Laserfiche WebLink
<br /> " <br /> ; <br /> ~ <br /> . <br /> . DEPARTMENT OF PUBLIC WORKS <br /> Engineering Division <br /> Bid No. 11 <br /> Opened: October 4, 1977 <br /> l. SANITARY SEWER; South Shasta loop from the east <br /> boundary of Deer Park Subdivision (Job No. 1426) <br /> Bidders Contract Cost <br /> l. Norm Green & Sons----------_____~___________________________$ 10,440.75 <br /> 2. James A. Hil1----------____________________________~________$ 11,373.05 <br /> 3. Shur-Way Contractors, Inc.-----~-----_______________________$ 13,792.50 <br /> 4. Dan D. Allsup Contractor, Inc.---------_____________________$ 15,466.25 <br /> 5. Kenneth R. Bostick Construction Company--------_____________$ 16,084.40 <br /> 6. l~ D. Van Over Construction, Inc.----------_________________$ 16,711.00 <br /> Cost to Abutting Property: Cost to City Amount Buc!geted <br /> San. lat. $0.055/Sq.Ft~ $4,250.00 (deferred assessment) -0- <br /> San.Serv. $470.00/Each <br /> levy $0. 005/Sq. Ft. <br /> COMPLETION DATE: December 30. 1977 <br /> -lIIr-------------------------------------------------------------------------:--------"------ <br /> 2. SANITARY SEWER; Foch Street from Roosevelt <br /> Boulevard to 400 feet south (Job No. 1439) <br /> Bidders Contract Cost <br /> l. James A. Hi11-------------_________________________________$ 7.764.30 <br /> 2. Norm Green & Sons-----------_______________________________$ 9,509.50 <br /> 3. Shur-Way Contractors. Inc.---------________________________$ 10.879.70 <br /> 4. Eugene Sand & Gravel. Inc.-----------______________________$ 12,232.50 <br /> 5. l. O. Van Over Construction, Inc.-----------_______________$ 13,240.00 <br /> 6. Emerald Excavating, Inc.-----------________________________$ 13,820.00 <br /> 7. Dan o. Allsup Contractor, Inc.----------___________________$ 14,119.00 <br /> Cost to Abutting Property: Cost to City Amount Budgeted <br /> San. lat. $0.110/Sq.Ft. -0- -0- <br /> San.Serv. $226.00/Each <br /> San. levy $0.005/Sq.Ft. <br /> COMPLETION DATE: December 30. 1977 <br /> ----------------------------------------------------------------------------------------------- <br /> e <br /> , <br /> 17/ \2 <br />