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IL
<br />BID TABULATION
<br />Sewer System Capacity Improvements "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 />a ITEM DESCRIPTION
<br />UNIT
<br />QUANTn1
<br />ENGINEER'S ESTIMATE
<br />UNIT TOTAL
<br />PRICE AMOUNT
<br />Shoreline Construction
<br />UNIT TOTAL
<br />PRICE AMOUNT
<br />KLB Construction
<br />UNIT TOTAL
<br />PRICE AMOUNT
<br />R. L. Alis Company
<br />UNIT TOTAL
<br />PRICE AMOUNT
<br />BUNO Construction
<br />UNIT TOTAL
<br />PRICE AMOUNT
<br />I
<br />Mobilization
<br />LS
<br />I
<br />S514,000.00
<br />5514,000.00
<br />$400,000.00
<br />$400,000.00
<br />$375,000.00
<br />5375,000.00
<br />$240,000.00
<br />5240,000.00
<br />5400,000.00
<br />$400,000.00
<br />2
<br />Surveying
<br />LS
<br />1
<br />$20,000.00
<br />$20,000.00
<br />$20,000.00
<br />$20,000.00
<br />$25,000.00
<br />525,000.00
<br />$20,000.00
<br />$20,000.00
<br />$50,000.00
<br />$50,000.00
<br />3
<br />Traffic Control Labor
<br />Hours
<br />5800
<br />$45.00
<br />$261,000.00
<br />$42.00
<br />5243,600.00
<br />$40.00
<br />S232,000.00
<br />540.00
<br />$232,000.00
<br />$40.00
<br />5232,000.00
<br />4
<br />Maintenance & Protection of
<br />LS
<br />1
<br />512,000.00
<br />$12,000.00
<br />S5,000.00
<br />55,000.00
<br />$100,000.00
<br />$100,000.00
<br />$15,000.00
<br />$15,000.00
<br />$35,000.00
<br />$35,000.00
<br />Traffic Control
<br />5
<br />Street Cleaning & Sweeping
<br />LS
<br />I
<br />510,000.00
<br />510,000.00
<br />$5,000.00
<br />$5,000.00
<br />$50,000.00 -
<br />$50,000.00
<br />$6,000.00
<br />$6,000.00
<br />525,000.00
<br />$25,000.00
<br />6
<br />Sawcutting Pavement, Final Joint
<br />LF
<br />12000
<br />52.00
<br />$24,000.00
<br />$1.00
<br />$12,000.00
<br />$3.00
<br />$36,000.00
<br />$3.00
<br />$36,000.00
<br />$2.00
<br />$24,000.00
<br />Cut, Up to 6 -Inch Thickness
<br />7
<br />Sawcutting Pavement, Final Joint
<br />LF
<br />3100
<br />S1.00
<br />$3,100.00
<br />51.00
<br />53,100.00
<br />$0.50
<br />$1,550.00
<br />$0.50
<br />$1,550.00
<br />$0.25
<br />$775.00
<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 />$50,000.00
<br />$50,000.00
<br />$75,000.00
<br />S75,000.00
<br />525,000.00
<br />$25,000.00
<br />$350,000.00
<br />$350,000.00
<br />9
<br />Temporary Sedimentation&
<br />LS
<br />1
<br />$26,000.00
<br />$26,000.00
<br />$35,000.00
<br />$35,000.00
<br />$10,000.00
<br />510,000.00
<br />$12,000.00
<br />$12,000.00
<br />525,000.00
<br />525,000.00
<br />Erosion Control
<br />10
<br />Pavement Marking
<br />LS
<br />1
<br />$12,000.00
<br />$12,000.00
<br />$10,000.00
<br />S'10,000.00
<br />$7,500.00
<br />$7,500.00
<br />$6,000.00
<br />$6,000.00
<br />53,000.00
<br />S3,000.00
<br />II
<br />Roadway Excavation and
<br />CY
<br />2900
<br />$46.00
<br />$133,400.00
<br />$30.00
<br />$87,000.00
<br />$16.00
<br />$46,400.00
<br />$30.00
<br />$87,000.00
<br />$15.00
<br />$43,500.00
<br />Embankment
<br />12
<br />Crushed Surfacing Top Course
<br />Tons
<br />140
<br />$23.00
<br />$3,220.00
<br />550.00
<br />$7,000.00
<br />$25.00
<br />$3,500.00
<br />$30.00
<br />$4,200.00
<br />$25.00
<br />$3,500.00
<br />13
<br />HMA, CL 1/2" PG 64-22
<br />Tons
<br />2600
<br />$150.00
<br />$390,000.00
<br />$95.00
<br />$247,000.00
<br />$95.00
<br />5247,000.00
<br />5120.00
<br />5312,000.00
<br />$88.00
<br />5228,800.00
<br />
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