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<br />.. <br /> <br />~ PAVING, STORM SEWER AND SIDEWALK: Gilham Road from <br />Belt Line Road to Crescent Avenue (1383) <br /> <br />Contract Cost <br />Basic Alternate <br /> <br />Bidders <br /> <br />1. Wildish Construction Company............................$186,848.26 <br />2. R. C. Parsons & Son Cosntruction, Inc...................$187,742.59 <br />3. Eugene Sand & Gravel, Inc............................... No Bid <br /> <br />4. Morse Bros., Inc........................................ No Bid <br /> <br />$174,816.70 <br />$179,841.44 <br />$189,390.83 <br />$193,720.50 <br /> <br />Cost to Abutting Property <br /> <br />Cost to City <br /> <br />Amount Budgeted <br /> <br />281 Paving <br />361 Paving <br />4" Sidewalk <br />5" Sidewalk <br />]I' Driveway <br /> <br />$ 20.85/FF <br />$ 25.60/FF <br />$ 1.35/SF <br />$ 1. 45/SF <br />$ 1. 75/SF <br /> <br />Paving $ 53,500.............$ 39,500.00 <br />Overpass 31,500.............$ 24,000.00 <br />Stm.Sewer 24,600.............$ 5,500.00 <br /> <br />COMPLETION DATE: September 19, 1977 <br /> <br />----------------------------------------------------------------------------------------------- <br /> <br />~ PAVING: Holly Street from Norkenzie Road <br />~to 900 feet west of Norkenzie Road (1416) <br /> <br />Contract Cost <br />Basic Alternate <br /> <br />Bidders <br /> <br />1. Benge Paving, Inc...................................... No Bid <br /> <br />2. Eugene Sand & Gravel, Inc..............................$18,772.05 <br />3. Wildish Construction CO................................$19,32l.80 <br />4. Shur-Way Contractor, Inc...............................$19,572.95 <br /> <br />$ 18,163.50 <br />$ 18,199.40 <br />S 19, 148. 05 <br />$ 19,540.25 <br /> <br />Cost to Abutting Property <br /> <br />281 Paving <br />36' Paving <br />San. Service <br /> <br />$ 23.35/FF <br />26.25/FF <br />$162.00/Each <br /> <br />Cost to City <br />$ 650.00 <br /> <br />Amount Budgeted <br /> <br />None <br /> <br />COMPLETION DATE: August 1,1977 <br /> <br />. <br /> <br />1f8l. <br /> <br />Page 2 of 3 <br /> <br />1.1 <br />