0.1023 -I.432E-09 0.000 8,563E+09 -0.0143 4361111. 0.000 355.733 1.157E-OS 0.5007 0.0327 -1.202E-09 0.000 8.563E+09 -0.008430 4467593. 0.000 361.867 5.298E-09 0.5435 -0.005271 -8.286E-10 0.000 8.563E+09 -0.003951 4574074. 0.000 368.000 1.409E-09 0.4373 -0.0207 -4.773E-10 0.000 8.563E+09 -O.OU1076 4680556. 0.000 374.133 -5.577E-10 0.2904 -0.0226 -z.167E-10 0.000 8.563E+09 0.000435 4787037. 0.000 380.267 -1.249E-09 0.1598 -0.0183 -5.549E-11 0.000 8.563E+09 0.000997 4893519. 0.000 386.400 -1.238E-09 0.0665 -0.07.21 2.556E-1i 4.000 8.563E+09 0.001010 5400000. 0.000 392.533 -9.355E-10 0.0113 -0.006620 5.342E-1i 0.000 8.563E+09 0.000779 5106482. 0.000 398.667 -5.831E-10 -0.0147 -O.00Z712 5.218E-11 0.000 8.563E+09 �.000496 521Z963. 0.400 404.800 -2.955E-10 -0.0221. -0.000406 3.899E-11 0.000 8.563E+09 0.000256 5319444. 0.000 410.933 -1.049E-10 -d.0198 0.000664 2.400E-7.1 D.000 8.563E+09 9.276E-05 54259z6. 0.000 a17.067 -1.105E-1z -0.0140 0.000952 1.191E-11 0.000 8.563E+09 9.971E-07 5532407. 0.000 423.200 4.128E-11 -0.008117 0.000839 4.003E-12 0.000 8.563E+09 -3.795E-05 5638889. 0.000 429.333 4.SOOE-11 -0.003688 0.000584 0.000 0.000 8.563E+09 -4.497E-05 5745370. 0.000 435.467 3.853E-11 -0.000948 0.000334 -1.884E-12 0.000 8.563E+09 -3.676E-05 5851852. 0.000 441.600 2.489E-11 0.000409 0.000147 -2.078E-12 0.000 8.563E+09 -2.418E-05 5958333. 0.000 447.733 1.304E-11 0.000856 3.317E-05 -1.625E-12 0.000 8.563E+D9 -1.289E-05 6064815. 0.000 453.867 4.954E-12 0.000818 -2.166E-05 -1.025E-12 0.000 8.563E+09 -4.985E-06 6171Z96. 0.000 460.400 0.000 0.000592 -3.840E-OS 0.000 0.00� 8.563E+09 -4.720E-07 6277778. 0.000 466.133 -1.43ZE-12 0.000348 -3.527E-05 0.000 0.000 8.563E+09 1.491E-06 6384259. �.000 472.267 -1.798E-12 0.000159 -2.A86E-05 a.000 0.000 8.563E+09 1.903E-06 6490741. 0.000 478.400 -1.464E-12 4.263E-05 -1.420P-y0e �3 0.000 0.000 8.563E+09 � � �iradeau 14in 1.575E-06 6597222. 0.000 484.533 0.000 -1.489E-05 -6.207E-06 0.000 0.000 8.563E+09 1.031E-06 6703704. 0.000 490.667 0.000 -3.363E-05 -1.386E-06 0.�00 0.000 8.563E+09 5.411E-07 6810185. 0.000 496.800 0.000 -3.199E-05 8.926E-07 0.000 0.000 8.563E+09 2.021E-07 6916667. O.Q00 502.933 0.000 -2.273E-05 1.553E-06 0.000 0.000 8.563E+09 1.330E-08 7023148. 0.00� 509.067 0.000 -1.297E-05 1.394E-06 0.000 O.OQO 8.563E+09 -6.520E-08 7129630. 0.000 515.200 0.000 -5.643E-06 9.522E-07 0.000 0.000 8.563E+09 -7.886E-08 7236111. 0.000 521.333 0.000 -1.Z84E-06 5.166E-07 O.d00 0.000 8.563E+09 -6.321E-08 7342593. 0.000 527.467 0.000 6.976E-07 1.993E-07 0.000 0.000 8.563E+09 -4.023E-08 7449074. 0.000 533.600 0.000 1.165E-06 1.358E-08 0.000 0.000 8.563E+09 -2.034E-08 7555556. 0.000 539.733 0.000 8.675E-07 -6.800E-08 0.000 0.000 8.563E+09 -6.266E-09 7662037. 0.000 545.867 0.000 3.335E-07 -7.086E-08 0.000 0.000 8.563E+09 5.335E-09 12Z66667. 0.000 552.000 0.000 0.000 0.000 0.000 O.00Q 8.563E+09 1.777E-08 6133333. 0.000 * This analysis makes computations of pile response using nonlinear moment-curvature relationships. The above values of total stress are computed for combined axial and bending stress in elastiC sections and do not equal actual stresses in con�rete and steel in the range of nonlinear bending. output verification: computed forces and moments are within specified convergence limits. output 5ummary for Load Case No. 1: Pile-head deflection = 0.1345035 inches Computed slope at pile head = 04060090 ;ncha1bs Maximum bending moment = Maximum shear force = 10000.0000000 lbs �epth of maximum bending moment = 0.000000 inches below pile head oepth of maximum shear force = O.00OOi� inches below pile head Number of iterations = 9 Number of zero deflection points = --------------------------------------- ------------------------- summary of Pile ttesponseCs) ---------------------------------------------------------- befinitions of Pile-head �oading conditions: Load Type 1: Load 1 = shear, lbs, and �oad Z = Moment, in-lbs �oad Type 2: �oad 1 = shear, lbs, and Load 2 = Slope, radians �oad 7ype 3: l.oad 1 = shear, lbs, and l.oad 2 = ttotatlonal stiffnesss in-lbs/radian �oad Tvpe 4: �oad 1 = 7ov oeflection. iP�ge 14 and Load 2 = Moment, in-'Ibs t � � Giradeau 14in �oad ry"pe S: �oad 1 = Top .fleflection, inches, a+�d �..o�d 2 � slo�xe, radians pile-head Pilg-head t�oad LUad Condition J. condition Z �xia1 Pile-head t�taximum Maximum Pile-head case 'type v(lbs) or in-lb, rad., �oading �eflection Moment Shear Ro�ation No. No. y(inches) fl r �in-lbjrad. lbs inches in-lbs 1 bs ratdl ans 1� ~�^2 V = 10000.0000^ 5 = �0.000 120000. 0.134503�18 -A46239. 10000.00Q0 0.00000000 The ana'lysis ent#ed normally. Page 1.5 � � SBE r.�.c Design Memo 6 seawatch drive savannah,georgia 31411 912.257.0633 To: Bill Shea,MSB From: Rick Stone Date: 7/18/12 Re: Cape Girardeau WWTP Pile Reinforcement Design This memo provides our response to the design team's comments(bold italics)provided to us by KC1. According to IBC 2003,a cost-irr plrrce carcrete pile in Seismic Category D has!o knve a minin:run of 0.5%/ortgitudi�in!stee!a►id 4 bars. This is very mi�iin:al;l:owever,we►vnrtt 4 l0 6 No.6 bars that will give n:ore fliart I%. Sheet S-01 indicates the applicable oode is the 2004 IBC. The pile as designed has 5#6 bars. Spira!nee�ls lo b e a No.3 or larger. Ties/spirals are#3 bars. Prelrntinary L pile rtuts on tice pipe pile sho►vs fle.a ciral tengtlr to be nt leasf ZS jf. IBC defines flte f[cxurallengili ns the lengfle of tlee pile to tr poi�rt w/tere tlte corccrete sectio�t crackiug momenf stretigtlr �nultiplied by 0.4 exceerTs tlie required nro�nent slrengil[at that poirt� Irrespective of tlte flex�ira! lengl/t reqtriren�en[s,t/te rebar cage ta be j�rll lengtlt of tlte piJe fii order to have n ductile plle for tlee fi�l!lertgflt. A design with a full-length cage is provided for evaluation. Followirig are the design requtremenlsfar theDeWaal Dri!!erlDisplacemex[piles: .(, 77re mreximun:lrrteral pile load: 10 klps service nud 14.3 kips tr/timate. Piles are designed for the moment and shear distributivn detertnined by LPILE for a service lateral load of 10 kips.The structural design utilizes a load faator of 1.43 to determine the ultimate load. 2. Seisnei�Design Category: D Piles meet the requirements of IBC seismic design category D. 3. The rebar cage(sized by tGe coutracror)sl:all be tlte fult length of t/ie pile. � � A design with a full-lengtt�cage is provided for evaluation. 4. Spiral sltall be No.3 or farger witl�spacirig noi to exceed 121ongiturli+errl bnr dismeters o�7 inches. The pile design satisfies these and ACI 318 requirements. S. Rebrtr cage sliall be embedder!in tlre cnp per IBC 18.3.11. Rebar cage will be embedded in pile cap per IBC and structural requirements. Latera!Londs--Free Head rrssumptio►�; Service Loud:IO kips mnx lateral deflection '/.i�rch Ultin:ate Lond: 19.3 kips,n:ax latera!delleclio�e '/:inch The DeWaal pile is designed for 10 kips lateral service load as noted above.The LPILE analysis indicates the free head design exceeds the listed maximum deflection value,however a fixed head design meets this requirement.Note that the base bid pipe pile option also does not meet these criteria for a free head design with a load of 10 kips.The pile top free head deftection for the pipe pile and the DeWaal piles ara very similar at about 0.55-0.65 inches. Conrpressron: Servrce Laad:60 toris—nwx vertica!deJlection'/a indt Extrenie Loadir�g:80 torts-rnax defleclion 3/8 inc% This is not expected to be an issue since the piles will be terminated on bedrock or a bedrock]edge as required by Jacobs. Piles are structurally designed to meet both loads. Tensile: Not sure wha[11ee londs are Getr Il slcould rtot be an issue. Tension load of zero assumed for design. We►vnrtt al!accepted piles termi�tatecl ott a bedrack or a bedrock ledge. We do not want tf:e piles terminated in so�l no matter�uhut ihe capacity. All piles will�e terniinated on bedrock or a bedrock]edge as requested. We trust that the above responses raeet the requirements of the design team.Please feel free to contact me should you have any questions. � `- :� Sincerely, � �. / I � `li'1?tt%r1 ��£)12;' Richard Stone,Ph.D,,P.�. � ________�._. --___T_,..._._.__.____._._.-----_________-- - - _ ._ _._ _ ��91"� '�.�;+�1'��8 '�'��'��J�l'� � ��, � �a��J i3:�an:v�: CQst�Fr.r;�.`�0`)'� �?�s��Aa� �?�Zt��'�,�'1� _- - __ _ —. _ __ ___— _ _ _ _ ._ - -----__ �m�'ar2�,'��?;3�'S3;''�a'��';��fl:?'?,1j^j �-e- `•Yic1��:2:SP�f'cr��i: �n�aya�7�.1'f*s.: '� `�3C�•� - ---- ' — _ _ _ . __. �;�n.,�a Y��3�d a.::�trr>>r:'r�c�J3��'�:�,�"°n1�;1`��.�`��.3'J-�`i > �:�.��.A;uz,�a,s��,��.2 p� M1..� ) _-- __. _. __ _ __.__.. ..,r�,-�M.. �f�y�+ c� 7 - �_._ _ .Y:�l.aU�ITv U�. 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"��i�'�9fJs��aA Pr� ��r'o�r�z: �-�:a;#m��3�J�rn�z,�r'��:��is. �;3asl�m�rnta;l)3a3 3a�.'uma�7tao 3�a;�.sa�a�3ir�ehsrs�� ..�..�. _....___..__,-�� _�—- _�.,_._ 'I. �,,�p��q�„�y.��,�-�a a��tr�o �v da3�rm1�T??s t�.dr��1�v.�;i�a unr3�i��lT��c3un�»�a�. �utT?�r?��L'as�3�;�ij?ark)�c�+#�l��tn tc y7oea_sc9�?h�La�ks;ai�sI�M'�v'r'�vrk fia��: �)eA 1�1S��o��nd:t+�?A�I�t�l�?a��s�d.a�?�'n,xr➢e. 7S `+�x�43y�a�roQ#1e Y?�x's�ctR�s�4�rsfn nt}�?��$t��t��.rn��n.t�tc j P�a��on4�ci 7?r��. £�31m�1�7 slrflr.;go.n�Tn?�s15'r}sv:a�?d�srntras3 7lmxa; ;��5se.�a�:;3��l�3erl,�l i:r�.�� v�,�� t��aa.�-�o) ��I�__ _ _-�_.. __�. _ __��.•, 1'�7+a�at;g.��r.��1��5s,S��3�fA:atzr�r,ar.3��03��se��ded��:xal h�Y:?�t.au:�1:w��. _ _._.,_ T..,:_ _. _,_,. � --^ � .._... ...�. ___.___ _ ._,.._ .,_.,. � ...— . _.�.q,�tp-_ . REc6Rt�tpi"f�t�.�a(:•�r g!g�e E�ttj+�aM� . ' �� `� .��`�r��bt�'�- . � _�_. �-, _._ � . . �.__ � - � �"� '� f� _,_� �� .y'l � �.... : `�;��-�. �-�-° ._ __ �,-____-- .. _,... �..�� ,�_ . __�_.._�. w�.... ��. _ /�, 4 I z- _--�`�_ (J,�-�. - _-�_�.�_ _____.___.�...�.. '!�.:�_;��__. ____.._. AaGr vcn tri?'�°d,^V Agqru.l'4N x.i'�e�dt+. >-- _ __-�.. ('tkn� 1 ._�.�. -------��..._......_._. ___�._.......... _,._t-r_.__.,_ .. ___.____�:--- _ _ _��.�.,..�. __ __,.._.__ _ .� _ _...�.._ ?��sJ� �lS��fi�� ..__..>. ��6�s 39�'��i�mir�sl��r5lil��33�H�7►�1'!j 3� ��t�J�.s�,T�ars�i��.�r►s��s!��3�s!�nsd�a�as�� _,.._ _.. __ ._,...-._�. � � KCt Construction Company 'U3 b Lak� lu'n nv� S4.Louis,MO 63123 (314)89�-8888 Fa;c#(31n)894-7418 www.l<ciconstrucfion.com ]�Tov��er 1�,2��2 �a��i� ��aa:IYda.�.�.lY��i�a�i,�'.�. 50& l�T�st�h�3��as�dv�y `�$.�.OdA15,�� : Job#12002 �ape('sira�d��u�a�r��vat�a�Treatrnen4 Facili�y Cha�ge Pr�po5a1# �2 ,��' ?^.d'�°i� ,�� Dear IY�,r.1\iIat�►►ai, We propose to fumish the necessary labor,material,tools and equiprr►ent to perform exploratory drillir�g at the UV Structure per Work Change Directive No.2 dated October 9,2012,far th� i�acr�asezl lump surn of 9n�-Tt�flus�►nd S�e�en-H��l��l S�e��fi�-�'9�r D�ll��s 4�1,779,q9�o Plea�e note the following clar�fications a5�ocia4ed dvith thi�pricin�: �e hade at�ach�d a copy of our change proposal estimzte sumrnafly and backup�or your r�vi�dv. If this groposal m�ets with your approval,pleas�sign the a4tached copy in 4he space provid�d�nd returr� i1 fos our rec�rd�. �3y signing this ch�nge propo�al,y�u are aut$�orizing u�t�proce�d dvith th�udork and agre�na�g tm fo�e��re�t�e approp�i�te chang�d�cur�aean4��rn�l payrra�r�3 o,f Y3�e ab�e��moe��e vdiihi�60 d�y5 of vva�k p�rfor,r��nc�. If y��a h�y�e��;�q�a�5ta�sn5 r��cOm�n�nt5,n1_�a5�dc�not h�e�Iltar�40 Cc�ra��,15. �incerely, Approv�cd � ��I�i'�! ��' �- � � T�1a3dls'35�.�b152e9' . - / , _ Proje�a l��ager Da4e:Q,.�_�f/// y� .�'.' �t8acfiarnenas � l � N > � V �" u O � Q � � 0. W W F- � ¢ � x � . U W i, U A C � � a X O �, 3 - o � >, w � � � o � � � � � C y s o � � 3 N � U 'a � � ro 3 °" � ;; o o � _ V � � � � � O N '� y O � � 0.. p � �". W c) b�0 Z' aa', F OF � .� > U E-� Z ,� •. � o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o w a M v � y N O O O W O O O O O O O O O O O '/'1 '/� �O V? 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' _.�_...__.�___..�,. . � . �k ,il?/� c��► ��_��,��'.,/1/�__�,_._. • m�,� ___,.�. �_ Mn �c'r ��+ ) � f ' l� �. � .i ' ��c'1`�_LI�(,��.._.�.��..�z� ._.____...�__�1��_�.___ «. a, � :spv,x. t: -____....�_��_._ �...��...;,�_.`�' ZS'�y' �,. _...,_.r._.�.�.,.,..a.�.�.....__.^—_,—,..,_a-___� V.�_.._._—.__.. ,.._1�.�.,P...�__..,e.a.a..... ..... �3i1.S'!'�9,�.'•��9�� "_-'._'_�--_,--,�.......-....m.-,.__ ------^...��31gT1 �3��'�!��l9�Fl�d74�7'L'f997JM��'�-9911�5�l3��51�97JS��'dA! !�!ld.�idd��9A'�M�i f)9�A.�S�IA 1l79�A�!^.�'3�93�1�'J�9?lq:�.�1�03�,,�._._.-.- .