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258 <br />REGULAR MEETING <br />JUNE <br />13, 1983 <br />MECH # <br />YEAR <br />MAKE <br />SERIAL S <br />MILEAGE <br />^8. <br />647 <br />1981 <br />Chrysler <br />2C3BM46FXBR152607 <br />63068 <br />9. <br />648 <br />1981 <br />Chrysler <br />2C3BM46F9BR152615 <br />55652 <br />10. <br />649 <br />1981 <br />Chrysler <br />2C3BM46F9BR152601 <br />.79543 <br />11. <br />650 <br />1981 <br />Chrysler <br />2C3BM46F7BR152600 <br />64181 <br />12. <br />651 <br />1981 <br />Chrysler <br />2C3BM46FXBR152624 <br />66689 <br />13. <br />652 <br />1981 <br />Chrysler <br />2C3BM46F1BR152625 <br />80990 <br />14. <br />653 <br />1981 <br />Chrysler <br />2C3BM46F3BR152626 <br />60559 <br />15. <br />654 <br />1981 <br />Chrysler <br />2C3BM46F6BR152605 <br />67195 <br />16. <br />655 <br />1981 <br />Chrysler <br />2C3BM46F2BR152617 <br />84666 <br />17. <br />656 <br />1981 <br />Chrysler <br />2C3BM46F8BR152623 <br />83597' <br />18. <br />669 <br />1980 <br />Dodge <br />NL41CAF213516 <br />78726.5 <br />19. <br />676 <br />1980 <br />Dodge <br />NL41CAF213504 <br />70215.3 <br />20. <br />677 <br />1980 <br />Dodge <br />NL41CAF213515 <br />71917.3 <br />21. <br />678 <br />1980 <br />Dodge <br />NL41CAF213521 <br />67806.5 <br />22. <br />682 <br />1978 <br />Pontiac <br />2Y69A8W121621 <br />69404_ <br />23. <br />683 <br />1978 <br />Pontiac <br />2Y69A8W121428 <br />48249 <br />24. <br />685 <br />1978 <br />Pontiac <br />2Y69A8W121420 <br />60052 <br />25. <br />686 <br />1978 <br />Pontiac <br />2Y69A8W120917 <br />79286.1 <br />26. <br />687 <br />1978 <br />Pontiac <br />2Y69A8W121612 <br />80926.3 <br />27. <br />702 <br />1980 <br />Dodge <br />VL41CAF213503 <br />79882.6 <br />28. <br />703 <br />1980 <br />Dodge <br />NL41CAF213529 <br />73890.9 <br />29. <br />725 <br />1976 <br />Plymouth <br />RK41K6A203427 <br />64223.5 <br />30. <br />728 <br />1976 <br />Plymouth <br />RK4lK6A203430 <br />84220 <br />31. <br />740 <br />1975 <br />Chevrolet <br />IL571151109847 <br />93686 <br />32. <br />744 <br />1977 <br />Volare <br />HK41G7F245056 <br />92391.2 <br />33. <br />745 <br />1977 <br />Volare <br />HK41G7F245050 <br />52665.3 <br />APPROVE CONSTRUCTION CONTRACT - LA FREE EXCAVATING, INC. <br />(SANITARY SEWER IN STATE ROAD 23 - SOUTH BEND AVENUE) IMP'.'RES. 3519 <br />Mr. Leszczynski advised that in accordance with the bid <br />awarded on April 11, 1983, to LaFree Excavating, Inc., 11252 <br />West Third, Osceola, Indiana, in the amount of $39,449.25 for <br />the above referred to project, a contract in the amount of <br />$50,456.75 was being submitted for Board approval. It was <br />noted that the increased cost is due to a project change <br />requiring that a sewer pipe originally planned to be installed <br />by cutting through State Road 23 at the intersection will now <br />have to be placed underneath the highway. Upon a motion made <br />by Mr. Leszczynski, seconded by Mr. Kernan and carried, the <br />contract was approved subject to the filing of the required <br />insurance, Performance Bond and Labor and Materials Payment <br />Bond with the Board. <br />APPROVE CONSTRUCTION CONTRACT - RITSCHARD BROTHERS, INC. <br />(CONSTRUCTION OF TURN LANES ON S.R. 23 AT MAPLE ROAD) <br />Mr. Leszczynski advised that in accordance with the bid awarded <br />on June 13, 1983, to Ritschard Brothers, Inc., 1204 West Sample <br />Street, South Bend, Indiana, in the amount of $75,188.29 for <br />the above referred to project, a contract in said amount was <br />being submitted for Board approval. Upon a motion made by Mr. <br />Leszczynski, seconded by Mr. Hill and carried, the contract <br />was approved and the required insurance, Performance Bond and <br />Labor and Materials Payment Bond were filed. <br />APPROVE CHANGE ORDER NO. 6 - BATES AND ROGERS <br />CONSTRUCTION (COLFAX AVENUE BRIDGE'PROJECT) <br />Mr. Leszczynski advised that Bates and Rogers Construction <br />Company has submitted Change Order No. 6 for the Colfax <br />Bridge Repair Project in an increased amount of $36,525.00. <br />The Change Order states that a foundation seal for the <br />cofferdam in Pier #5 is needed because of water and sand <br />washing up from under the sheet piling. A revision in plans <br />was made by the Central Office Design Department. Payment <br />will be made at a unit price per cubic yard equal to three - <br />fourths the contract unit price per cubic yard for class B <br />concrete in footings. The footing concrete price is $200.00 <br />per cubic yard. Therefore, the foundation seal price is <br />LI <br />1 <br />