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<br />BID TABULATION
<br />Sewer System Capacity Improvemeuts "K" Phase 1
<br />W.O.# UP 3271
<br />Date 4/1/2008
<br />Prepared By: William Barrett
<br />For: Dave Voigt' Project Engineer
<br />ITEM
<br /># ITEM DESCRIPTION
<br />UNIT
<br />UAN
<br />ENGINEER'S ESTIMATE
<br />UNIT TOTAL
<br />PRICE AMOUNT
<br />Interwest Construction
<br />UNIT TOTAL
<br />PRICE AMOUNT
<br />Plats Plus
<br />UNIT TOTAL
<br />PRICE AMOUNT
<br />James W. Fowler Co.
<br />UNIT TOTAL
<br />PRICE AMOUNT
<br />MidMountaio Contractors
<br />UNIT TOTAL
<br />PRICE AMOUNT
<br />I
<br />Mobilization
<br />LS
<br />I
<br />$514,000.00
<br />$514,000.00
<br />$385,000.00
<br />$385,000.00
<br />5500,000.00
<br />S500,000.00
<br />5500,000.00
<br />$500,000.00
<br />$360,000.00
<br />5360,000.00
<br />2
<br />Surveying
<br />LS
<br />1
<br />520,000.00
<br />$20,000.00
<br />550,000.00
<br />$50,000.00
<br />$45,000.00
<br />$45,000.00
<br />$16,000.00
<br />$16,000.00
<br />535,000.00
<br />535,000.00
<br />3
<br />Traffic Control Labor
<br />Hours
<br />5800
<br />545.00
<br />$261,000.00
<br />$42.50
<br />$246,500.00
<br />$49.00
<br />$284,200.00
<br />$45.00
<br />5261,000.00
<br />$42.00
<br />$243,600.00
<br />4
<br />Maintenance & Protection of
<br />LS
<br />1
<br />$12,000.00
<br />$12,000.00
<br />$85,000.00
<br />$85,000.00
<br />$134,000.00
<br />5134,000.00
<br />$20,000.00
<br />$20,000.00
<br />$100,000.00
<br />5100,000.00
<br />Traffic Control
<br />5
<br />Street Cleaning & Sweeping
<br />LS
<br />1
<br />$10,000.00
<br />$10,000.00
<br />$30,000.00
<br />$30,000.00
<br />$75,000.00
<br />$75,000.00
<br />$55,000.00
<br />$55,000.00
<br />$50,000.00
<br />$50,000.00
<br />6
<br />Sawcuning Pavement, Final Joint
<br />LF
<br />12000
<br />$2.00
<br />S24,000.00
<br />S3.25
<br />$39,000.00
<br />$2.00
<br />$24,000.00
<br />$1.50
<br />$18,000.00
<br />52.25
<br />$27,000.00
<br />Cut, Up to 6 -Inch Thickness
<br />7
<br />Sawcuning Pavement, Final Joint
<br />LF
<br />3100
<br />$1.00
<br />$3,100.00
<br />$1.00
<br />53,100.00
<br />$3.00
<br />59,300.00
<br />$0.27
<br />$837.00
<br />$0.35
<br />$1,085.00
<br />Cut, Up to I -Inch Thickness
<br />8
<br />Trench Excavation Safety System
<br />LS
<br />1
<br />580,000.00
<br />$80,000.00
<br />$115,000.00
<br />$115,000.00
<br />$135,000.00
<br />5135,000.00
<br />$32,000.00
<br />$32,000.00
<br />$150,0011.00
<br />$150,000.00
<br />9
<br />Temporary Sedimentation &
<br />LS
<br />1
<br />$26,000.00
<br />$26,000.00
<br />$25,000.00
<br />$25,000.00
<br />$15,000.00
<br />$15,000.00
<br />$6,700.00
<br />$6,700.00
<br />$14,000.00
<br />$14,000.00
<br />Erosion Control
<br />10
<br />Pavement Marking
<br />LS
<br />1
<br />$12,000.00
<br />$12,000.00
<br />$17,500.00
<br />$17,500.00
<br />$7,850.00
<br />$7,850.00
<br />52,800.00
<br />52,800.00
<br />$12,500.00
<br />512,500.00
<br />11
<br />Roadway Excavation and
<br />CY
<br />2900
<br />$46.00
<br />5133,400.00
<br />$25.00
<br />$72,500.00
<br />$48.00
<br />$139,200.00
<br />$70.00
<br />$203,000.00
<br />550.00
<br />$145,000.00
<br />Embankment
<br />12
<br />Crushed Surfacing Top Course
<br />Tons
<br />140
<br />523.00
<br />$3,220.00
<br />$35.00
<br />54,900.00
<br />$32.00
<br />$4,480.00
<br />5100.00
<br />$14,000.00
<br />$48,00
<br />$6,720.00
<br />13
<br />HMA, CL 1/2' PG 64-22
<br />Tuns
<br />2600
<br />$150.00
<br />$390,000.00
<br />S125.00
<br />$325,000.00
<br />$95.00
<br />$247,000.00
<br />590.00
<br />5234,000.00
<br />S110.00
<br />$286,000.00
<br />
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