� - — � � KCI Construction Company 'u3'�Lal« lut� riv� St.Louis,MO 63123 (314)89n-8888 Fau#(31�)894-7418 wwwJ<ciconsfruction.com �,� ��aob��2,20fl2 �ac��5 ��Y,�:1��.�'.�.lY��g�a�i,�'.1�'.. 50� I�To�t��o��lvy�y �R.Loa�iS,IbI� 6�&02 I�e: �ob#12002 Cape S'airard�au�iYa�iewat�s�"Y'reat��nt F�cility Change Pro�osal# O1 �/� �.�� Dear 1dIr.1Vlathai, V�e propose to fiamish the necessary labor,rnaterial,tools and eqtiiprnent to Revi�e grating from pressure- locked type to I-bar type and revise thickness in various areas,per Reyuest For Proposal l�o. 2 dated 5�ptember 10,2012,for ih� de�rfas$�lump sum of Fif3��a��T��a��d On�-��.��➢o�l�rs (�15,106.003, Please note th�following clarifications a5sociated with this pr�cing: r�/a �Ve hav�att��h�c�a eopy of our change proposal estirrtaie�i�rnr,reary anci backup for your review. If this proposal meet�with your approval,please sign 4h�atta�h�cl copy in th�space providdd an�l re�urn it for o�r re�ord�. �y�igni�g thi5 change pr�po5a1,yoea ar�au7horizing us to proc�ed dbi4h�ka�dvork and agreeing to foa-ward Rhe ap�a�opriat�cha�ag�do�uments and pay�en¢of Yh�abov�amo�n4 vviFhir�60 day5 of work�erfo�a�a��. If�a;a hav�an�s�a�e�t:o�is or�osns��nts,pl�as�d�s n�i hes�t�rP t��o�qf�s7�a5, �incerely, .�Pproved ,,�,-..,,.—,�,-� j t � �� ,.�.�� :�� v��_' �h��c.��5z�� Proj��t 1�✓✓I�n,aag�r Dad�: �'" Attz�c�iim�nt� � � r� U � N �] � N O � Q � � � W � Q � � l x � ', � w � � N O:. 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[� p p p p (4 O O O O O O O O O N M O O O ut O � ';` N � ,-. CO M N '� OS O ^' O �D l� l� GO 1� J` .. N N1 O O o 0 0 0 `� o ^ � � �' �o �o �n � �o �o i r w ^ ' '° � U U o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � � j0. � � 0 0 0 0 0 0 0 0 0 0 � � o 0 0 0 � o 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 a F, ;,, `^ F � O � F, V rV � �.. O Q � 0. W � i U ¢ � '� � � � � � � O O O O O '',O O O O O O .O O O O O O O O O O O O O O O O O O O O O O O O O I �y � O I ! � ' � :� o � a d 3 O a v � F z � ¢ a � x U � � o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 `.WG' �' ^ � � W Q F F" ¢ s � 3 0 N � � o E.. 0 � 4 x CC � 0 n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O � O CI7 ¢ a � � 0 y o U � O �x � a � v � a y � � � U a Y O � V � F :a "d "� p�, � � a a � � a � � � Q 9 ET 3 � Q c � � � r � � c CJ � � � N Q d � U �.' � F -�, .� � � o s � � � � � o ar c.� v � .�. � � IMPERIAL RNAMENTAL ETAL CO., INC. 635 S. Old Hwy. 141 P.O. Box 733 Fenton, MO 63026 Phone: (636) 343-8825 Fax: (636) 343-4920 TO: KCI CONSTRUCTION CO. DATE. OCTOBER 11,2012 ATTN: TOM HUSTER �F� CAPE GIRARDEAU WWTP FROM: JASON REINBOLD CAPE GIRARDEAU,MO. QUOTE#JR-12-8652D1 We propose to furnish shop drawings,material, fabrication, and delivery for the following: Request for Proposal No.2-Revisions to Grating This deduct to revise grating from pressure-locked type to I-bar grating and to revise the thickness as specified on drawings. Original Grating Price: $67,450.00 Revised Grating Price: $52,344.00 Price Difference: $15,106.00 Material Deduct: $ <15,106.00> MO Sales Tax 6.6%: EXCLUDED Erection Price: EXCLUDED TOTAL DEDUCT: � <15.106.00> PLEASE SIGN IF ACCEPTED: DATE: STANDARD NOTES AND EXCLUSIONS TO APPLY. Thank you for the opportunity to quote this project. �E9f:�EE�� `'a �CERTIFIED .,��. = Q FABRICATOR � � MPERIAL RNAMENTAL ETAL CO., INC. 635 S. Old Hwy. 141 P.O. Box 733 Fenton, MO 63026 Phone: (636) 343-8825 Fax: (636) 343-4920 PROJECT: CAPE GIRARDEAU WWTP STANDARD NOTES AND EXCLUSIONS 1. ALL BIDS ARE SUBJECT TO REVIEW AFTER SEVEN (7)DAYS FOR CURRENT MARKET VALUE OF RAW MATERIALS. 2. No engineering-calculations, and sealed shop drawings. 3. No penalty clauses or liquidated damages. 4. No "SHOTGLJN" clauses. (As required or as necessary, etc.) 5. No testing or surveying. 6. No overtime or premium time. 7. Bid is based on using our standard insurance coverage. (Information upon request) 8. No light gauge studs C's or Z's, etc. 9. No grout or concrete fills. 10. No bolts for wood and other trades. 11. No shoring. 12. No cost performance or payment bonds. 13. Holes for other trades. 14. No field touch up paint or painting. 15. No pernuts, licenses or inspection costs. 16. No anchor bolts for equipment or other trades. 17. No back charges will be accepted by I.O.M.unless prior written authorization is obtained from I.O.M. 18. Standard exclusions by vendors supplying materials or services to I.O.M. are included as I.O.M. exclusions. 19. NO PRIMARY INSURED, "our" standard insurance only. (NON-NEGOTIABLE) 20. PER POLICY aggregate insurance provided. 21. This proposal is based on NO RETENTION being held unless mutually agreed upon. OTHER NOTES: �E ov srE� � � �`'� �CERTIFIED � Q FABRICATOR Y��'1 � � �� O�s�s Ea�aaa�a��mn��f�as, JO1 P�f3�C+1�PsraiSlNlay �d.Lma�i�,9U3i��o�ri,6�a�D2 399.�3�.A�fl� �aY 31�.333.5943 ��r iS3,2�12 �r,"��-�a��i� ��4�a��i��s��p�y �03�j�,��3��a��'�v� ��.L��S,��3�23 ��d�j�c�: �3��s��ar�r��s�l�flo��Y��a��v 3+��r�� r�'��: ��p��p��o��vi2�d�3��b��s�s��,��s��a�i��t��r��Z�� ca�t�i�3��e��tm tfi��+�1�-�,g��e�i��s�l t��a�g fro�p��5�i-u��-ls�k�s�ty�e�a�-3�� ;��d t9;�vas�2��z�i��y�a�3��aaa��es��i��s��i�1��y: 7. I3��ing 5-15—iz�fla��}ri�g 53�3��z�: ��yis�;��2"�t��ces�i9 1-1/2"th��. 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Gost o#test;.ng strai2!�i2 S55.Q{)0 prnpase�o�i `:1ti+�vtt�s S�o-aS(C�(enra:i frOm Trarr Hus�er da:�d C}daber 2B, 2012j and nt'r,er / /� ' i�e C1r�4r��'or'r YF;`��?3r '. ��r r�s+i<a c�xcrs��e��'f,Bll �!'� jar.ci�e��a+ �,sJe:�=F s�;-y, r f: ° �" �rF��a��a��a,��o�a�,��,22��,��,��o�� D't/ao4 ;��,��'�►��a��r�. -��''! ��a� �a�� a�r��e �9��s��r�� -��. �S E�s��'/N�r#�a+��r as�rs�9��m�a��ca��9�!3'��. ,�1�s�av��a��s.3�k,�*�avaJ!��sas3`JJr� �sr+t�s3�a��`��l��1 gi.�.��an.�� _v�a�t�'dsr� :� �rata'�+'�n"—"�� .._.,�._..—.: _ _ _ ��1� _.. _ ;:;� S'v 11��7dN9�YC9 aRf..�'��1T3��3��U:�S Ll9�J�l7fS99�9!�hl�29�7d�!�17f�'��J• . __ _ .._. _ . . . .-.�._ _ _. ..___ ...�„�.. _ .�,.- ...`_ .. _. .. .. Ly' retsFtrf.f'�A(�.+�vs�^.r�'�+na�' � � �'u'��J'_r.�'�'`�^- � r�J'�/Z- _�. �.. , __.-..-�,� - --- — . ._�._.. _._ � # ��:�4�� -� ,�E c�. � Iti__�-._,r�� _ .. . _. _---- ��:. -- _ . - �---�_ - i�e ,so,c� _� ! _ .___�_�__ - --- k .�Z.. j B t�-- . A17�CTI�bt�VI�A�Q�'K� j "� ..,- �_-... _.., �._�„_... 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' ' �-�—. _ _-----______.._,:__._._. . ,___._— �3 sSJ ��l'Ss��9+l��3 3��J ��3��J S�'�3��3a��'Dj�i e�3� '�T��S9�s�03 P1�S9�:�3�l��'9�_��"ar� _. ., � � KCI Construction Company us'b Lal« luti r�v� S2.Louis,I�TO 63123 (314)89�-8888 Fax#(314)894-7a18 www.Kciconsfrucfion.com vx =,;��$ ;, , � �: ��naIla�y 3,2�1� 7�a�o�b� ��trn:��.�.�.l��ha�i,�.�. 50fl No��jrizy �8.Lo��s,TYI� 63&02 IZe: Job#Y2002 Cap��arardeau�astevvat�s Trea2ment Facili3y �h�ng�Propa�al# 04-Revi�ion 1 �� ,I�J�,�J ;�''� ----- — � I3ear IVdr.lYiath�i, We propose to fumi5h the necessary]abor,material,tools and eq�aipment to I3ynamic'Testing of 10 DeVdaal pile at�iosolids�uilding,per Work Change Directive 1,To.5 dated 10/30/12,for th�ar��sa'ea�ecl lurnp 5�arn oi S��i��T�man��a�s�E��t-�Iaanc��g�a�-�'a��I�c��l��6�,��.0�'v Pl�as�not�th�follodding clarifi�ation5 a5soci�tezl ivith this pri�in�: �e hav�atta�hed a�opy of our chang�propo�al e5timate sum�ary and backeip for your r�vn�w. If thi�propo�al meet��vith your approval,please 5ign the attached copy ira the 5pac�provi�ed and r�tum ia fo�ous r��d5. ��5igni�ag thi5�hang�proposa@,yo�a are authos�izaang u5 to pro��d with the evork and ag��ng t�foa�yarcl th�a�propriat�chang�do��ner�ts a�d p�yr�a��c o�'th�a�ov�a�ounB wiY�ir�60 day� of wosk perfo�tnaa�c�e. �'f j�fldA i1�V2 r"dZi'y's',�d.1��3i?II�d3a�e'31iLi�e,I3�3��ys1��C�O 73�"i�lo.�l�$v ti'i COi78's�o^,t Ll�. �ir��ereiy, �PP�'�v�d .�..-_-- ��-'� fJ�� . . �.� �'"T� �'hoa;�a�C.I��ter Proj��t�an�g�a I�ate: ) 7 �ate�chgne�t� � � M C ti M a � N O � Q a � �i G/1 a W � Q Q � x � v W U G � G O � R � O �, 3 0 ci � b � .o � N � y�j C � � s U O � � 3 o y U :o m � � 3 c'' � � o .p � c '^ 3 ' o � z � o � b � o > y N �+ � V � � N OD x Cc7 � � c Q � o � � � � U "r- �Z � .-. � O O O O O O O O O O O O O 1� GO �� O �/l N ` y U p p p [y p O O O O O O O O O M 1� O N -^ �'1 co � � T O O O 7 O O O O O �/'t �/1 O �n O �/t V �/1 l� '/1 � � � p � m �O �D O� O� vi O� M O� O p V cd CYa f^ O l� [� [� co t� C' N v1 v� �D y U ^ 3 z � � ¢ ^ N �^ 3 0 � o � N a 'o a��i � U � j, °' a+i on a c. � z' c �a � E � � N . � o 0 0 0 o Q _ c .c aj' ._ � N � N � � C4 v o F cv�G `� 0 3 � JC ^�ju V � V � O M O 7) � � V P� O � a °� o � Q o � � F U � �° N o � O e.�-. :7 �y 7t � v, w Q t.. c�y �^ ❑ '"a � Q O 0 ¢ � � � O O c �n c�_a .-, x � _s � � fl. 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O, d 3 � rn a ctt F � � � � U � � o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q `il � X � � ¢ F � 3 F o � � a � 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � O 0] a ❑ 0 .� F W � � � v 0 � o 0 0 � o o �n U � ^ c° O F a ] � .�] J 'x � b � Z v � O q � `o R C `a Q � �, � � �,y O W � o a��r tO c t � � m a � � 3 � 'co s E � x � w � a N i �j rn o a � - � �, g �-Q- � N � N !"' .� � Q � O _: O � y O M V �r� � � �. . o � � o0 �„ � U U a --- - _ __, _. � ---. __. ��5 '��r�i�� '��1� � ��, � � �s�ar1 a�v��: Q��J,_2f��9�_. ___ _ �a�sc�+n�3a�+: ��r�v,�1�� ..__ _ � _ ..... y .� ..p . .. � .._...._ ._._..__._... ..... . ..__..._..._ . � : - ._._.. .._.. ._....._ ._ . p ' ^ .. ��`�r�e�3��caJ°x3y .�� 'y�t, f^aa 3z�a.��: ,..,.��s�.�sa�n::�3� _.._: ___ ��__ _ _. _,___._`..__.__ �vm��'3��`�T�tv�n�1��1B�3y��RF��.��i53`��9`�� ;:.:�+.r�s�.��,2Da� � _ _ .. _ _ ___.,_x......._.__.._._ ______- ��acs�r $S�C9��'3rtu��,��. I�s�-�=�iss�a,:�+X6a�`3�'�1 i y9v��ao d�rw.:�s��a��1,��D�� _��___ _. _ __._. --_._- ----- _ .�._ ; rem^:., �t,_ ..s:��., r � ______ - - _._._._._--. --__� 4 __-- -_ -- _ _..Y.. �� !��arn, i��<�r:-s:ra�n dyn�m�c{esting gf the fo�lowing l0 De►�taa!pil�at BFusoiids ` �8f��Ys3;��e rOt ETBaTi��Qtl/OCIc blit�V8`ui!-I�Pttgtl'•CS$2S�+1S�ii�GBd tD[�8�8(i!IIR@�^6 � �3aad bearing ca�acity af those Ailes. Cost nf iesUng si�a�ae 555.000 ptaposed by � �MaRis Sh��lKC�(emaki fro!r Tc�r+H�ster da:eG�.2dciber 2�.2�312)and qir.er lincidenta�E?X�Efl��3 .hi}I'sNE�CyC1CT£�C36t`t��hE rvk: CI'tE`.0lSa!'c)r x0 a:KLi9eC��:��fi ; a ��t'E��9�9��'�'�'��$'�`f 7�,2°�i��,�`��,��.��'�a'1��7�a��,Z��1 j k237��d��tt��1tie�r'ir�ih�f�d. r s ' _,�__._. __________ __ _`—__._ _ ___,. , ! �a�sra�{�ia1�yfdl�liS3s a��9�3° . ..�_._.�..._�__.:. __....,. __---_�,.____...T,.-----� _...�__,_.._ ___��___ ` --- -------- _-- 3 t ��fx'��a�,��ros�ri+s 3�9��+1�'��d�ta�s.��r��iiss�aqS��g��15. ? � f�s�59rJ�1�Y�tJs��rsr�h3��7�b�h►9t�9sa v!31a.�sr��90� ; i � �� x �f��'�sr1s�aa4�l�+s�W��I�o c3�s��ra�a�a�4��r#�s. ��3�a�.d�D�v�g�3��ka��s�aaa��r�S`� j �',sr�nrs�s�a+�3��l�� v,�r�3 �r�t`��nn' S�'�D , " ; '�8�� .__._ _. - � �_��.—,-_ __. _ --:ars � � I�'��k7+JS7�3��!2Mi @5�61�9��4,STJ9�11AJ�R3SI�C�Jli�l�f0 fJ9S @0�0�+144s0 7ld�a9�wJ a5+►ET!!��91�J1A9l�. j _ _ ,__._,_..,..-.--,- ----- _.� � `. __.___;� ,_,� _.�.. ,- � ,,/ _,,. ��u�.�� f�-}�'��' .. �� . , ; � �- _..��.__ ..__,._� .__.. .__ -_._,�.�..�.,V: ,� .� _ � _ . �� _,_ _ � _ E ,�«,��c��.. - ► !c- ltt.�� ! � 3,._L ___---__�___.__ _-.-._ --------_�_,._.� __,..� �.-.�-.,,.�,. _, _ _,—__ - c,�, _� . ; iz� r�� y _____.m.__ ___ _ ____. ._,�,,s�-__�.�.._. z�=_ � .��. _ , t�.une��ro p9�+K'rrr � � _.___----_ _____...__�..._�.�-. �,-_..,.---__._..� .-:.,.-. � ._____...._..,_---____._-__ ---- ---------�- � __�,._. ___ __..__ _ _ _,_.�._._._. ..._. ._ . � ��9Ss,��'3��m� ��el� ��+7��S��'s��sn��Cs�+��llsas��4� ��r��lJ�apA�t��as49,��irtinn��,---____ _____._ _ � _ __ � .�R4.�....