Laserfiche WebLink
<br /> . <br /> DEPARTMENT OF PUBLIC WORKS <br /> e Engineering Division <br /> Bid No. 5 <br /> Opened: June 19, 1979 <br /> 1. PAVING, SANITARY SEWER AND STORM SEWER in and <br /> adjacent to Harriet Park Subdivision; Job No. 1509. <br /> Contract Cost <br /> Bidders: Basic Alternate <br /> AWARD' 1. Eugene Sand & Gravel, Inc.-------------$ -0- $ 48,170.87 <br /> 2. Morse Bros. Contractors, Inc.----------$ -0- $ 53,547.90 <br /> 3. Shur-Way Contractors, Inc.-------------$ 54,191.49 $ -0- <br /> 4. H & J Construction---------------------$ -0- $ 54,922.50 <br /> 5. Eggels Sand & Gravel Co.---------------$ 58,742.50 $ -0- <br /> 6. Wildish Construction Co.---------------$ -0- $ 62,196.80 <br /> Cost to Abutting Property: Cost to City Amount Budgeted <br /> 281 Paving $26.50/FF <br /> Conc.Drive $ 4.00/Sq.Ft. <br /> San. Lateral $ 0.31/Sq/Ft. <br /> San.Service $80.00/Each <br /> StormSewer $1270.00/Lot Storm Sewer $4,800.00 $7,900.00 <br /> e <br /> COMPLETION DATE: September 14, 1979 <br /> ------------------------------------------------------------------------------------------------------ <br /> 2. PAVING, SANITARY SEWER, STORM SEWER AND SIDEWALK <br /> on Fox Hollow Road from 43rd Avenue to Donald <br /> Street; Job No. 1236. <br /> Bidders: Contract Cost <br /> AWARD l. B & J Construction -------------------------$ 490,057.97 <br /> 2. Morse Bros. Contractors, Inc.---------------$ 503,597.46 <br /> 3. Wi1dish Construction Co.--------------------$ 529,215.71 <br /> 4. Eugene Sand & Gravel, Inc.------------------$ 530,117.18 <br /> Cost to Abutting Property: Cost to City Amount Budgeted <br /> 201 Paving $22.00/FF Paving $ 6LOOO.00 From County by <br /> 281 Paving $29.00/FF <br /> 411 Conc.Sidewa1k $ 1.60/Sq.Ft. Bikepath $ 73,500.0Q Agreement: <br /> 511 Cone. Drive $ 1. 80/Sq. Ft Storm Swr. $107,300.00 $226,000.00 <br /> 211 A.C. Drive $ 0.30/Sq.Ft. <br /> San. Lateral $ 0.18/Sq.Ft. <br /> San.Service $600.00/Each <br /> ~ COMPLETION DATE: November 15, 1979 <br /> 350 .. <br /> ,-,. .......,..,. <br /> 4'" . . '.~. .. .. <br />