�. � � ,�'� r� Tom Huster From: Mathai, PK <PK.Mathai@jacobs.com> Sent: Monday, October 29,2012 2:31 PM To: Tom Huster ��; Clark, Keith; Michael Opels; Reinfurt,John; Stein,Anthony; Sloey, Michae) Subject: RE:Cape WWTF - Dynamic Testing of DeWaal Piles at Biosolids Tom: In the listing of piles to load-tested, please replace 2182 with 2168. Thanks, PK Mathai, P.E. � Jacobs � 314-335-4572 � 314-335-5141 fax � pk mathaiCa�iacobs.com From: Mathai, PK Sent: Monday, October 29, 2012 2:15 PM To: Tom Huster' Cc: Clark, Keith; Michael Opels; Reinfurt, ]ohn; Stein, Anthony; Sicey, Michael Subject: RE: Cape WWTF - Qynamic Testing of DeWaal Piles at Biosolids Tom, Yes,we want the foflowing piles that are not bearing on rock(but have reinforcing cages installed)to be load-tested: 2116,2121, 2182, 2184,2247,2249, 2255, 2264,2324, &2375 Thanks. PK Mathai, P.E. � Jacobs � 314-335-4572 � 314-335-5141 fax� pk.mathai(cDjacobs.com From: Tom Huster[mailto•tomhusterC�KCIConstruction.com] Sent: Friday, October 26, 2012 3:09 PM To: Mathai, PK Cc: Clark, Keith; Michael Opels Subject: FW: Cape WWTF -Dynamic Testing of DeWaal Piles at Biosolids P K, Per our discussion earlier today, please find below pricing from Morris Shea to provide dynamic testing of abandoned pile or�this project. As noted,they would stop production pile for 2 days while this testing would be occurring. A better option,in our opinion,would be to provide a KCI crane for hoisting of rebar cages,so that they can continue production pile while testing is taking place. This would add $1,500 per day,or$3,000 total assuming a two day duration. If additional pile beyond the initial 10 need to be tested,they have provided a unit price for those pile. Although not stated in his e-mail, Bill Shea feels that the abandoned pile will be in excess of the 60 kip design load, but of course this would only be proven by testing. Please review and advise if this is of interest to Jacobs,and we can get coordinated to test these pile as soon as possible. If you have additional questions or would like to discuss, please do not hesitate to contact us.Thank you. Tom Huster KCI Construction Ca. 314.894.8888 314.894.7418 fax 314.220.3569 cell i ^ '"., www kciconstruction.com From: Bili Shea [mailto:bsheaC�morrisshea.com] Sent: Friday, October 26, 2012 2:15 PM To: Tom Huster Subject: dynamic testing of piles at Biosolids Tom, We propose to furnish high-strain dynamic testing of 10 each production piles at Biosolids area that have not rocked out but that have full-length cages installed for the lump sum price of$55,000. We will need about half day to prep these piles for testing and the testing will take about 2 days to perform. We will need to use our crawler crane to perform the testing, so either drilling will need to stop during this time or you will need to furnish us with your crane to set cages while we drill. Or we can schedule this testing for the weekend. It's possible that we could get all testing done in one day if we start early enough. We will provide a stamped report on the findings of the testing. Piles need to cure about one week before commencing with this testing. We have a drop hammer sitting at our yard in AL so with a couple days notice and subject to our trucking schedule,we can mobilize the drop weight within a couple days of notification. This pricing assumes that all 10 piles will be tested over a 1-2 day period during the same trip since we have to fly in the technician to monitor this testing. If you would like to test additional piles during the same trip, add$5,500 per pile. Let me know if you have any questions. Thanks. Regards, Bill Shea Morris Shea Bridge Company, lnc. 609 South 20th Street Birmingham, AL 35210 USA +1 205 956 9518 (office) +1 205 807-3244 (mobile) bshea(u�morrisshea.com www.morrisshea.com n;�_�TT�: -�Tlii>com�iu!rra�!cn may^c�;ta�n c:nnfidenti�l �nd •�E ri e i�'i:rmat.rn� tna!is fr�r th� ,�c :s� ct <<Y: rt ^"'-�r� ��t:E'r• �. �=" v ewin.^„ c:u;�y�rq s;r d:stributi�,;�of, ��r re6�nte qn f:nis�ne55agc.�hy uni;ite�nded r�c:ii;ient�>is s`r�c*ly � .:"��t +t d. '( � �� .�^ ' _= . �� m�:..,s<,gs��in rrror, p��a=�:� nc�t:fy;i� ��n-ned!ate�y t�p r,^ply�ra C�n tnn t`�<:..� ��';F_and c�cletlnn ,t frc�m vvu;�..�r-�ni�t::�. 2 r� ^ Tom Huster From: Tom Huster Sent: Friday, October 26, 2d12 3:09 PM To: P.K. Mathai ��; 'Keith Clark'; Michael Opels Subject: FW:Cape WWTF- Dynamic Testing of DeWaal Piles at Biosolids P K, Per our discussion earlier today, please find below pricing from Morris Shea to provide dynamic testing of abandoned pile on this project. As noted, they would stop production pile for 2 days while this testing would be occurring. A better option, in our opinion,would be to provide a KCI crane for hoisting of rebar cages,so that they can continue production pile while testing is taking place. This would add$1,500 per day,or$3,000 total assuming a two day duration. if additional pile beyond the initial 10 need to be tested,they have provided a unit price for those pile. Although not stated in his e-mail, Bill Shea feels that the abandoned pile wi{I be in excess of the 60 kip design load, but of course this woutd only be proven by testing. Please review and advise if this is of interest to Jacobs,and we can get coordinated to test these pile as soon as possible. If you have additional questions or would like to discuss,please do not hesitate to contact us.Thank you. Tom Huster KCI Construction Co. 314.894.8888 314.894.7418 fax 314.220.3569 celf www kciconstruction-com From: Bill Shea [mailto�bshea morrisshea.coml Sent: Friday,October 26, 2012 2:15 PM To:Tom Huster Subject: dynamic testing of piles at Biosolids Tom, We propose to furnish high-strain dynamic testing of 10 each production piles at Biosolids area that have not rocked out but that have full-length cages installed for the lump sum price of$55,000. We will need about half day to prep these piles for testing and the testing will take about 2 days to perform. We will need to use our crawler crane to perform the testing, so either drilling will need to stop during this time or you will need to furnish us with your crane to set cages while we drill. Or we can schedule this testing for the weekend. It's possible that we could get all testing done in one day if we start early enough. We will provide a stamped report on the findings of the testing. Piles need to cure about one week before commencing with this testing. We have a drop hammer sitting at our yard in AL so with a couple days notice and subject to our trucking schedule,we can mobilize the drop weight within a couple days of notification. This pricing assumes that all 10 piles will be tested over a 1-2 day period during the same trip since we have to fly in the technician to monitor this testing. If you would like to test additional piles during the same trip, add$5,500 per pile. Let me know if you have any questions. � i ..•. ^ Thanks. Regards, Bill Shea Morris Shea Bridge Company, Inc. 609 South 20th Street Birmingham, AL 35210 USA +1 205 956 9518 (office) +1 205 807-3244 (mobile) bshea _morrisshea.com www.morrisshea.com z .-. ..� .... KCi Construc��on Co. X T R A W 0 R K 0 R D E R 10315 Lake Bluff Dr. E St. Louis, Missouri 63123 �- (314) 894-8888 �';�� 2 6 2 2 Fax No. (314) 894-7418 PROJECT NAME: .� �-�� 1�'` ! � PROJECT#: DATE: ��t �" WORK PERFORMED FOR: 'J�C O,J; DESCRIPTION OF WORK: 1 ��viD�� E.1= ��C��-� C��e ..9-,vd n>D-�t�-lo(' I�vr►�� , P� i� �o�p ��s� �;�� ,��- P�r��,� �.M LABOR HOURS UNIT COST AMOUNT 1 �V Lv� �, 1 A-'�1 S `' �'f�-TO�' i /� _ � : SUPERVISION: SUBTOTAL LABOR MATERIAL & EQUIPMENT I v �fc�v� G%f�--v � KCI Construction Company COMPANY: SUBTOTAL MAT & EQUIP \ TOTAL: �Ac� BY: APPROVED: OVERHEAD & PROFIT: GRAND TOTAL: � � ��'�«,� �'�"�� = �� vvox� o��. J. H. BERRA. CC3�"�1ST. CO. S4gt NEW BAtTl�GA.RTI�ER ROAi) ST, LOUiS,iYtIS5f3Uitt b3125� 487-55 E 7 � ClATg �t'�'��' �d � COPtTA/ICTOft �OCAT101'1 fiTAft7 OUi T UPERATOR MdtCNiNE NO. CQNTRACTOR'5 HRS. 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If this proposal m��ts vvi4h yoaar approval,plea�e sign th�atdached copy in the sp�c�provided ans3 re4urn ie for osar r��ord5. �y 5igning t�i�change p�o�osal,y�u a�e audhorazing u�t�proceerl with Q$��vdosk and a�r��i�ag to fo�vard tfi��a�spampa�at�change do�aaan�nt5 and payrn�n&of t��ab�v�a�ounR vvathira 60 d�y� �#'�vo��p�rfoa-a�anc�. 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Construction Co. 10315LakeBiuffDr. �EXTRA � o � � ORDER St. Louis, Missouri 63123 �— (314} 894-8888 - �' - Fax No. (314) 894-7418 �0 2 6 0 3 PROJECT NAME: C�� W� � � PROJECT #: — DATE: 1�� `��- WORK PERFORMED FOR: ��5 DESCRIPTION OF WORK: ��'�� o� .�D i�- G��.1 i(l�f/ J'�D��S �v .�59 , s1�� LABOR HOURS UNIT COST AMOUNT �t-I r' i� �F�P �- - - �i � ��(P � - ; SUPERVISION: MATERIAL & EQUIPMENT SUBTOTAL LABOR , KCI Construction Company C MPANY: SUBTOTAL MAT & EQUIP �� .�c�� TOTAL: BY; � APP OVED: OVERHEAD & PROFIT: 9 GRAND TOTAL: � � . ._ _ ' \ ..... _..... . ._'_"__"" ' .I. ■ KCI Construction Co. 10315LakeBluffDr. � � TR�I� UIIORK ORDER St. Louis, Missouri 63123 �� (314) 894-8888 �� 2 6 21 — Fax No. (314) 894-7418 ( . � PROJECT NAME: G.�Q-P� �� P PROJECT #: ��-��' DATE: � ' � �- Q �X G.�v�-12 WORK PERFORMED FOR: �k� S DESCRIPTION OF WORK: �c� Wc�� .So��— ovl d� U�, �5 9 S ��' � 1 i M�:M/��'1�-f f' ��>u i`v.u.�. LABOR HOURS UNIT COST AMOUNT �e � 2 - - C J�'1 I P'��r�G f - � �I � O I � �� _ - �-i I ( �. � rj c J N. F�e�,.�, � _ _ Z. �I ,� � �� , ^ .r SUPERVISION: � } SUBTOTAL LABOR - MATERIAL & EQUIPMENT �' �. d��c' )r�G /-I - - D � c � 1 c vc.f� � - ' r" . � �-� � - KCI Construction Company COMPANY: SUBTOTAL MAT & EQUIP �,„ ' � � TOTAL: �i� '� BY: APP OVED: OVERHEAD & PROFIT: � GRAND TOTAL: /"\ /"* . ' ; �` F'�. � -'r ' - ..Ci 'L-- � . r .,, , � '�ti:l _. .:�: T .. ; �`' �. �,' .;� �, ' � � , ; . .� . .� ,.. ' �: Ex:TRA'�VORK ORDER . ,'t'_ : ��3;�� . . ;` A J H .�BERRA CONST. CO Sq _. , '. . � . :' . .� . �.. .. . . ` , y'" 5091 NEW.BAUMGARTN.ER ROAD • .ST. CQUIS,MISSOURI.63129 . :487=5617 • r' DATE��-� �.^�17 �I�v+ ' ' CONTRACTOR S C� �, �``� ' • �" � , . ,f� - � 'LOCATION,'l �, x`�,.+z , tFis� +i . . > . � • . �START QUtT . �; , OPERATOR MAC.HINE NO: � � r'CONTRACTOR S HRS OPERATOR'S HRS. ' , � � EXPLANAT.ION - • �.?CCc,..wa::l .�., . i1�' t��;/ 4-.r3, ��..-� , ii:>� �j � ; (')'�4.,1;.�- ..r./•:�r-� L�S J�lvr?� C'i.V .� ; . i, •.�- - ca ' . ��:.��ra�.;�' �'�ln�r� , `_` - - f h'��1I(i':��'y�^��"[�e1L��L ry�' ��1.'!�1 d"Y .��-n�•t� t�. .. , . . r' —i. , � .. , . . • :,.. ;. - ' �. �.. � `� {'��,�., �.�� :,r�.�-� 1 . .� ��r' . . . �� ; j . , ,.: , . � . � . l,`� '�.�.�' ' , -J . . . �-, -�-�-� . ; ' AUTHOR;IZED BY r :' .- ; ;; r .: ,_ ,.. <. , � � -: i. r •: .; . .. , , . : Signature�bove authorize�s�the above extra ;, . `�,, work to be:billed to contr.actor . � 1. �� .�-7 ` i� i�{ �. ,� f v], f4. � .i. I . � � �., ::.. -- -; ¢�_ _ . _. , . �.. _ ._ �... - ° ..1.' � i. �i �°s I,. !� <� . _ _ ° . ,.�= - - - � � .�,,. � 'i t3 xt 3 b E 41 �i'�t::�1 6; - fi��a�'�i*�L�K.a.?s.,.�..��•�.�.�`s5�: �z:c . ; .,,.,,....�ca�e.n,,.. . �a.-__ . . .. . . ___ . . _ . ... �+�,,..� : . �. . �... .. . . . � .- . , . � ...... . . . , . 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' � - . , _ , � , �.. _ . . . . . � , .,y --. ;° � � ... .. �., �'k . , . . � �� :. '�,�� . `��. �` � ��,��:.� �,��,.�. '�� '`.z - � — - - - — � ,••�, i,..� --- , �■ KCI Construction Co. /► �A' 0 � � 0 R D E R 10315 Lake Bluff Dr. E X T R/1 lell St. Louis, Missouri 63123 �� (314) 894-8888 �� 2 6 0 4 ' ',�,l Fax No. (314) 894-7418 PROJECT NAME: C�P�P �� I P PROJECT#: ��-��-- DATE: ��'06�I�- WORK PERFORMED FOR: �'¢GG�S DESCRIPTION OF WORK: ��`C��'�� /3�--/� �<x 1.t --5�� r�v 3.5 `� �t'�-�- 5�� W G� �� LABOR HOURS UNIT COST AMOUNT - -��(/ �--P C�� ' - la�Y"i� W11"�'� " O v..'��'c7`� ,� utc� �_ A �. �- 4, � „ �.� . �¢�J�, � _ _ SI�,�. �no — L7o �ak. Sc�� s t � �� - — • � SUPERVISION: - SUBTOTAL LABOR .. _ MATERIAL & EQUIPMENT 'l� � � - � '' ).t�. �r� '�O6 - O �e � ISUBTOTAL MAT & EQUIP I KCI Construction Company COMPANY: ( j TOTAL: J��s BY: AP ROVED: OVERHEAD & PROFIT: GRAND TOTAL: � A` _�._,,.r.,.,..._. —. �--- � - -- ..rr,.--. . . ' ,.... . � . �,: r . , � �:: '_. . . . �".,x� �" .�0.9.�i� . EXrJ['RA_WORK ORDER _ , -�: � . . J:..IH BERRA. CONST. CO.;,�y� . • � � 5091 NEW BAUMGARTNER ROAD ; ST.LOUIS,MISSOURI 63129 �' 487-5617 • - ` • � :� -�^ --...• � ,2 G�7"�-Lj�Z,,, I l.•.n.�"h DATE 11� ' N. .. ; . . . . . . �� \� �f..11,/�U�L".� , ; � ,•'.' CONTRACTOK . '.. :l.'OCATION �`-�.�u�� ;�✓..l�.r.�L� ' . -� . � nU1T ' ' � S7ART , .:. MACHiNE N0. — _ �(4' bPERATOR ' . .. . ` ` OPERATOR'S HRS. _____------ • � :� CONTHACTOR S HRS. — . EXPLANATION , I , �.,;, ��V. �t �� `A . � Cs:,•:�.J.., a '�' � � �,.�.��"��.�.r^r�.:�.�r`., ��'j t�� , . r . �; " �' � ''E�,�� `,��.,� v .��,� t:�s� � } .�; �:.:_. � ., ,; : � , , , a. �1::%'> >sx...^.�'r�'�C�i=�' �t.�:��'r' 4�I� ; '' ' ^� ' _ a, ` _ . � ��"�'��,, ` ' � ' �r.;..�J��'f �: `(�_ . � `'��.,c� r`=1 . . . r , '�' ;} `�,:�'.�'`-`- _ : : ' . 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E X T R A W 0 R K 0 R D E R 10315 Lake Bluff Dr. St. Louis, Missouri 63123 ■— (314) 894-8888 �� 2 6�6 �,_ Fax No. (314) 89�#-7418 � '; PROJECT NAME: �,�r 'L �� PROJECT #: �L� DATE: f'��I2' . �� DESCRIPTION OF WORK: r✓�"� �d�'� WORK PERFORMED FOR. �ix �-1 J� �3��I s�-.�-� ��e�2 �c fl �� LABOR HOURS UNIT COST AMOUNT �C� C� 3 - G�A�Q-�, l-)o iu e�' ��O,v r 1�� 6 � - ,, 7'o e �l�- tr e �PP,v��' -Fn+� -� _ . � .�;� �v�.�4�`�d G � i�r � 7� s�'�; e�-r P{ i�f - FM � � ��r I .��, ; �► P-��'�-i��" !�� ,� �a .5 l-�e�e ��-I�-v-�o� a�`�-1 a� l��rre � �-h� 5 SUPERVISION: � '� SUBTOTAL LABOR MATERIAL & EQUIPMENT 1�2'b � A-av GG �o( �� S �/�- ��G{�e�/rll .(K� - 1� T �,�s �J � 1 0 Pox" �v �� r _ �4� ��,� D��' ��c ►� Ha-� �'S � � Q � v�1� � ,,,� - COMPANY: SUBTOTAL MAT & EQUIP - KCI Construction Company � l� _-� �A.e.��.S TOTAL: BY: APP OVED: OVERHEAD & PROFIT: / —"` ��fi�'`- GRAND TOTAL: .-., .+�. �� rco � rs�xetiori�Products � � ��0('� Ma C��' 824 S. Kingshighway Date Invoice# Cape Girardeau,MO 63703 4597 11/9/2012 r'"�"��C� 573-837-4347 ,..Gf'-'T=-oJC"�"iJi 1 PRCQUC"TS,lL� www.marcocp.com Bill To � Ship To — �-- �.�� KCI Construction Coompany � � 9907 Sappington Road Saint Louis, M063128-1644 ---, _.. -�. - � ---r—., _____—.-�. F.O.B. ._......._...,._.._.._.._.._�..___.__.._.__ Via � P.O.#/Project Ordered By Rep S.O.No. Terms Ship i ' 11/9/2012 CPU � 12002 Wade H TM SO-3958 Descri tion UIM Price Each Amount � Quantity item Code p � � SG 29.32 527.76T 18 HILTI-3412766 Hilti HY 150 Max Anchoring Adhesive , (11.1oz) ' 119.686 119.69T � 1 HILTI-2029270 Hilti HDM 500 Adhesive Manual Dispenser EA ; , � { i i � i , ; � � 1 I i I � I I � � I � � � i � � . ! , ; , � ; � � � - � ,Tl�ank you for your Business! $UbtO�� $647.45 Sales Tax ��.�%� $0.00 ! Please remit payment to: Marco Construction Products " T.OtaI DUG $647.4� � 82�t.S:i�ingshighway ��j�iu,jVtO 63703 I ^ � � NU WAY CONCRETE FORMS S.E.,LLC 4788 OLD CAPE ROAD EAST ' � JACKSON,MISSOURI 63755-3816 ��,��,��v9 (573)204-0100 . (573)204-0411 (FAX) (800)599-9854(TOLL FREE) (800)542-1214(BILLING INQ) Invoice: 340538 Date: 11/07/12 • Page: 1 C Bill To: 4140 • Ship-to: TEMP �'� KCI CONSTRUCTION COMPANY CAPE WASTE WATER TREATMENT � 10315 LAKE BLUFF DRIVE PLANT OFF SOUTHERN EXPRESSWAY. ST.LOUIS,MO 63123 KEN 314-568-9718 CAPE GIRARDEAU,MO , •"�:�'"• ..�„' - ;r�C.` ' ' Sale�'s�O,rde�Nu�beri ` s � e'r ber P�frehaser�ID,kName ��;�' � . :�� ,.?�?$ :�p " 683574� KEN M ' Jim Gunther KEITH VANDEVEN '.��;�s � Ta��od`e �i ;a�St�liP �)ate • a�r�� ;i °'nt�Ty�,e ., ,Ship,.�'i/ia,. �� .y. NET 30 MOJACK 6.975% 11/05/12 ADD&PP .NUWAY TRUCK �. .� �:es�r,.�ti�� S .ippe� '� -il1�M; 4 �'P�' e ,�P�r�. , -,T��.�� '. NOF,132 , #3 X 5'4"BENT 12"X 14"X 12" 30 .EA 1.050 EA 31.50 14"X 12"STANDEE BUIL 132080300D-60 #8 X 30' DOMESTIC REBAR GR60 50 EA 35.800 EA 1790.00 (METRIC#25-GR.420) UNIV SBU-030 3"SLAB BOLSTER UPPER 100 MF 535.000 FT 53.50 "COLOR CODE ORANGE" - UNIV SBU-020 2"SLAB BOLSTER UPPER 50d MF 450.000 FT 225.00 "COLOR CODE GREEN" NUWA DC DELIVERY CHARGE 1 EA 5.000 EA 5.00 .r I� �� Ul� � �p� D�_2c�2- Thank you,Jim Gunther,for your patronagel u '� F�',r• �' ��'Gt��'�'Y�' `k 1�7��' ` � '"� Char e,� �iseelia'�eous ; ��ota ue � ece�v�'�clB._�,jl, �tMerchantlises� ,� � ax ..Sb)P.P',;y 9: �... :��.�,qsa�!a.�:.�' �3�<��.s�, + �� 210� 1 .00 5.00 • RETURN POLICY 'Refunds&exchanges must be made within,30 days. Nu Way your concrete tool and supply headquarters. "Refunds must be accompanied bY sales receipt. *Restocking and/or handling charge may apply. � � .. _._._.. _ ._ ..__� _.. _ . --- _ _ - _ _...: , , ,: : -:� E ,; .,:: .. . ,.. . . . � �4 . .. . . , , . E��TR�►. wQ�'-:�RDER �z ;:.; �-�:�v�� . , � . : , , . . �- :, . . x ;_ J. H .B]ERRA CONST. CO. , �.; 5091 NEW.BA[3MGARTNER ROAD -� ST.LOUIS,MISSOURI 63129 � ` 487-5617 . - , . f , w _ DATE �q��:'c?.i:.J1`Z. . � . ,�'`t`'�' !'., �r-:;�- -- c CONTHACTOR .� �-i:�;;1 • • � ;LOCATION t_.'" �' 1 , -- � _. . _ ; :START UU IT . ;OP,ERATOR MACHINE NO. -- .. '<CONT..RACTOR'S HHS. OPERATOR'S HRS. — � �. 'r .'EXPLANAT,ION .� z ` , � �� v� ��) � 3�e 'v3 e'J.W '-�.\. ��r...'�ir`�� - . . f . . ' " . ' "_'� , . , , i�`•��' � � . � � {, 7 tF'J h F ; :::� �''ty� a f.d�r..��.:.r' .. . t—��. ` �l<'�''^ � , . � � f # :� � ��.��s., � �n;�;��.�- .��;a;r �-� .� f., �, ; . --�' f , ; � � e; ; �_ - . �, ` � . -, ` t _ , . '��.�,., ��:�,,�� . . . . " ,'.` AUTHORIZED BY � • • R14� - ' . . . . i y, '� ....'.. . . :•. .. .. . " • . . ' Signature above authorizes the above.extra �� ` � work to be biiled to contractor. � �,t Y� ��.+.�.,:.�......t,.�:a�. . �. . .�—�i-._�.. i�L,:.,,f� . ^ ..., �, � ,L. '� ` � ' � � i 1. 1� .. a i_�� `'`� F ' x ro":� .,lC x �� C �• � s- i � . i ,�' �� .' y� t �. �.��. � - ae�� .��,as��'��'r �c'��,�7��.�...�� 4 S ,� �s� �'zL3n�i��ar`�'��'kt��{�}5 �� a °lJ �f,�z `�� 'a. tir �� .t5� ��,�1�i , �-� �{�'t� v �" � �,m .,ST.''�`�#"�}�; 4 4a y„^"i �' �'� � J.�-S��.�t�..�b��d� �,.� t..,i"a a� as ��9�'� �.Z�:t 5�� r � �x�F }a`�" � s,.s �' u'Sy"{x�i ,r �� '� ;.-t�c'i,"� s�t" �R�' +�-��a 'Sr`c.n.Sta�C�"`t�"a F �r�rj^ask�..+ti�rY�S�. ''�' a�,`. � tF �a �j' d 'X ��S3u�,'�'�`d't�TMy1' 'L�1.F s'S y _.�,5 V l �'_ 1 ).. I',s� .;.� -�. '**;e �t�,: � -: T� _ = ro -. .� ..� .�� t t� i-.r , t •+ 3 ._ ,. ,._ - ._�., . . --i . � ... � ` i :��- � � . . ,�;: >„� , ' PEI: 314.487.06]�7` � E h. .�14.487.5II17 ��'�';«'.JHEEKRA.COI�I 0 . `4 �� == �� 29956A � November 25,2012 4234G KCICO2 KCI Construction Co 10315 Lake B1uffDrive � St.Louis,MO 63123 The following invoice is for extra work performed at CAPE GIRARDEAiJ WWTP. 11/02/12 8.5 HR OPERATOR OT 100.00 HIt 850.00 8 HR 200 BACKHOE 200.00 HR 1,600.00 . g HR LABORER 55.00 HR 440.00 10 HR D-400 300.00 HR 3,00�.00 • 2 EA MOVE COST-200 BACKHOE 250.00 EA 500.00 , 50.5 HR OPERATOROT 38.00 HR 1,919.00 16.5 HR LABORER 26.00 HR 429.00 • 11/03/12 • 4.5 HR OPERATOR OT 38.00 HR 171.00 � 11/OS/12 3 HR 289 BOBCAT 135.00 HR 405.00 11/06/12 10 HR 200 BACKHOE . 200.00 HR 2,000.00 • 10 HR D-400 300.00. HR 3,000.00 1 HR BREAICER 225.00 HR 225.00 8 HR LABORER 55.00 HR 440.00 . � 11/07/12 4.� HR 200 BACI{HO"E� ' 200.00 HR 900.00 • . 4.5 HR D-400 300.00 HR 1,350.00 '3 HR 345�-IOE . 310.00 HR 930.00 • . � 11/YO/12 . 10 HR � OPERATOROT � 38.00 • HR ' 380.00 . : � . ' ' 10 HR LABORER OT 26.00 HR 260.00 ' � 10 HR FOREMAN OT � 40.00 HR 400.00 � � �, 10 HR LABORER � 55.00 HR �SSO.OQ '. - . � . • 1267 T'N ..2"MINUS � .. � ' � : 14.65 TN . 18,561.55 ; .� � � ' . : - • AMOUNT DUE � .• $'38,3X0.55 �rc� . . . ' • TERNis: Net•due upon Receipt - • . � • . ' � ' � � NOTICE TO OWNER � � FAILIIRE DF THIS CONTRACTOR TO PAY THOSE PERSONS SUPPLYING MATERIAL OR SERVICES TO COMPLEfE HIS CONTRACT CAN RESULT IN THE FILING OF A MECHANIC'S LIEN ON THE PRDPERTY WHICH IS THE SUBJECT OF THIS CONTRACT PUSUANT TO CHAPTER 429 RSMo.TO AVOID THIS RESULT YOU MAY ASK TH15 CONTRACTOR FOR `LIEN WAIVERS' FROM ALL PERSONS SUPPLYING MATERIAL OR SERVICES FOR THE WORK DESCRIBED,IN THIS CONTRACT. FAILURE TO SECURE LIEN WAIVERS MAY RESULT IN YOUR PAYING FDR LABOR`AND MATERIAL TWICE - �e:.ti,•: , ;,,,,. ,v � _:..� :� j' A�- '--.r � l: . -' . . �v, w{-. .'.i Lz_,,�3E��i �f, �'L Jr ..4 _ ..�'�Pf,,.�...:5 x"+ _,.S_ vr .C. �:t _^��e�Yt�..,'f... i'�- r��.N�S�_^'�'F..f�4�' ��:-°�,�27`-S t.xiv'. - _ .ry_ y Il --� ,•... _-- -■ KCI Construction Co. 10315LakeBluffDr. EXTRA o � ORDER St. Louis, Missouri 63123 � (314) 894-8888 - - - - Fax No. (314) 894-7418 �0 2 6 0 7 � i PROJECT NAME: C�P-� (.�/lal� PROJECT#: I �Q�^ DATE: � � r��12 WORK PERFORMED FOR: ��v DESCRIPTION OF WORK: -��J�aG�'l �_�x v� �� P�f ��.� �G LABOR HOURS UNIT COST AMOUNT �fi/�-� -� f�a5 I l,e�l' -�W F.M• �.. - I�C �'�(a��e ��- _ d�e� C� �'r2 '� _ o ,v-e 'f t�� e (�y 2..��'i t-�� I�2 � ^li�� }-� - Lq� �•/�• � �- -� �, �.—e � �' s � G r�G C . ��f�laf � � SUPERVISION: � �' I MATERIAL & EQUIPMENT SUBTOTAL LABOR I �l 0 � �v r ti I�l /3,e. I � ,v2. �'l = _ I i - i � i � KCI Construction Company COMPANY: SUBTOTAL MAT & EQUIP �._ ' ; - � �cc� � TOTAL: i i BY: ��- APP VED: OVERHEAD & PROFIT: ` �'"'"� � GRAND TOTAL: i I � ✓"� - - �. KCI Construction Co. � � T �� 0 R K 0 R D E R 10315 Lake Bluff Dr. St. Louis, Missouri 63123 � (314) 894-8888 �� 2 6 0 8 ' ;' �', Fax No. (314) 894-7418 PROJECT NAME: ��'�C ��Tl" PROJECT #: .�,��– DATE: �l��'� WORK PERFORM ED FOR: ��— DESCRIPTION OF WORK: � � � uv �5� s��-D Q�r �c.� �6 P�P�,� �.�, P�- � LABOR HOURS UNIT COST AMOUNT ,�- �� p�{'� - �A i3 � R � 12� tis - �ac� � � - r1T- s�► � ' ��v� � P - SUPERVISION: . SUBTOTAL LABOR MATERIAL & EQUIPMENT ' . �C �� -t., � �► I��J = �' � � � ( y � ,c.�-e.c Qc; (I Q ' - - ;,.f:. KCI Construction Company COMPANY: SUBTOTAL MAT & EQUIP ( ) \ � TOTAL: - �1 AC.c.,�� _ gy; APP O,VED: OVERHEAD & PROFIT: �`�'�, � , 1-�� GRAND TOTAL: �� __�^'------ __ .... --.__ _ - r - - �■ KCI Construction Co. 10315LakeStuffDr. EXTRA 1NORK ORDER St. Louis, Missouri 63123 �� (314) 894-8888 �0 2 6 2 0 , Fax No. (314) 894-7418 i" PROJECT NAME: ��-6 e c�cv-�P PROJECT#: ��- DATE: ��"��~I .— WORK PERFORMED FOR: � DESCRIPTION OF WORK: v�c'�-�;'��-- � �P�U� U�e�9 s 1�- ��r LuGo `��v LABOR HOURS UNIT COST AMOUNT �o .v�� R�e��rv� Y 3 - - " ; � ,�f; ,� 0 1 r � i i � �f/ll/ r� fS- �� F M• � � �� o f� .2� 3 e � er.�of �-- - �e c�� - � SUPERVISION: - SUBTOTAL LABOR - MATERIAL & EQUIPMENT � �a.� ; Nr� i� cc.A.tv�e 2. - . KCI Construction Company COMPANY: SUBTOTAL MAT & EQUIP ��! � \ TOTAL: �–s..n`e-.� BY: APP VED: OVERHEAD & PROFIT: �� GRAND TOTAL: � � .�. KCI Construction Co. E X T R A W 0 R K 0 R E R 10315 Lake Bluff Dr. St. Louis, Missouri 63123 (314) 894-8888 - - �--,�- Fax No. (314) 894-7418 �0 2 6 0 9 PROJECT NAME: ��OP �PJf-r/I � PROJECT#: - DATE: �1��Lz WORK PERFORMED FOR: ��S DESCRIPTION OF WORK: j�� 35� nJ�R-I� �C l� � �x l�('J n �� LABOR HOURS UNIT COST AMOUNT �� I C� -P f i ,�-.,�.. a r�� %2 - , -. � L�l.l� Gi �t� A� �2� ��1 - `-- ' �► .�1 c ,�►. �.�-(�''� G,a. i P .�- ? ''� ,� �-e �-/� {� �.n�. 2 �G � -�f�iof .� � � A v v 4 I�.�r l�a-v c� ��L P� �.,�. �t - ��ve v� �l � �.5 �I �o.� c�,�r�Pr . � SUPERVISION: �� f�,p..� SUBTOTAL LABOR MATERIAL & EQUIPIVIENT � G i ,L -E' � � � � � - - �- � �o-1�.� 0-�Pt t�►-c1� �0�2 �' Re�T� . 0��. 2'4 J ,v 1�e ef f�cb� b�-l�� - - �KCI Construction Company COMPANY: SUBTOTAL MAT & EQUIP � � TOTAL: -- �,� o�s BY: /� AP VED: OVERHEAD & PROFIT: i �t. GRAND TOTAL: .-. +� -. - _ ,. -■ KCI Construction Co. E � T R� qi� 0 R K 0 R D E R 10315 Lake Bluff Dr. St. Louis, M�ssouri 63123 ■� (314) 894-8888 �� 2 612 ' -. Fax No. (314) 894-7418 %" ; PROJECT NAME: C'�� ww� r PROJECT#: ��D(��— DATE: ��"� r�� WORK PERFORMED FOR: ��'CCaS DESCRIPTION OF WORK: �U `3'� � {�,e-.0 �o��1 �i rc I,tl G.l� ��v LABOR HOURS UNIT COST AMOUNT �a�-�Fy �l a�►��5'0-�,� � ,��I �8�� Qo�z6 �-- � SUPERVISION: SUBTOTAL LABOR _ MATERIAL & EQUIPMENT ; _ � SUBTOTAL MAT & EQUIP KCI Construction Company COMPANY: ` �.._.i ` = � TOTAL: ��Aed S gy. , 1 AP OVED: OVERHEAD & PROFIT: ��"� ` GRAND TOTAL: .. ^ � � � ' I i � -- . - ,.:�,r-�� . � .--�--.� , __ .,_-. . . -. ,�;. ., ... ,. .... . _ .. ,=,;:.;�,..,. . . ` ; �� E�I�R.A WORK ORDER ,�>:� �%�:�� . - � �;. - - . �,, IEtRA CONST. CO. • Es �J. II. BE � , `. 5091 NEW BAUMGARTNER ROAD . • R •: ST.LOUIS,MISSOURI 63129 487-5617 D'A7E a�- V� `ZCJI Z. �12.1.;.� ; � � � , , .. . : . ,, , CONTRACTOR , '�� r�v'1r�'�t- , LQCA'fION l i'_,:.�'�'�..' �_�3�� . . p . ' QU1T START ' . `OPERATOfl • MACHINE NO. — � ' OPERATOR'S HRS. — ' , CONTRACTOR'S H�HS. i ar�v ; ' • 6�.�'C..��.i d" `'ll.�..�'r'� `'1' Y�-"�„L'„^.�.,�,.-�= . � EXPLANA,l'ION „P n '��+ ;°: :..�. : i� �.s;�x..ti:.��., '�, . �. ',� . ��;�;�,(� �-^ � ��,,�� `f'��:�.1,c Ct' ' �l.�i '� 3 ..� � "' �.:.�:r � _:`', . ..i:.,V'uY�. � / . . . , '� �,q;�•'�-",7. � , . . v .f,.,+�.,�.�C.J�t�. .�c!{:r:� . � . ' } ' .. �� ..;,,,. <<...�r�•.t r'��, . . v i-ti i1 v � .. = ji':'�,�i;%;c}`.+', 4�'t:_r,_t,- _ :5�. J Jt ..�.': .:�.� . . . i . . y/;, 11;�,,�r,,,�� . / •�r'\ AUTHORIZEU BY, ' ' : - � Signature above authoriies the above extra . ' � : work to,be billed to contractor. • , � ,: -._„� ��?�� .�.�,. -<<:, ,,�_ .� --.. � S� � � !. �:r 1'. �' t4; :� � � i ! ;:"� ;. `{' �•, �, 'R � '6� � � } :`c, �. � �., # '� �,_ � <:`�... � .':��.+ i ��;f-;t�. f� ;. t �ckt> ,il:7"....#-:i�5 6't• ?.!� �. �.�t . l.i<� �t.. ;.;v�. .��:z3 ::'x `�' � , :?!9.'173 3.:3�u�3 • , . :=]J=1_s}�;it 7.5:'3 7 � � �Y tiv'��_,; r, �1 7J.t3�?iiT�i�.. 1)t, ., �VIJV�J_t� i��ti�;a:��•..�:s�7,:Zr):t_2 432.J.a�; ;�CI��2 �,�,:.�L:Q,7,1�tTL1t;i:l�_L1 1:0 �fl��:�,+�.:C��s3.1'.��.�}.i'1 i�£ .r'`�'�. �..t):2�3,.tiv�� J�7�.�� '��e fs�il��g in��'A��ar�r��s��Y a��:��A�1�'�'P, .l.l>A�i�r.i! ;S •�1� �L.17j7tif]R.ta�a]�13J� _'t.} 1�.�1:> Sl[1 ,i.,j.i.�.j `I�: K �-i 11. �S?�EI3t�.T�� 6�, t y .�.;,.� H�, .�� Z?�O,t.t � �-I 1? �� ;Zo.5� �r*;� � ..i-��0 I 13.o b :' �� 5��53�'�' 2�;J.t+t� �A S�fl,UO ��'�'�� '�� <.__� � �,#�17� � `��e �3�3 s��a��'3e��i�a �7�� 8�.�41��?��!`��D�`�31��J 7��1.x1'�9��.��`��9V��C�.��?�19� ��'��P9�'��5��9`��S� � � �0��`��0�9��`d'�a��O�JJ�.'i'��1�'°�dJ C��.�!l��T�JIi� ��.`�'Y,9�1��S`��it�9��3�A�;�� °�L�F�'S�J4�33�' ��Li�3�d��.�'��'i�1��3a�41��F3�`�9��5 ��a��D��°�3�4�i9�SJ�,�1��1�°��D��A��F�9��I1P��i��3 P��D��AB�I��!°��°��, � c� t� t�: �; �� ,i !' 1. 1%,"t' i�; :� d `1' 1�, t� t; i f: �. t► i` '�F ��. . 'i' �: c� �;# �`:� :'� `� . �"�, __ ----__. _---. ._ _ _..._ _. ..---. --_---- �. KCi Construction Co. � X T R A VI� 0 R K 0 R D E R 10315 Lake Bluff Dr. St. Louis, Missouri 63123 (314) 894-8888 � ;- __ �� Fax No. (314) 894-7418 �a 26�0 � � ; �: PROJECT NAME: Ci1�•P�G ��r PROJECT #: DATE: ^� r I�' � WORK PERFORMED FOR: �-f'� DESCRIPTION OF WORK: �� OG� �i 1C G�� o�ir.�► ��'rv e 7`vt-R-L 5?�-�J - LABOR HOURS UNIT COST AMOUNT �� /�P 1 Q�lP/1!,rj _ �-/�4 4 M iT .cJ�O 9�r� .. LAt� F.r• 5 - ,�- �-r I� /�t o � � - I.na, � � - ' ' I0' . - � f�u.�r;�� _ �� (� -e - oP � .S .�-fl-2 H u5��1-�-e� - t� �,M• � �f� fl,� .� ; Gl s �,s - �w � ��- - /'�o�µ �� i�yT�� -2 SUPERVISION: • e.,�/ (��C�� - �v►P'c 2- SUBTOTAL LABOR MATERIAL & EQUIPMENT �D TON �.,,�►� ��e.I ,�,v.� 5 �3 Z G .vc reT �. �I'o.t�' �6 c e r (� �rOs c-�� ` D `t�5�-7 _ � 185 Co,µ ��.sso�r 2- , KCI Construction Company COMPANY: SUBTOTAL MAT & EQUIP �_., _1��J � TOTAL: v gY. �j��"�'I APP OVED: OVERHEAD & PROFIT: G�� u, GRAND TOTAL: � -- ,—., � ., . _ < , – � ,;...,.. :,.,:. ;: :,,.. .. ., ., , .,,, _. , .. .�,,.. , . .. ,. . .,. _ . ,. . ,. , . . . . ,..�. --�. � � . � � .� ,�-:�, , �w o Q�i ,. " Conveying, Inc. TO: �..r`� '�" f'y � .{ ��;�� DATE TO POU R: � � � '"} �i L e' '?'��! � �e�.�/r� YOUR ORDER NO.: � JOB NAME: OPERAT.OR: �'s �P't j� (�,�,.,�.r.�,�'.. ~,�'�..c�� v'laL1� ��[� � j��(j(.�4"",�0, C,.:, tt t��b�'� JOB PHONE: TIME STARTED: LOCATION: � ARRIVED ON JOB: � '` t' . `� f C_G ED`� `!7�Or�t f�A�r c.Na � -,•- f, ..}C.:► � TIME IXPECTED ON JOB: STARTED PUMPING: � �)�.�1� � �,�� ''�'�. � AMOUNT OF PIPE NEEDED: STOPPED PUMPING: .��.aY'1'"! � DIRECTIONS AND/OR COMMENTS: LEFf JOB: U . i L ' . /`.v ` ' �,�� TIME ENDS: ' . �. l.T�. � .M 1 �ra �I'. I� _Y y�..-�,,.4 �� .��' � ' � ��'� ��1� ROCK HOPPER: YES NO � , . � ��-k �I ��, READY MIX COMPANY: I � � �.L.�,.?"' 1�.:��,.� .. - , l �') I`• ��/\ . , UNIT#:1 t Quantity Description` ,`,� Price Amount �-p 9 s� hours Travel:Time }� ;; �ti��j"' �%�� EQUIPMENT USED: i �t � a,[J �� -� hours Job:Time �-� ',y,! ,d �;�'�; � ��>�� ,�"°�, � t.;,�j yards Yards of concrete placed f�(j j., �j °c �.;��=+ i tons Tons of rock or sand placed TOTAL YARDAGE PUMPED: � � Bags of prime �� "" N,, `�-" � � � � ��,�� i � 1 � • I 3 hour minimum on all jobs. TOTAL DUE � �°�'� ,a ��i. ..�.- NOTICE TO OWNER , � FAILURE OF THIS CONTAACTOR TO PAY THOSE PERSONS SUPPLYING MATERIAL OR SERVICES TO �,�:��, ��: � COMPLETE THIS CONTRACT CAN RESULT IN THE FILING OF A MATERIAL OR MECHANICS LIEN ON THE ��-._-",�t� �a �,��.� PROPERTY WHICH IS THE SUBJECT OF THIS CONTRACT PURSUANT TO LAW. TO AVOID THIS RESULT ! WE MAY ASK lNIS CONTRACTOR FOR"LIEN WAIVERS"FROM ALL PERSONS SUPPLYING MATEflIAL OR CUSTOMER SIGNATURE � SERVICES FOR THE WORK DESCRIBED IN THIS CONTRACT. FAILURE TO SECURE LIEN WAIVERS MAY We are not res onsible for an dela s RESULT IN YOUA PAYING FOR LABOR AND MATERIAL 11NICE. P Y Y ' A DELINQUENT SERVICE CHARGE IS COMPUTED BY A"PERIODIC RATE"OF 1 1/2�o PER MONTIi."20�o Time based on portal to portal unless PER ANNUM"APPLIED TO THE UNPAID BALANCE. STATE MECHANICS LIEN LAW APPLIES. OtF12YWIS@ tlOt@CI. WE DO NOT GUARAN'fEE FINISHED RESULTS obtained from this load of concrete,as many important ' factors affecUng the ultfmate quality of the completed job are out of our control. DELIVERIES MADE ON PRIVATE PREMISES ONLY AT PURCHASER'S RISK. We will not assume � responsibllity for any damage caused by our trucks when requfred to make deltvery anywhere off a paved ' pubifc street or roadway. ' 3564 Hwy E • Oak Ridge, MO 63769 •573-450-7813 or 573-450-7814 � ' --------- ---- - � -- --�-- -�–�— � � � W N °s,,.,- �=;;'sa:' � � C7 C i ., � ' ' � O O �k� � �+ !,� � z o o z z z z z �'� z � � ,� � � a a a a a �: � ;�; � �} , � h � � A a � ` � �� d � � v -� x a H �<j,' � � v?; � n x f � � � ' 4 '� � i'��^ � � y,�1.� � �, � O O J� �',y. L' �`�'T ' �` FC � � � t i t � � ?�` J � O k �'' {d,: —�- 7 , O � � � � �1f.'.`�.: � � �S�� J � � � �i�; 1 `,. O � '�"�� ' y . v� y z '�'r �: i`Ft.;, � �� r{ j � � � � t 7 Y� LI o � � a a a a a �„ ,:; � i<.i.; C d � � ?'�:�',i�,�;- � :E`<'ws` � � K� � 7� �° � � � � Yj �' tr'`' S. H t�i Z � �t � �r�.. ri � �� p � 4.t„rt�,, v '`'�s�. z � � ' ,� : 0 k�t-n�` �' /� T�?i.�� H i�:r : , � t'� z � .3..�F-;: �/� �:'�; � �..3 1 x 3"f. \ � � ? r; A' ��{r ' � fn '�? � �. � �tt ,�f r, ' ^ � � 4.: 1 Z l � �{ ll 1�".F . � O ry ClJ ��(a�yr � � t' _� �� 'r-t�y� (� � ty�' �\ y,..., r � � ; t�. � 0 r�f� � E�+� � O � �:s � „ - . �' ji.':� �� d ?,� � :��;"� � H �:t":,.r�-' . ,4'r��_� � � � � � � �t��= '� ��a � � r� z � � � �� k a.. ,:; " ti�� r� c�� ;��i�` rn �� j E;f C� �y,: C' � "":�-i�? � '1�� y q��3.,,q; �.r;-y��; � � � '�1�Yi'� �Lb�J 1, z � �l� y ;�'��.K„ v�y .'�i; O j+4 spL i. tJ H z ,'�� ri' � ;.i �; � O �f4 r.: '�ps�:: � � �, � � , � � e �,�,,,, H �Ff.F.,� � h.y�k• � H � ;�,� r,; � x+;��.; � '��:;:;Wr v, k }-� � t� � ,,�; � ,:, � �,{��t; °' :,:��:=�:'.; i��:�:�,�; �' j Y: � � ,Z XA yr.� Q ^ �' � � r m 'A y .`),s';.:,. � �'y � 4 i w � f i' C v�i y f4; � ', � � � �� , �, � �� 0 i; � � O � � l, - .:Z`:!v�� „,,� �"* -� .,�onsUucUon InVuln�i1Uiqli�P �BdG � Project 34811 KCI Construction-Testing Servlces-Capo Girardonu Waetowato�T�enlntant PaUll ��IA -: ,��l�j�d��._ •, � _ t QC Testing and Inspection Services ' ; Professional Fees ' �� (il�t� ' :E . ��Ig . ; HiQ�r� 'f��l� , �1n�n�ni ` <; _--.._.---------- —--- - _. ,:, __ -- —— -- --- --- Sr.Materials Technician ;� 9:�I1��124�� dQ . �19,90 : ��,QD ,j Concrete lnspection and P�paration of Test Spoclrilotls �`r '' :'�t �'��o�i�e�� ` _�;�� . �a,�� : a�o�� -. Inspection ofDrilled Piers 1il��l�01� . �A�v� � �a,aa e��oo. . Inspection of Drilled Pie►s ' Generate Reports Concrefe Inspection and Preparation of Test SpecJmons;Spaclmon Rotrloval 11/13/2012 12.BD 49,00 "812,60 Inspection of Drilled Pieis Generafe Reports Concrefe Inspeefion and Preparation of Test Specimens • 11/14/2012 9.50 49.00 465.50 Inspection of Drilled Piers;Concrete Inspectlon and Preparatlon of Test Specimens Generate Reporfs � 11/15/2012 13.25 49.00 649.25 lnspectlon of Drflled Plers Generate Reports ConcrBfe Inspectlon and Preparatlon of Tesf Speclmons 11I1812012 2.00 49.00 98.00 Compaction Testing 11118/2012 10.00 60.00 600.00 Inspecfion ofDrilled Piers;Concrete Inspectlon and Pl�patatlon of Test SpeC!»1e►is;Soll Density Test with Nuclear Gauge Generate Reports 11/19/2012 12.50 49.00 612.50 Inspection of Dril/ed Piers Generate Reports Concrefe Inspection and Pr�paration of Test Speclmens;SoI!Denslty Test wlth Nuclear Gauge 11/20/2012 9.50 49.00 465.50 lnspection of Drilled Piers;Concrete lnspection and Preparation of Test Specimens;Soil Density Tesf wifh NuclearGauge Generafe Reports 11/21/2012 5.00 49.00 245.00 Compaction Tesfing at New Plant and Old Pfant;Concr�te Inspectlon and PrepaCatlon of Test 5peclmens Specimen Retrieva! - - . ��a�zo�z �,oa:: .. �io,00 - ��oo Specimen Retrieval . ` ' ; ; _ __ _ � � �.�l��1��1� ��49 �9�(�9 . 9�� i Specimen Retrievai,�Sofl Denslty 7'ost wftll NuotottP Onugg _ ; ;� . �:�1�71��. : ��B:t �:��,: ; �� : :�,1 Concrete Inspection and Preparallon oITOHf SpOUlfi1B118 � _ Generate Reporfs • . ' . 9�I�Ql�t�� 9 �� .,.:��f� � - _;3 Specimen Retrieval -• ; - ° ; , __ - �4��9��69� . .,, ' �� . ;�� ; �� 'x_ SoilDensify Test with NucleorCauao;CA11pl�Jlti 111l1pUp�1011 H11d Iaf�1�1�11'�1N�If�1I��'��r��1��1��11�1IR ; Soil Density Test wifh Nuclear Gaupo;Spaolmon Rafr�evAl �- . ��oi�o�� . ��,� _�_ � �� __. — KCI ConsWction Involca nunibar o��A IfiV��_��1� � ° � `�% F��f5r ” � ^ l L:�.l.�L L L L D�L-r� co�c��r�, e�c. � Dellnquenl accounts are sub)ect lo a linance c harge o l 1�l2%per ` . . � � ' .� moMh(78/)Annual Percenta9e Rate),or mazlmum rete allowed 6y � law,plus any associaled Iegal or colleclion lees incurretl lo collecl QUALITY READY NIIX CONCRETE relerence account. DELTA CONCRETE DUE DATE:12/25/2012 P.O. BOX 1838 CAPE GIRARDEAU, MO 63702-1838 DATE: 11/15/2012 PAGE 1 LIST OF TICKETS BY ORDER NLTMSER: 2110 CUSTOMER ID: 10139592 INVOICE # 21011297 KCI CONSTRUCTION COMPANY SHIP TO : WASTE WATER 10315 LAKE BLUFF DRIVE PO # . ST. LOUIS MOr 63123 JOB # . PROJECT : LOT $� . USAGE TICKET TICKET PLANT PRODUCT QTY/UOM PRICE EXTENDED DATE CODE DESCRIPTION PRICE 11/15/12 21025170 CAPE GIR.ARDEA 6 SACK 25`s FLY ASH 8.00Cy 51.50 412.00 11/15/12 21025170 CAPE GIRARDEA DELIVERY CAPE ZONE 8.00cy 18.00 144.00 11/15/12 21025173 CAPE GIRARDEA 6 SACK 25a FLY ASH 8.00cy 51.50 412.00 11/15/12 21025173 CAPE GIRARDEA DELIVERY CAPE ZONE 8.00Cy 18.00 144.00 11/15/12 21025175 CAPE GIRARDEA 6 SACK 25o FLY ASH 9.00Cy 51.50 463.50 11/15/12 21025175 CAPE GIRARDEA DELIVERY CAPE ZONE 9.00cy 18.00 162.00 11/15/12 21025177 CAPE GIRARDEA 6 SACK 25% FLY ASH 9.00cy 51.50 463.50 11/15/12 21025177 CAPE GIRARDEA DELIVERY CAPE ZONE 9.00cy 18.00 162.00 11/15/12 21025179 CAPE GIRARDEA 6 SACK 2�o FLY ASH 9.00cy 51.50 463.50 11/15/12 21�25179 CAPE GIRARDEA DELIVERY CAPE ZONE 9.00Cy 18.00 162.00 11(15/12 21025181 CAPE GIRARDEA 6 SACK 25a FLY ASH 9.00cy 51.50 463.50 11/15/12 21025181" CAPE GIRARDEA DELIVERY _CAPE ZONE 9.00cy 18.00 162.00 11/15/12 21025183 CAPE GIRARDEA 6 SACK 2'5o FLY ASH B.00cy 51.50 412.00 11/15/12 21025183 CAPE GIRARDEA DELIVERY CAPE ZONE 8.00cy 18.00 144.00 TOTAL TP;�{ABLE NON-TAXABLE SALES INVOICE YARDS SALES SALES . SUB-TOTAL TAX TOTAL 60.00 0.00 4,170.00 4,170.00 0.00 4,170.00 TITLE TO MATERIAL PASSES TO PURCHASER AT PI,ANT n*�-�'�'�^-,�-^r"-�-!n f f;,-,,, mpl.ci�ce� - ' Delta Companies,Inc.is an Equal Opportunity,M/F,Affirmative Action Employer. IT IS THE EXPRESS INTEN'C OF THE PARTIES TO TIiIS SALE THAT llELIVERY SEE REVERSE SIDE CI-FhRCES CONSTITUTE SEPARATE SERVICE APART FROM THB SAI.E. FnR NnTI�:F Tn nWNFR _ _ . /"'� . '"'� ■ KCI Construction Co. X T R� VI10 R K 0 R D E R 10315 Lake Bluff Dr. � St. Louis, Missouri 63123 s (314) 894-8888 �0 2 611 �-, Fax No. (314} 894-7418 � PROJECT NAME: G.4-re (,vlr� 1 l PROJECT #: �� DATE: �� 9 r�� WORK PERFORMED FOR: �)'��a�S DESCRIPTION OF WORK: ��U� �IO�� 1 �� v i� �� s!�� P�� v c o-�G LABOR HOURS UNIT COST AMOUNT ��-i � ��e � r �.n�. 3 1 �e t�f I D -- r Q - , - � r+� �f�� (�L d �f�r ' __ p �.�� a.. � � rP*�i�r- I ` - ..: SUPERVISION: Py ,��,y�� .3 � SUBTOTAL LABOR MATERIAL & EQUIPMENT `. ' : .�:- �-�� 5 ��o-w�- �. ' ��0 Y�5 -- ; . KCI Construction Company COMPANY: SUBTOTAL MAT & EQUIP � � �'� J ac�s TOTAL: � gy; APP VED: OVERHEAD & PROFIT: J� f''�-��'�- . GRAND TOTAL: i _ �..� ..-. - ��ti`i`�� ,L ��.-r� co�vc�E-r�, i�c. Delinquenl accounts are subJect lo a tinance charge ol 1�/2%per i� , � ... . .. � monlh(18%)Annual Percenlage Rale),or maximum rate allowed by � - " " " � " �aw,plus any associated legal or collectlon tees inwrred to collecf QU,4LTTY READY�CONCRE'TE relerence account. DELTA CONCRETE DIIE DATE:12/25/2012 P.O. BOX 1838 CAPE GIRARDEAU, MO 63702-1838 DATE: 11/19/2012 PAGE 1 LIST OF TICKETS BY ORDER NUMB�ER: 2105 CUSTOMER ID: 10139592 INVOICE # 21011404 KCT CONSTRUCTION COMPANY SHIP TO : NEW WWTP 10315 LAKE BLUFF DRIVE PD # • ST. LOUIS MO 63123 JOB # - PROJECT : CITY OF CAPE GIRARDEAU WAS't'E WATE LOT # . USAGE . TICKET TICKET PLANT PRODUCT QTY/IIOM PRICE EXTENDED UATE CO�r. DESCR�P^tION PRl"(:E 11/19/12 21025234� CAPE GIRARDEA FLOWABLE FILL 8.00cy 33.75 270_00 il/19/12 21025234 CAPE GIRARDEA DELIVERY CAPE ZONE B.00cy 18.00 144.00 11/19/12 21025235' CAPE GIRARDEA FLOWABLE FILL 8.00Cy 33.75 270.00 11/19/12 21025235 CAPE GIRARDEA DELIVERY CAPE ZONE 8.00cy 18.00 144.00 11/19/12 21025236� CAPE GIRARDEA FLOWABLE FILL 8.�Ocy 33.75 270.00 11/19/12 21025236 CAPE GIRAFLDEA DELIVERY CAPE ZONE 8.UOCy 18.00 144.00 21/19/12 21025237� CAPE GIRARDEA FLOWABLE FILL 8.00cy 33.75 270.00 11/19/12 21025237 CAPE GIRARDEA DELIVERY CAPE ZONE 8.a0cy 18.00 144.00 11/19/12 21025238✓ CAPE GIRARDEA FLOWABLE FILL 8.O�cy 33.75 270.00 11/19/12 21025238 CAPE GIRARDEA DELIVERY CAPE ZONE 8.00Cy 18.00 144.00 11/19/12 21025241✓ CAPE GIRARDE�: FLOWABLE FILL B.0'?cy 33.75 270.00 11/19/12 21025241 ' CAPE GIRARDEA DELIVERY CAPE ZONE B.00cy 18.00 144.00 11/19/12 21025244� CAPE GIRAFtDEA FLOWASLE FILL B.00Cy 33.75 270.00 11/19/12 21025244 CAPE GIRARDEA DELIVERY CAPE ZONE 8.00cy 18.00 144.00 11/19/12 21025245y CAPE GIRAEtDEA FLOWABLE FILL B.00`Cy 33.75 270.00 11/19/12 21025245 CAPE GIRARDEA DELIVERY CAPE ZONE B.OQ�Cy 18.00 144.00 11/19/12 21025251� CAPE GIRARDEA FLOWABLE FILL 8.00�cy 33.75 270.00 11/19/12 21025251 CAPE GIRARDEA DELIVERY CAPE ZONE 8.00�y 18.00 144.00 11/19/12 21025252✓ CAPE GIRARDEA FLOWABLE FILL S.00Cy 33.75 270.00 11/19�12 21025252 CAPE GIRARDEA DELIVERY CAPE ZONE 8.00Cx 18.00 144.00 11/19/12 21025254✓ CAPE GIRARDEA FLOWABLE FILL 8.00Cy 33.75 270.00 11/19/12 21025254 CAPE GIRARDEA DELIVERY CAPE ZONE 8.00�X 18.00 144.00 11/19/12 21025255✓ CAPE GIRARDEA FLOWABLE FILL 8.00Cy 33.75 270.00 11/19/12 21025255 CAPE GIRARDEA DELIVERY CAPE ZONE 8.ODCy 18.,00 144.00 11/19/12 21025256� CAPE GIRARDEA FLOWABLE FILL 8.00�y 33.75 270.00 11/19/.12 21025256 CAPE GIRARDEA DELIVERY CAPE ZONE 8.00�y 18.00 144.00 11/19/12 21025258� CAPE GIRARDEA FLOWABLE FILL 8.00'�y 33.75 270.00 11/19/12 21025258 CAPE GIRARDEA DELIVERY CAPE ZONE 8.00�•y 18.00 144.00 ***CONTINUED ON NEXT PAGE*** �� ;l �, r � Delta Companies,Inc.is an Equal Opportunity,M/F',Afiirmative Action Employer. IT IS THE EXPRESS INTENT OF THE PARTIES TO TH1S SAI,L THAT DELIVERY FOR NOTICET O OWNER CHARGES CONSTITUTE SEPARATE SERVICE APART rROM THE SALE. ..� .-. � e / � � DELT'�► COIVCREl'E, INC. [ l�:`i., �. L C�: L . Delinquenl accounts are subjecl fo a linance charge of 1�/z%per _ month(18%)Annual Percentage Rale),a mazlmum rate allowed by � ` � law,plus any associated legal or collec�lon tees incurred ro collecf QjJAI,TTY READX A�CONCRETE reterence acwun�. DELTA CONCRETE DUE DATE:12/25/2012 P.O. BOX 1838 CAPE GIRARDEAU, MO 63702-183B DATE: 11/19/2012 PAGE 2 LIST OF TICKETS BY ORDER NIIMBER: 2105 INVOICE # 21011404 CUSTOMER ID: 10139592 KCI CONSTRUCTION COMPANY SHIP TO : NEW WWTP 10315 LAKE BLUFF DRIVE PO # • ST. LOUIS MO 63123 JOB # • PROJECT : CITY OF CAPE GIRARDEAU WASTE WATE LOT # - USAGE . TICKET TICKET PLANT PRODUCT QTY�UOM PRICE EXTENDED DA^lE CODE Dr�SCRIPTION PRICE 11/19/12 21025259� CAPE GIRARDEA FLOWABLE FILL 8.00cy 33.75 270.00 11/19/12. 21025259 CAPE GIRARDEA DELIVERY CAPE ZONE 8.00cy 18.00 144.00 11/19/12 21025261r CAPE GIRARDEA FLOWABLE FILL B.00cy 33.75 270.00 11/19/12 21025261 CAPE GIRARDEA DELIVERY CAPE ZONE B.00cy 18.00 144.00 11/19/12 2102526� CAPE GIRARDEA FLOWABLE FILL S.00Cy 33 .75 270.00 11/19/12 21025262 'CAPE GIRARDEA DELl'VERY CAPE ZONE 8.00cy 18.00 144.00 11/19/12 21025266� CAPE GIR.ARDEA FLOWABLE FILL 8.00cy 33.75 270.00 11/19/12 21025266 CAPE GIRARDEA DELIVERY CAPE ZONE 8.00cy 18.00 144.00 11/19/12 21025267� CAPE GIRARDEA FLODL�,BLE FILL 8.00Cy 33.75 270.00 11/19/12 21025267 CAPE GIRARDEA DELIVERY CAPE ZONE B.00cy 18.00 144.00 11/19/12 21025270� CAPE GIRARDEA FLOWABLE FILL 8.00Cy 33.75 270.00 11/19/12 21025270' CAPE GIR.ARDEA DELIVERY CAPE ZONE 8.00Cy 18.00 144.00 11/19/12 21025271� CAPE GIR.ARDEA FLOWABLE FILL B.00cy 33.75 270.00 11/19/12 21025271 CAPE GIRARDEA DELIVERY CAPE ZONE 8.00Cy 18.00 144.00 11/19/12 21025272 CAPE GIRARDEA FLOWABLE FILL B.00Cy 33.75 270.00 11/19/12 21025272 CAPE GIRARDEA DELI'J�RY CAPE ZONE 8.00Cy 18.00 144.00 11�19/12 21025274 CAPE GIRARDEA FLOWt�BLE FILL 8.00Cy 18.00 144.00 11/19/12 21025274 CAPE GIRARDEA DELIVERY CAPE ZONE 8.00Cy 11/19/12 21025276 CAPE GIRARDEA FLOWABLE FILL 8.00Cy 33.75 270.00 11/19/12 21025276 CAPE GIRARDEA DELIVERY: CAPE ZONE S.00Cy 18.00 144.00 11/19/12 21025278� CAPE GIRARDEA FLOWA�LE FILL 8.OQC]� 33.75 270.00 11/19/12 21025278 CAPE GIRARDEA DELIV�RY CAPE ZONE B.00by 18.00 144.00 11/19/12 21025280� CAPE GIRARDEA FLOWABLE FILL 8.00cy 33.75 270.00 ' 11/19/12 21025280 CAPE GIRARDEA DELIVERY CAPE ZONE 8.00cy 18.00 144.00 11/19/12 21025281Y CAPE GIRARDEA FLOWABLE FILL 8.00cy 33.75 270.00 11/19/12 21025281 CAPE GIRARDEA DELIVERY CAPE ZONE B.00cy 16.00 144.00 11/19/12 21025282 r CAPE GIRARDEA FLOWABLE FZLL 8.00Cy 33.75 270.00 11/19�12 21025262 CAPE GIRARDEA DELIVERY CAPE ZONE 8.00cy 18.00 144.00 ***CONTINUED ON NEXT PAGE*** Delta Companies,Inc.is an Equal Opportunity;NIIF,Affirmative Action Employer. SEE REVERSE SIDE IT IS THE EXPRESS 1NTENT OF THL PARTIES TO THIS SALE THAT llELIVERY FOR NOTICE TO OWNER CHARGES CONSTITUTE SEPARATE SERVICE APART FROM THE SALE. -.�. .,.. L l�`��C� L C�L ��.-r� co�c��-r�, o�vc. Delinquent accounls are subJect lo e finance charge of 1V2%per �� ` � �� ' ' ' � � month(18/)Annual Perceniage Rate),or mazimum rafe allowed by law,.plus any associated legal or colleclion lees incurred to collect QUALITY READY NIDC CONCRETE reference accounl. / DELTA CONCRETE DUE DATE:12/25/2012 P.O. BOX 1838 CAPE GIRARDEAU, MO 63702-1838 DATE: 11/19/2012 PAGE 3 LIST OF TICKETS BY ORDER NUMBER: 2105 CUSTOMER ID: 10139592 INVOICE # 21011404 KCI CONSTRUCTION COMPANY SHIP TO : NEW WWTP 10315 LAKE BLUFF DRIVE PO # . ' 5T. LOUIS MO 63123 JOB # . PROJECT : CITY OF CAPE GIRARDEAU WASTE WATE LOT �$ - USAGE . TICKET TICKET PLANT PRODUCT QTY/UOM PRICE EXTENDED DATE CODE DESCRIPTION PRICE 11/19/12 24002678'� PORTABLE PLAN FLOWABLE FILL B.00cy 33.75 270.00 11/19/12 24002678 PORTABLE PLAN DELIVERY P�RTABLE P S.00cy 7.8.00 144.00 11/19/12 24002681f PORTABLE PLAN FLOWABLE FILL 8.00cy 33.75 270.00 11�19/12 24002681 PORTABLE PLAN DELIVERY PORTABLE P B.00Cy 18.00 144.00 11/19/12 25020986�' SIKESTON FLOWABI;E FILL S.00Cy 33.75 270.00 11/19/12 25020986 SIKESTON DELIVERY SIKESTON Z B.00cy 18.00 144.00 11/19/12 25020987� SIKESTON FLOWABLE FILL; B.00Cy 33.75 270.00 11/19/12 25020987� SIKESTON DELIVERY SIKESTON Z B.00cy 18.00 144.00 TOTAI, TAXABLE NON-�rAXABLE SALES INVOICE YARDS SALES SP.:I,ES SUB-TOTAL TAX TOTAL 256.00 0.00 13,248.00 13,248.00 0.00 13,248.00 TITLE TO MATERIAL PASSES TO PURCHASER P_T PLANT An F.F.Q.�M�F f Aff i rmat i irP A�+t i nn F.m,�l r•,�;•ar Delta Companies,Inc.is an Equal Opportunity,M/F,Affirmative Action Ernployer. IT IS THE EXPRESS INTENT OF THE PARTI6S TO THIS SALE THAT DELIVERY SEE REVERSE SIDE CHARGES CONSTITUTE SEPARATE SERVICE APART FROM TNE SALE. �OR NOTICE TO OWNER .-. ... �� KCI Constructivn Ga. , 103151..akeBiuffDr. �� Q � � � � a � D � � St. Louls, Missouri �5123 �� (st�}�sa�s$ss � Nn 261 a � � Fax Na. (314) 694-7418 � . , Pl�OJECT i�AlUIE: C'�� .lGr1�P PR4J�CT#: I�:�� DATE: ��''�7 j� 'W'ORK RERF�RMED FI�R: ��-��s DESCRIPT101d OF�WO�K: ��`�'� �� 1.�#R4R � HbURS UNfT C�S'C kMOUNT SUPERV'tSION: NIATERIAL & EQUIPRAENT s�gTOTAL #.ABOR � ~ �� r3 �' . �, Q � - i;c�e i n ' � � o �t�.... �o � � '�'C �bo� ---- �. R� �1ac � i . KCI Constructlon Company CpNIpAiVYt $UBTOTAL. MA7 & EQU��' � � ��t��. � � TOT'AL: ' BY: AP 4VED: � - 01f��H�Ab & PR0�1T �� GRAND TOTAL: � � � ' `,. " ' - . , , . . � " ' NU WAY COMCRETE FORMS�S.E.,L�C � � �+� � �� 4788 QLD CAPE ROAQ�AST � , a7/1LES OR!>�'R � JACKSON,MISSQUk!69755-3618 . � kYe�lr�hl'Rg'/ortl��C,am�crorr ' cs�s�zoa-o,00 . . . , . , . . (573)20+t-0471(FAXJ . : , , ' {88p)586-4@64(TOLL FREE} • , : , ' ' ' ' Customer ' 41A0 � �a��4F�rojec�ei T�MP� . Order. � 700065 R#D2 KCf CONS7RUCTION COMPANY � C1TY 4F CAPE�GI�ARQEAU � � ' 103'15 LAKE BL(JFF bRIV��• WASTE 1NATER ALANT • � • S7. LOtJIS, MO 63923 '• . . , , . , � � . � Psge: 1 ' . ' � � • • . . ' Date: 12l27/12 ,� ,, _ � . .. 'WADE ROB$l�ROBERTS � OJACK 6.975% - .�� , , 70006� - #D2 � � _ Y, � �2/27/12 ^� 7Q2,44 � , - RDDlPP � • � , . CPU . '` :� KLEi 8�317 . KLelr�u6 REBaR t�ICKEY � � . 1 E , �Rcvd)� RR 355.50o Ea '�55.50 • B�NDS#6 REBi4R 40"HANDL� � BUIL 13ZOB0300D-5D #e X 30' DOMESTfC REBAR GR80 ` 8 J Yaa No 44,U00 EA 284,OQ � , ' 'METRIC#25-GR.�t20) • . (�� • � 4. BUIL1S2060340D•60 #S.X3D' DOMESTIC REBqRGR60 • 4 E � /� Yes No 22.530 Eq ., 9D..72 � • (�VtETRIC#99-GR.420) � . �.( i ��J I pIAM 147901 i 5 BUCKLE ftUBBER 800T 5Z 11 , 3, E„ (ficvc!] RR 21.950 EA ' � 65.85 ' + DIAM 1�i79012 �BUCKLE RUBBER BOb7 SZ t2 • 3 , eA � [Rcvd� RR . 21,950 f11 � 65.85 I . : . , . �� . . � ' .' . � , ' . �� , Gri�c,� �� . �� . � � . . � . ; � �� . . �� : . � . .� - � .� � � . � ' _ Nu Wa ou�concretetool.en auppy h�aQ u� crs, � . p, � � - :tl T - fJ. i i �! . �� sa�.32 44.r3 � ,00 � ' . � � . , . . ..00 . 686:05 ' � 686.05' RBTURPt POLfC ' . � � .. ' • ' •Refunda 8�eXcrqtlpb4 musf 6e made W��In 30 daYf, � � � � •Refundg muat bs aocompanied by 6eles teoaiDt � ' � • ' . � , ("��,��,,,�y�,�Y \,}�,;�^�,��, �Restocktng aqd/or handlinp eherge.may appiy, , ' ' • ' �� v r � • . . . ' . . 12/27/12 1Q:12 M-RDR� . � ^ ��,� � �,��''�� -------� KCI Construction Company ' S'b Lal« lu i rive S4.Louis,MO 63123 (314)894-8888 Fa:c#(314)894-7418 www.kciconsPruction.com lyov��a�� fl�l,20Il2 �a��m� A�¢r�: 1�1�s.�.�.l�/I��h�i,P.�. 5�1 l�s��¢fii�a�a��uvvay ��.�,��i�,1Mi� �3 Y02 ��: �ob#�i200� �a��Giraagd�au�'Y��t�wager T'reatatqent�'a�ility �h�r�g�I'r�po��b# 03 Deas idlr.l�dla4hai, �e'e propose to fumish the nece�sary labor,material,tool�and�qui�me�t to Perform exploratory drilling at �iosolids Proces�ing�uilding,ta determine actual top of rock elevations and aid Jacobs in evaluation of rem�di�l a�tion for the abar�doned�e�Vaai Pile,for the in�r�asec�lurnp sum o�f ��ear-'I'ho�a�antl Sa:�- �I�nslr�sl'Tvs�o I➢ol�ars(��3,602000), Pleas�z�ot�tt�e follodving clarification5 a�5o�iated with thi5 p�-ica�g: �Ie have a�a�heei a copy af o�ar��ange propo5al e�eimate�usiun�ary a�d backbap for your redi�dv. If thi5 propo��l ra��t��ith your�pproval,please sign the a4ta��n�d copy in the�p�cs provided ancl ret�arra it foa�oa�r r�e��. �y 5ig�ang t�e�chang�propa��l,you ar�autho�izia��u�to pro��d vvith th�dv�rk and ag��ir��go f�a�vb�rs3 th�a��s�op�ia��t�ang�el�ca��nt5 a�d payrnemt of t$�e above amoun?vyithin 60 day5 of dvosk per�fo��a��. If yo�a h�v��v�a��stiorrs os�ognzn�nt�,pl�ase do noi h��itaE�t�coni�a�,d u�. 5i�c�rely, APProved ,6.=..� � r� _ �,{� �.� �f�Y' �Y� �fl�'�il(,11�,�T� � �'horna�C.�Tu�4er Proj��ib��a��g�� I�at�: � �tt�6hm�nt� � � N > z � ¢ � � o � ° �. b o � � a W o cWa ¢ � � � � x � s. U W u� 0 U N � �' � � U 4-. C O � O — w0 � � 7 Q � � > —� � O G � 3 y r O � V N � w � � � F '9 � �o � a�i c � � U t � � L o � U .,3j ro > 3 n. � � � o U � � O � � w � O O ,� Q O � i O 7 � O. � � T. 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[.0 ca cC �� p cd � ro O"' O' VI > fn O 4J Cn � N O '� � � �� o. C] o C'a ..� •a O w C� cn � � �w m O O [-� w �C'7 m U � A- c F � � s 4�� zt � U W N v F a �,� � .. r, o o �° 0 `o a cv � W o _, 0 �; - a� -�' �u it c � q �n � r^ � '� '"� � o ai o .� O O "' a' � � � . ,, a � � 0 0 0 0 0 0 0 0 0 � o 0 0 � o 0 0 0 0 0 0 0 a F � I Q O F, U V.] � ¢ � o 0 0 0 0 0 0 0 0 0 0 0 0 � a � C7 F � C � � � W �, c�. ca. i ..a O 6 .c � F- `y 3 � O W �--� F � Q Z �Z W � � ¢ z x � � � 0 0 0 0 0 0 0 0 � o 0 0 � o 0 0 � � W ¢ x ,s�j C � F ¢ L � 3 � F � � ,•; z c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o F' Q U x w m `� .�a � a � � 3 F u_' o Z F O 0 N � 4 G Gx � Q O � Ls. � O F x � M O � F" �, � �, � �, y � T �, �, � � a a � a y 0. � .0 � .L .L .L .L t 'q t L � .� � ..�. L � .L U T y 'G �c � " T U Q � 3 � F � s � R y � C 'C x � ? O O 3 ia C/] CO p V G �> C.L Y O y � f� � � c w � � � ❑ � U � y C7 � 'd � .� 'ro �3 A � � 04 .�,�D U C 7 �+ �7 3 G � � +�.� fl. 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C ,.��N � W� O O O O N O O O O O O O O O N M O O O �n O N t�l �O �D C9 r�l N �'rl Q� O � O �D l� l� CO ^ l� d' � " O O O O O O N V V d' '/1 �O �O �O �O �O �O [� r �0 O� ^' (V �'1 W { � O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V *.n'. �0. � � 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � � a F � � F � O � F U N 0 O �-' YO pp co � � VN, R a c 0 � � a ° � �' - �. o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F � C� W � O -� a � O O' � c. w 3 O � � W � F � � � z ] a U J � o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q W � ¢ Ltl F, F � � �3 F- o � � � 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w' O Co a F � � � _ 0 a o U � w F. O �a � a a � d � � z � o o � � � � o a � �, v � � b N W� bo, O A � ,�, c a - e � a > � .�.1 w a �`� _� � a o � � � o � _ � o o � ; �� `�R U U cv � �•* Explosive Contractors, Inc. 131 Industrial Park Dr., Ste. 3 Hollister,MO 65672 (41?)337-760Q * fax (417)339-7499 Bill To �j��t'�� KCI Construction Company, Inc Ul'�� M . 10315 Lalce Bluff Dr St Louis, MO 63123 Date Invoice # 10/30/2012 9438 P.O. No. Terms Praject I2002 30 days Cape Gixaxdeau waste... Quantity Description � Rate Amount 8 hours of test drilling; 30/29/12 �' 200.00 1,600.Q0 3.4 houra; 10/30/12 200.00 680.00 mobilization 2,000.00 2,000.00 Z'Ot�,l $4,280.00 � � �m� �� uo Maihai, F�K <pK.Maihai@jacobs.com> g��; Mond�y, Ociober 29, 2012 3:16 PM '��e Husi�r,I om ��e Ken Recar; Rein�urt,John; Si�in,,�nihony; Slo�y, Micha�l; Clark, Keit� ��3e RE: Ciiy oi Cap�Girardeau, M� - Wasiew�i�r I r�aimeni F�ciliiy / E>cOloraiory Drilliny Tom. As i notezi below,please perfiorm rock surface exp9or�t�ry drillings at the following addi#ional]ocations: East af 2116 �'�Jest n�2�21 Betwveer�2�83&2�84 Betw�een 2209&2210 'B.etwe�n 2324&2337 Between 22�1&z252 Be�tvveen 2252&226� Between 21;81&2282 �etweQn 2282&2297 Between 2326&2339 ��tw�een 2339�+.234fl 8�tvweer�2356&�357 Between 2357&2358 Betrveen 2374&237� �driJl�ngs near 17�$,177D, 18a3��.$0��nort�west carr�er ofi WAS�anic�) Than k�, PK Mathai, P.E. a Jacobs J �'��--�3��4�72 � 39�'�-ti35-53�'i ��;t J pk.mathai(a�iacobs.com �r��ae M�thau, PK ��e Monday, �3ctober 29, 2012 1:53 PN9 ��e �i�ark, 9(ei�h ��e �I��, I�s��a�99; F�us�er,Tor�; '��n@!kciconstru�tio�u.cor�a° �a��to ��: Ce�o��ape�i�arde�aa, f��- �tl�s'�eewat��r��r�aeni Facili�// �x�1o��tory Drilli�g K�rth, ;tr�addision tfl th�1..oe�tions b€low,o�ar�n�a;neer:s vy�nt s�ve.ral mQr�loc�tions ta b�prob�d, i wi11 send an email d.escribar�g thE a�di�ta:vnal�oe�tlons�n a#�w minute�. �o,do nat d€mobiliz�th��lrillin�ri�, Thanks, P'K Mathai,'P.E. J J;acob�1 ��-��i)31�_33�-�� ;�� j pk.mathaiCa�jacobs.com lF�mmt�v �B��E�, P��i3h ��to N��red�y, �ctobe�29, 2012 11:0�Af� ��o M�th�i, P� ��o �i�o P�ach��l; �Reinfu�,Jo�ra; F3��tg��, 6Cu�Q; ��a�, ��+t��r��+ ��3o RE; City o�f�a��ir�rcle�u, Ni�- �Uast��r�ter�"re�tm�n� �aci(i�r/ E;<plora't�ry �rilling 1 � 1 � PK, KCl is proposing to drill a[these locations: Betwsen 2182 and 2202 2205 & 220b 22�}6 & 2247 224$ & 2z�49 2249 & 225D zz�o & zzs� 2264 & 228D 2370 & 237�, 2351 & 237� �hey also propose to clrill or�e in the center of the sguare defi�ne�by�hese four piles 2337,2338, 23��and 23�2. Keith F�a�a�ae Mathai, P9� ��a��o Monday, 9ctober 2�, 2012 9:1��i� `�o: �lark, Keith ��e 51oey, N�ichael; Reinfurt, John; 8et�g��, Kurt; Sfein, Anthony, Elbert, Kevin S�bje�e RE: Ci'ty of Cape�irardeau, MO - Wastewater Treatment Facility/ Exploratory ��illing Keit�, 1 ha�l discussed this exploratory drilling with Tom HustQr and agreed�n tt�e r�eed#or it. The cost af this�xplorat�ry drilling�s abo�t$4,000,which intludes mo.bJdemob and ab�ut$20O1'�1r. � �alked to Tom Fiuster abaut who pays fiar ��, He wasr�'z s,ure. Let zhe work be done,and considering rhe srraall cost ofi it,iet us keep xrack of the T�iYI cos't,and �rgue aboux who pays fior it later, Thanks, RK Mathai, P.�, j Jacobs j �°��3�-ga7� J 31?-33�-�d�3 iax j pk.mathai(c�iacobs.com Fra�rae Clark, Keith ��e Mond�y, Octobe�2�, 2012 �;20 AM �'aa MEath�i, PK ��e 5io�y, V�i�h�el, F��in��ar�, John; ��dg�r, I�urt; �tefn, Anttaony; Elb�rt, �C�vi�a ��o City of Cap�S�Ir��c��, f�0 -�ll�s�evvater�re�tr��nt�acili�y/ �x�lo��ory��iliir�� g�, �drili ri�ha� b��r� deli�✓ered�t�p�r'forr� exploratory dreliang�t ih� Bi��olic�s �uilding r��;st to th��bansl��d pile�. Exa�tly�ahat h�de er�e��r�ed to d�+h�re? B 4s�m��h�i PS�a pr�p�5��9 t�bri�g �Paa�irv af�t�r ys��+�e-r�u�il a�o�at th��ku�ns�v��d pil��, b�.��I al��h��rs� th��r��y be� sa3t�rop�g�l�t�t��P��sd. ��9 n��i a�b�e�r�d��uin��/9 h�r�� C�id yo�a and��r�diss��s��e I�c�tion��f thE eacplor�t�ry hol�g��II? 85 it OUP�i1�glZlti�Pl�Plr�t��Pil3�9f��g�i�PC��'�t� ��r��18�? !�lPa��c��+�r��t t�g��s�rrr�vut��h"sg:� �6e�th R. Cl�rk z � f � Jacobs Project Representative (314)378-9944-Cell keith.clark(a�Jacobs.com NOTICE-This communication may contain confidential and privileged information that is for the sole use of the intended recipient. Any viewing, copying or distribution of, or reliance on this message by u�intended recipients is strictly prohibited. If you have received this message in error, please notify us immediately by replying to the message and deleting it from your computer. 3 � � r�P �o. 3 ;y KCI Construction Company "U3'�L�kC lun f�VG Si.Louis,MO 63123 (31�)8�J11-8888 Fax#(31a)894-7418 www.kciconsPruction.com �a�a�d��a��,��3 ��o�� ad;�:1��.�.�.1�a4�n��,�'.�. 50 fl IYm�3$a��o�d�yay ��.�,��.�n5,1�� 63102 &�e: do�#12002 �ap�Girar��a��YaSt�wa�t��'a�eatra�e�t Faciiity �h�aag��ra�osafl# OC �� ,� �/,�, �� I�eaa�l�r.lb�athai, Z3'e propo�e t�fiarnish the necessary labor,material,tool�and equipment to Provid�revi�ions as a re�ult of cod�compliance review by the City,per R� u�r Prog.to�a1.�L�.3;dated 10/16/12,for th�aaasreased lur��urn af '�'syeaa3y-5��r�-'Thaa�sa�d E��a3��I��r�s3 F�f3��Fay�D�L9ar��2�,�35.99), I'l�ase r��t�tt��followgng�lari��ation�a��o�iated with thi�pricing: �'Ye ha��a�ta�$��d a copy of our chang�propo��l��Eimat�sa��aa�nary a�nd backaap fo�yoaar��vi�w. Yf thi5 proposal m�et�with your approval,pleas��ign the attach�d copy in the spac�provid�d and reriarag it fo�o�s r�c�gs��. ��5agni�g thi��han��propos�l,yoea ar�autho�u�iaag u�t�pro�€��ith th�vvork and �g��i�g t��ma�v�aa�s1 g��a�+�ro��iat�ch�nge daeua��n��ans3 p�g+me�3 of the abod��anount vvi�}�in 60 day� of wa��p�r�'o�rr�aa��. I.�'y��a ha��a�;�qu��ti�n5��r�m��i�,pleaas��n r�:�t he�it�4�4��on?��t u5. �iarc�rely, �PProved � ��,�� : .� �� . ��o��c.��fl�� roje�t l�t��aa��r �➢a2�: /� 7 � �� ttachrn�nt� � � M C � � � � o � Q Q � a W V Q Q � x � ' � c� � U �F O N 4 O 7+ 4. O V T w b 0 F � c N tV X y •--� � � F, � 3 � � o � U � ia tL � y O � C 'p yN w' M 7 cd � 7 O � N Q c3 � :) G.i OV � W � b�0 6. p, F F" � L ctl O � y wU F � o 0 0 0 0 00 00 0 0 � o � o o c�o rn o w o v'^i ci � �=' � O O vt W ^ � � ,_,,, b � C '.�..' y O � O O O O W' � W' � � � � � N O � O O M V f� l� � � � F.. �M M M O M N � N � � N O M N N N N y U m Vl Co Co N �O N � � A L� � � � h1 ¢ p '� n. 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G. � ^ � .y nn � y c E � � A g c c" c c" Y' `� o � 3 °- c a. ,.� O C U � � � � � � o ,� � .� y t p � � � 2 4. �' on = x co a � '9 ia v� � � ° 'D o, c.b °' 3 °' � � `o � � o � o � y ° °� � � � .� �n A y � A o � 3 � cv 3 N c� 3 N E 5 . w W ❑ 5 -a -�- - � � 7 b V A o o A o o f9 � ° � a � � !� r1 ❑ K� �a ¢ a W F --� : � � w c,. ¢ U � 2 � x u �n .°� A O ,S � � ¢ C7 � C7 F- o � W ,� � „_, o o �n o 0 '' v� O � � o co �n o 0 :� O O v o 0 -;� :J U �n v� �o o v� �o � 1 � IMPERIAL RNAMENTAL ETAL CO., INC. 635 S. Old Hwy. 141 P.O. Box 733 Fenton,MO 63026 Phone: (636) 343-8825 Fax: (636) 343-4920 To: KCI CONSTRUCTION CO. DATE: OCTOBER 23, 2012 ATTN: TOM HLJSTER �F� CAPE GIRARDEAU WWTP FROM: JASON REINBOLD RFP NO. 3 QUo'rE#JR-12-8652X1 We propose to furnish shop drawings, material, fabrication, and delivery for the following: Request for Proposal No. 3 Item#1. We include to furnish stainless steel tube handrail at UV Disinfection and Service Water Pumping Station Building as shown in Attachment No. 1. Item#2.We include to furnish stainless steel tube handrail at Biosolids Processing Building as shown in Attachment No. 1. Item#7.We include to add(2) 3'-0 x 3'-0 hinged aluminum plank hatches with additional support beams as shown in Attachment No. 4. Cost Breakdown Material Costs: $ 7,200.00 Labor Costs: $ 5,000.00 (100hrs x $50.00/hr) Detail Costs: $ 880.00 (16hrs x $55.00/hr) Frei�ht Costs• $ 650.00 (lOhrs x $65.00/hr) Subtotal: $13,730.00 O.H. &Profit: $ 1.370.00 Total Price: $15,100.00 Material Price: $ 15,100.00 MO Sales Tax 6.6%: EXCLUDED Erection Price: EXCLUDED TOTAL PRICE: � 15�100.00 STANDARD NOTES AND EXCLUSIONS TO APPLY. Thank you for the opportunity to quote this project. ��E OF St[E�Co�i � � � �CERTIFIED r�,�• = Q FABRICATOR � 1 � MPERIAL RNAMENTAL ETAL CO., INC. 635 S. Old Hwy. 141 P.O. Box 733 Fenton, MO 63026 Phone: (636) 343-8825 Fax: (636) 343-4920 PROJECT: CAPE GIRARDEAU WWTP STANDARD NOTES AND EXCLUSIONS 1. ALL BIDS ARE SUBJECT TO REVIEW AFTER SEVEN (7) DAYS FOR CURRENT MA�tIIFT VALUE OF RAW MATERIALS. 2. No engineering-calculations, and sealed shop drawings. 3. No penalty clauses or liquidated damages. 4. No "SHOTGL7N" clauses. (As required or as necessary, etc.) 5. No testing or surveying. 6. No overtime or premium time. 7. Bid is based on using our standard insurance coverage. (Information upon request) 8. No light gauge studs C's or Z's, etc. 9. No grout or concrete fills. 10. No bolts for wood and other trades. 11. No shoring. 12. No cost performance or payment bonds. 13. Holes for other trades. 14. No field touch up paint or painting. 15. No permits, licenses or inspection costs. 16. No anchor bolts for equipment or other trades. 17. No back charges will be accepted by I.O.M.unless prior written authorization is obtained from I.O.M. 18. Standard exclusions by vendors supplying materials or services to I.O.M. are included as I.O.M. exclusions. 19. NO PRIMARY INSURED, "our" standard insurance only. (NON-NEGOTIABLE) 20. PER POLICY aggregate insurance provided. 21. This proposal is based on NO RETENTION being held unless mutually agreed upon. JOB SPECIFIC NOTES: ��ECF ST[F�Co �� CERTIFIED .,��• = Q FABRICATOR � � � .�lP.Ch'TcCTL'RdL t�'OODb}'ORtY I ° . � � :1 RCHITL-CI L'P4I,Si'ODD L�OORS �� " � ,� � � � � ��'�'�'9�;1��. i Fl,�`I.SH�'-I.�rZD�:-IREFON.�UORS � i � � � � � � �' ) � '� HOLLOdYiblET�L1 /300RS�zi'e�Fld�S _ ._ ---— — _ ___ __ _.. ,_ __ - _ �,1 41'�3 FAX131�;)23]3�3�3 #1 C'C?�'ION�VOiDU ll�D�JSTs�9EtL.PA�Z�i.GL¢N('AR�fl�T.L�l.'v2031 i�.1633)2&'0 3000 VIO(374)_' -- —.... ._ -- _ - , —------ - -- - i �'�J53'��I�Ro�GI��i`�5'�'RdJ��I�ri�l �sJ. �?�7TEa %�-I?vcu7.��2', �'R�J��'T;��F�--l�Jf35'3'��It��--�,�'�'n� mFlY.1}3��'0�=��IID"Y�I�'T"�'I�u�s-�,%;?'.?�S _ ____._ T r ��+ �7. �7+ _. --r_ - -- hlj��„1�17_f�J� :t��Sl.�il�Ss� .7��F�� i��9L]�U�ic�1�.�1_��. 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'�Y�cJ� C:i'S�1��s4ii _ . _ . . ,� :. � .�.: .,:.?'�-��i'. - - � .._ —' --.�_�.� -- �---- - --' -- ._..___— ---�' .. �_ — -- b. ��tJ��hA�lfag°�!7'�6� - 1'+0•69 790.�^ 'r. Coni�a:�Ea��s3 r�� 75.9�i 3"3:50 3. iea�:,�l�i:�'1 "_ , ;,?i6.�9 ;,176.5C a, Pa,!cin?�5�ianc%�r�a ' 330.�' 3.i191 ; `=i:�,,,.,�C�4; }-{m� �u9de He3�LsaSuf: atto44a�,�9�i� _ _ ____. . ,..___.___.__ _ _.�_.r . . . 0y se3itim�Ceia�n;I aFps�Me�c4��thcsaaa tfiis�o��nd�sso�o�n9zC�Ch�t f n�i��a��nC�}fe2 to th�)P.?G�ed t2i�s�u9 cam3itio�s. !° _ � ---- -- --- -------- — � __ _ — — 5� �i�aed�v . �g�Areys�by Da�� e3ev� �� Ptin3 M��t __._` __.__�. _-�------ ,,�/'�ALt , i/��0 C` �S' SiGv�ti.�t. Cow� J aan�rus�a e�.a�xr�ag� Rr�lff;s�t36"iyTe�u)�SssCi�.;sp�na,�a a�.� 1��,�r,o�are��b��'a�3;Z t(��s)aa'•33a3 j 6:(7'Je;�1a-7��ro��•^�:�►,a�m�5n�a.an�a ,�� "1 /", h � ��fi��7��1�� Page'1 of 3 5ignag�e I�nouaiions ASI Revised Quote w/o Plaque anua n ao�3 Co�pany B(CI Corasdruction tompany �� ) H � lo�atiai� Primary location Re�esenc� Signage 6ud � ` �- �� ai9 te 9�C�cons�r�arivan Cor�pam/ 3�ai,�� Cape Gir�rdeau hyastewater ireatment Plani 1i�315 la6ce 66ufi�ri:�� or�ora�e Ciacpe St.�Auis.DrIO�31a7 Caoe vi�ard�au,Atl0 �� l�5 Q��de Ref. STIQ-16613 DuQ Date 04/36/2013 Insiall Date SR 6rian 821ko F.0.4. Desiinaiian Sli4nd P9 contracf#i2002 Ship�ate 04/30/2013 PN� Debbee Klein ierms Net 30 days Ship fMetEtod Install�d Mo. Item D�scription Qty UOM Unit Price Extension 1. Dimensional Letter5 tast aluminum(etters,sans serif font-all caps.Clear anodized fiinish. 1 Lot 3,905.59 3,905.59 ' Concealed stud mounting into metal siding panels. io read: HEADNIORKS (6") UV DISINFECTION (6") Bi0501ID5 PROCESSING BU►LDING(b") ADMINISTRAiIQN(6") �Ob1 (5") ; Ntonument letters to read: V�ASIEWATER TP,E�ITMENT FACfLiTT(6"} CITY OF(3") {APE GIP,AP,DEAU (b") 2. Aluminum Panels wiih Text b"w�.OSO"thlck aluminum panels painted standard colors(vertical 1 Set 217.�3 217•28 orientation),Includes 2-1/2"h applied vinyl text in contrastong colar. Panels ta mo�nt above overhead coiling door on Biosalids IIuiEding. io read: (S�"h;c 6"w):U1KE LOADING (73"h x 6"�i):BIOSOIIDS�UIIGf�iG 3. ADA Co�tplianf Door Si9ns A51 Horizon�eries room signs witn anodized aluminum�ccent bar, 24 Each 11796 �,�31.OA aluminum end caps and etched photopolymer inserts. Insert colors are to be from A51 st�nd�rd color chart selection. Frame size for a!I to be approximately S"h x 8°w. All signs are to be maunted with vonyl ta�e �nd silicone adhesive. __ . _ 4. Ra�om Signs in'touch Seri��2"h x 3"�AbA P.00m Signs 7 EacFo 17.13 119,91 EackgrAund color:5�1-�}611 Cirrus Nlhite lmprint color:I?ovvmark 901 �lack �icyn adhesive rnounts to glass coneinued an ne:c3 p�ge ,�rc��6eur�t s��s��:�5asoaces,M+�.dba A31�z2�9 Otiva Str��t 5t.Coui3 P;1(!631Q3� i:(�i�t)n2�i�az�� :()T�}�31•39b�f�v�w�r.asisignage.eon - -- -- .� � . � Change Order No. STLO-13765 �* �� Page 2 of 3 Signage Innovations Company KCI Construction Company )anuary 4,2013 location Primary Location Reference Signage Bid No. Item Description Qty UOM Unit Price Extension Includes vinyl glass backer 5. Sign Permit fr Acquisition "'`Monument permits to be obtained by others.""° 1 Each 0,00 0.00 continued on next page Architectural Signing Associates,Inc.tlba ASI�2200 Olive Street St.Louis MO 63103� T:(314)A21-2288� F:(314)42i•3164�www.asisignage.com s'� � t Change Order No. STLO-137b5 �� j Page 3 of 3 5ignage Innovatlons Company KCI Consfruction Company )anuary 4,2013 Location Primary Location Reference Signage Bid No. Item Description Qty UOM Unit Price Extension 6. Project Management 3 Each 160.60 1b0,60 7. Contra�t Processing 1 Each 375.00 375.00 8. Installation 1 Each 2,988.04 2,988.00 9. Packing Fr Handling 1 Each 333.98 333.98 Subtotal 10,931.40 5ales Tax(0 a,5) 0.00 Total 10,931.40 less Deposit �.Q� Balance Due 10,931.40 1 affirm that I have reviewed the above and foregoing prices,quantities and days required for the changed or additionai work,and 1 agree to the quantities and prices � and any extension of time to perform the changed or additional work listed herein.This change request will automatically become an amendment to any existing purchases orders submitted by the customer,related to this order. � Debbie Klein Submitted by Date Approved by Date Print Name Architectural Signing Associates,Inc.dba ASI�2200 Olive Street St.Louls MO b3143� T:(314}421•2288� F:(3t4)421•3t64�www,asisignage,com /'\ �"`� �G<��'��`,��' s a Y . . �.__�._..,� �.�..- . �''� �� " f�age 1 0�1 �ASI revised quote - plaque oniy� # Signag�Iruaovatio�s to�npany ;(CI Construction Comp�ny )anuary 4,�oi3 �o�ation Primary lacation �� Aefi�r�r�c� ��d �ill tq KCI Consiruc�io�Comp�ny 5hi�s i9 Cape Gir�rdeau Ufaste},vaier Zreatnent Plant 10315 Lalc�Bsuf�Dr'sve Corporai�Circle 5f.lauis,A�10 6�1�3 Cape Gir�rdeau,I�0 U� U5 ;ia�adilnti� U6If�6I��I� e��yisivi'�ai� �ia/D�+j2"v13 Terr�s �det3C�ays Sp 3rian3all<c F.O.�. DesClnation Revisoon Pio SBaip Meth9d Insialle�J Pbl Debbie Kleln tead Tine �-6 Weeks A9o. lie� D�s�ripYion Qty �i9i41 Uni�Prise �x6ensiAn 1. Cast Plaque 1�"h r 12"w cast aluminum plaque,raised satin brushed double line 1 Each 75A.�0 754.30 bordec Intludes raised city emblem and list of names.5tandard stipple texture bacicground painted siandard color TBD.Concealed stud mounting into exterior stone facade. 2. Installatian 1 Each 762.Ofl 76Z.00 3. Packing S�Plandling 1 Ezch 40.10 40.10 Su�total 1,556.90 Sales Tax(0�la) 0.00 Tota! "i,S56.90 �uote Yalid Until: April�,ao1� By signing below,I appreve and authoriae this quote and acknowledge that I have read and agree to the attached terms and conditions. Submitted by Daie �ipprovec3 by Qa�� Print PJamp ��T coatin�ecJ o�r neRt pag� �rbhiteitural5ic�ning f�ssaciat�s,Inc.�1�a a151 f�2D0 Ofive 5tre�i gi.Loui9 MO 63963 I 7:(394)�Z I•283�� F:(31h)Al1•)ib�a:��wv�.asisignage.som . .... /"\ ^ e � .Quote No. STLO-17504 �� •• Page 2 of 1 � Signage Innovations Company KCI Construction Company January 4,2013 location Primary locatlon Reference tonditions • `OELIVERY IS SCHEDULED FROM RECEIPT OF APPROVAL OF QUOTE,SH4P DRAWINGS,SAMPLES,SUBMITTALS,AND DEPOSIT,AND 15 SUBJECT TO PROOUCTfON —�Ckl E9 UL-E-f�-T—�kI��T IM Prices are based on using A51 standard typestyles,calors,and finishes unless otherwise noted. At the efection of ASI,graphic product will remain in the possession of ASI until paid in full. A51 daes not guarantee size or quantities as correct,if shown in this quotation.If requirements vary from those shown,this quotation is subject to revision to conform to the final requirements. ey actepting this order in any manner,buyer agrees to the terms and conditions shown an this quotation.These terms and conditions supersede all others and therefo�e are made an integral part of any contract between the customer and ASI. Terms and conditions contrary to those shown in this quotation must be agreed to in writing. , All implied warranties of fitness or merchantability are specifically excluded and tf�ere are no warranties which extend beyond those spe�ifically included on the warranry form.Purchasers'damages are limited in any event with the provisions of this paragraph in regard to replacement or repair of defective work or material. In no event shall consequential damages be awarded purchaser or any other person for either personal injury,property loss or loss of profits,business,trade,customers, late delivery of instaliation or the like. Client agrees to authorize any person receiving delivery to sign de(ivery receipt for purchaser.If purchaser is unable to accept delivery,then an additiona!delivery surcharge will be added before re-delivery. Customer is responsibfe for all return shipping charges.Are returned items should be properly insured when shipped.A51 wifl be held harmless in the event that returns are lost in transit.Client is responsible for inspecting all shipments for any shortage or damage before items leave their dock.Purchaser will note all loss or damage on the delivery receipt before signing for the shipment.If concealed damage is discovered,dient must save all cartons and packaging and request an inspection from UPS, Federa{Express,or the appropriate tru�king carrier immediately.DAMAGE MUST BE REPORTED WITHIN SEVENTY-TWO(72}HOURS. ASI assumes no responsibility of safe delivery of goods by carrier other than our own.Customer should carefully inspe�t all crates and/or packages.All daims ta be filed by customer in accordance with ICC regulations. li installation is inciuded on this quote,it indudes a single instaliation trip charge,during regular hours of operation,by non-union installers unless otherwise specified, Penalties and other charges may result if additiona(trips are required due fo premises not being ready for install and/or additional work or equipment being required to compiete installation.Installation over weekends,hoEidays and non-standard hours are also subject to additional charges. Purchaser must supply a tax exempt certificate,otherwise sales tax will be added to the final invoice. In accordance with state laws,Sales Tax will be tharged at the rate that is in force at the kime oE invoicing and delivery of the product or service. Afchitectural Signing Associates,Inc,dba ASI�2Z9U Olive Street St.Louis MO 63103 f T;(31b)421-2288� F:{31Q)421•3164�www.asisignage.com � � GLEN ALSPAUGI-� 9808 Gnyton rto:�a St. Louis,NIO G3124 COMPANY,L.L.P. 31A-993-GG�I�t 314-993-5138 FAX October 22, 2012 I<CI Constructian 10315 Lal<e Bluff Dr. St. Lauis, Mo. 63123 Att; Tom Huster RE: Cape Girardeau WTP RFP#3 To m, Per RFP #3, we can provide a 32"h or 34"h countertop far an ADD of 297.00. This covers the cost to make non-standard cabinets. Another option, at no additional cost, is to shim the cabinet a %" off the floor to get 31%" (%" shim+30"h cab't+ 1" countertop =31%"). Vinyl cove base wifl hide the shim space at the flaor. These changes wil) not be made without signed authorization to proceed. Sincerefy, �__._�.�.�� Glen Alspaugh Co. Bryan Willie Quality Casework and Fcrme Hoods for HOSPITALS g INDUSTR�Y • LABORATORIES ` SCH04L5 � � ' Raider Mechanical,Inc. December 17,2012 To: KCI Attn: Tom Huster Re: Cape WWTP PROPOSAL - RFP No. - 01 RMI offers the cost for labor and material for the addition of one EWC-1 in the Admin Bldg. A breakdown for items related to our scope of work is as follows: Operator/Equip(Omh@$115/hr) $ 0.00 Pipefitter Labor(12mh@$78/hr) $ 936.00 Laborer(Omh@$53/hr) $ 1,272.00 Material $ 1,200.00 Original Subtotal $ 3,408.00 OH&P(10%) $ 340.00 TOTAL for RFP $ 3,748.00 EXCLUSIONS: Exclusions in force for this contract remain in effect for this proposal except as noted othervvise. Sincerely, Raider Mechanical, Inc. Tony Morrow 103 Industrial Drive Park Hills,Missouri 63601 (573)518-1444•Fax:(573)431-9688 rfp01-rfp3 � � �� a�� mu�oao john.hriizkowin@g�co.corn S��o3o I hursday, Ociob�r 1S, 2012 1:31 °M "��e Tom Nusier �a��g�Q�o R�: Ca��WVUUi F - R�P f�lo. 3 �� `��o�Hvo��.�� o"��a��3��'��sat i�s�s�r��rt��r`i�. Bd��d�s��r� i� r��a�i��P2�� 's�d�u��€��rad 14��t�'i9��i�v+�¢�� e��u ��r��u�cP��s��i�a��1�1��c��r�r� .,,,� ' ��a� ��S��b�a �� , , DirecPor-Indusirial � ��X. � Dir�cC: 314 678-8033 � ��•--�; ti1obile: 31n-267-4a77 ��f Main: 314-772-5400 �'`"�+�� a;c 31A-678-8333 ��iqftl}i.�i�T£L�'; W�b: w,v�rw.sa,s�cs�.�c:om , >e =._T ;..i ; E-mail:iohn.hritrkowinCcDqeco.com � 3415 Bent Ave,Si.Louis,MO 63116 Y9EV1��3JA? From: Tom Huster<iomhusterla?KCiC�nstructioo,corro To: John Hritzkowin<iohn.hritzkowin(cD.,geco.eorrv Date: 10/17/2012 10:26 AM Subject: Cape WWTF-RFP No.3 ,�O�f f3, Piease provids det�9led pricing fvr th��h.anges in the attached RFP No.3. Specifically,we se�lt�ems�and 10 as affecting your �ricing. �et me knov�a�you 9�ave questions or need to dis�us�. i'hank you. `�� 3eT KCI Construction Co. 39 4,894.8888 314.894,7A�8 fax 394.220:3569 ce11 iNY✓�N.�G�.�� ?J F��ao N9�th�i, �PC [mailto:PK.MathaiCa)jacobs.coml ��'�o dUed�esday, OctobeP 17, 2012 9:01 /�f� `��o "V'or�c F9�aster ��e �g��, g��o��; ��u��, ��y �„o gramling�ciryofca�eairardeau.ora ��30 ��'��. 3 iorri: ��ii��h�ci is RFP�90.3 is�r miscellan�ous archii�ctural,plumbing and eleciric�l r�visi�rns�s�resui2 oi ihe cod�cv�plianc� r�vi�ev by th�Ciiy. Ple�s�subrr�ii�pri�e pr�p�s�l. 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I� ° � Ir — '.b'33= �..h�,. . .� '�'.� � I��I, IiHIN j i`—••�. � �� f "� I � � � � R�� No� �` KCI Construction Company �u3'b La«e �u i nve Sf.Louis,MO 63123 (314)89�4-8888 Fax#(314)894-7n18 www.kciconstrucPion.com - --^,<::> �� ,.�_ . ��; ]I�ruas��,2�fl� �a�o�� a:l�dr.�'.�.lY�z��$a�i,�'.�. 50� ��;�t�a�d�a�ivay. �R.�,oui5,1�� 6�102 �e: �ob#12002 �a�e�i�ard�a�fl`�Ya58�vbat�a�B'��3r,��R�'a�al�t� �ha�g�PrmpoSaY# 07 De�r lYIr.l�dathai, We propose to fiamish the nec�essary labor,material,tools and equiprnent to Provide crushed stone drive over Effluent Outfall Pipe,per RFP No.4 dated O1/03/13,for the ins�ease�l lump sum o�Eight-Tl�ou�an�l F�ur-�'Iundre��ighiy-1�1ine T)oliar�(5�,4��,Odi�, PfleaS�rao4�th�follovva�g cl�rificatiar�5 a5�o�iated v✓i�h this pricing: 1 �Ta�e have a�Yt��h��l a��y of�ur chzsseg�pr�posal�stira�at�surnmary and ba�kup for your r�view. 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L+ouis, I�iC) �3'123 A�tn: To� Huste� The foilowing proposal is for the outfiall access road at CAPf VI/WTP as per your request. 8 963 - SUB GRADE 150.OQ HR 1,200.00 8 289 BOBCAT - DITCHES 140.00 HR 1,120.00 780 MIRAF1600X 0.95 SY 741.00 780 LABOR TO INSTALL M{RAF! 0.75 SY 585.00 215 MODOT TYPE 5 7.60 TN 1,634.00 4 HOURS TO KNOCK DOWN ROCK 'f40.00 HR 560.Q0 8 H4URS TO GOMPACT R(�CK 50.00 HR 400.OQ S U B-TOTAL 6,240.00 1� % PROFIT $� O/H 936.04 TOTAL $7,1'76.00 Sincerely, JH 8erra Con��ru�tion Ca 1nc � �, �� I/��K91 A�thony Berra �lic� Presid�nt �GJ Blkat �.�% � "''.,""�.r`€.,�3:. ; x.�.' x-�--'�__:�Tx'�,:+� �z-,.� :� ,�"�',� w��"��`�"�'�""'�"`°e ,a•• ` � ,,�� ,._.._ -`^.'.,'. _ :..; � ` ,,;sn.x .,:; . , .,. . , _ . . _ � �� ._`: ... '�` s`? �.' � t' ��"1 �� '�. � °}' � � �`� � �,�' . '�:..� �. ("t.,.� '�'��` "�'�'. fu' ��'�'� ��:'� "��`: ;. � � J�� daccbs Es�gineerBr�g Groap Irac, 501 North Broadway St.Louis,Missouri,631U2 314.335.4000 Fax 314.335.5141 Ja�uary 3,2013 Ndr. Tom Husier ��I Co�striacti��Coanp�ny 10315 Lak�Bi�aff I3riwe St. L��zis,�/It3 b3123 Subject: ��qu��t f�a�P��1'��,�—Cra�s�e��30��iv�Ove,r S4"Ef#��ent�fpe ije�T Tom: Pieas�prt�vide a��opc�sal�svi#h det�il�d breakd�a��n of labc��,material an�l equipment co�ts ior the following work along the 54"efflu�nt pipe: + Construci a mfnimur�6"thick ar�d 12,' �+,vid�cru�hed sionr drive along the 54"effiuent pip�from Cooper�tre�t to th�outfall structure using MODOT Ty�e 5 Aggregate. Please note that ths remaining area between the levee ancl the flood wall of the existing plant shall be reinstalled with rip rap per the notes on C-52&53. A drainage swale towards the river shall be maintained on both sides of the drive(beiween the drive�nd the levee a�d the drive and the flood wall j. The top of the levee shall also be restored to its original condition. Please contact m�at 31�-335-4�72 or pk.mathai@jacobs.com if you hav�any questions or need any additional information. Sincerely, ,Tacobs �� P.K.Mathai,P.E. Pr�ject Manager Attachment c: Keith Clark Casey Brunke C5X65101-932 Jacoss Enginesring Graup lnc.