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AGENDA REVIEW SESSION
<br />OCTOBER 17, 2013 309
<br />ITEM
<br />NO.
<br />DESCRIPTION
<br />QUANTI
<br />TY
<br />UNIT
<br />UNIT
<br />PRICE
<br />TOTAL
<br />AMOUNT
<br />1
<br />Construction Engineering
<br />1
<br />LS
<br />$1,200.00
<br />$1,200.00
<br />2
<br />Mobilization and Demobilization
<br />1
<br />LS
<br />$350.00
<br />$350.00
<br />3
<br />Curb, Concrete, Remove
<br />100
<br />LFT
<br />$13.00
<br />$1,300.00
<br />4
<br />Steps, Concrete, Remove
<br />1
<br />LS
<br />$200.00
<br />$200.00
<br />5
<br />Sidewalk, Concrete, Remove
<br />60
<br />SY
<br />$15.00
<br />$900.00
<br />6
<br />Wall, Remove
<br />1
<br />LS
<br />$500.00
<br />$500.00
<br />7
<br />Compacted Aggregate, No. 53 Base
<br />150
<br />TON
<br />$20.00
<br />$3,000.00
<br />8
<br />9
<br />Sidewalk, Concrete, 4 IN.
<br />Curb, Concrete
<br />170
<br />190
<br />SY
<br />LFT
<br />$45.00
<br />$27.00
<br />$7,650.00
<br />$5,130.00
<br />11
<br />12
<br />13
<br />PCCP For Approaches, 8 IN.
<br />HMA, Base Type B
<br />HMA, Surface Type B
<br />Topsoil and Sodding
<br />37
<br />110
<br />50
<br />110
<br />SY
<br />TON
<br />TON
<br />SY
<br />$72.00
<br />$80.00
<br />$80.00
<br />$16.00
<br />$2,664.00
<br />$8,800.00
<br />$4,000.00
<br />$1,760.00
<br />14
<br />15
<br />1 Common Excavation
<br />Maintenance ofTraf&c
<br />100
<br />1
<br />CY
<br />LS
<br />$26.00
<br />$1,300.00
<br />$2,600.00
<br />$1,300.00
<br />t otat Amount
<br />L.L. GEANS CONSTRUCTION CO
<br />1923 N. Home Street
<br />Mishawaka, Indiana 46545
<br />Quotation was submitted by Mr. Ricky Geans
<br />QUOTATION:
<br />$41,354.00
<br />ITEM
<br />DESCRIPTION
<br />QUANTI
<br />UNIT
<br />UNIT
<br />TOTAL
<br />NO.
<br />Construction Engineering
<br />TY
<br />LS
<br />PRICE
<br />AMOUNT
<br />1
<br />Construction Engineering
<br />1
<br />LS
<br />$4,039.00
<br />$,039.00
<br />2
<br />Mobilizat on and Demobilization
<br />1
<br />LS
<br />$2,117.00
<br />$2,117.00
<br />3
<br />Curb, Concrete, Remove
<br />100
<br />LFT
<br />$10.25
<br />$1,025.00
<br />4
<br />Steps, Concrete, Remove
<br />1
<br />LS
<br />$375.00
<br />$375.00
<br />5
<br />Sidewalk, Concrete, Remove
<br />60
<br />SY
<br />$10.42
<br />$625.00
<br />6
<br />Wall, Remove
<br />I
<br />LS
<br />$532.00
<br />$532.00
<br />7
<br />Compacted Aggregate, No. 53 Base
<br />150
<br />TON
<br />$26.25
<br />$3,938.00
<br />8
<br />Sidewalk, Concrete, 4 IN.
<br />170
<br />SY
<br />$49.45
<br />$8,406.00
<br />9
<br />Curb, Concrete
<br />190
<br />LFT
<br />$23.91
<br />$4,543
<br />10
<br />PCCP For Approaches, 8 IN.
<br />37
<br />SY
<br />$58.29
<br />$2,157.00
<br />11
<br />HMA, Base Type B
<br />110
<br />TON
<br />$115.50
<br />$12.705.00
<br />12
<br />HMA, Surface Type B
<br />50
<br />TON
<br />$199.50
<br />$9,975.00
<br />13
<br />Topsoil and Sodding
<br />110
<br />SY
<br />$9.52
<br />$1,048.00
<br />14
<br />Common Excavation
<br />100
<br />CY
<br />$73.16
<br />$7,316.00
<br />15
<br />Maintenance of Traffic
<br />]
<br />LS
<br />$1,050.00
<br />$1,050
<br />t otat Amount
<br />WALSH & KELLY, INC.
<br />24358 State Road 23
<br />South Bend, Indiana 46614
<br />Quotation was submitted by Mr. Dustin Hilary
<br />QUOTATION:
<br />$59,851.00
<br />ITEM
<br />NO.
<br />DESCRIPTION
<br />QUANTI
<br />TY
<br />UNIT
<br />UNIT
<br />PRICE
<br />TOTAL
<br />AMOUNT
<br />1
<br />Construction Engineering
<br />1
<br />LS
<br />$2,900.00
<br />$2,900.00
<br />2
<br />Mobilization and Demobilization
<br />1
<br />LS
<br />$2,500.00
<br />$2,500.00
<br />3
<br />Curb, Concrete, Remove
<br />100
<br />LFT
<br />$12.00
<br />$1,200.00
<br />4
<br />Steps, Concrete, Remove
<br />1
<br />LS
<br />$1,000.00
<br />$1,000.00
<br />5
<br />Sidewalk, Concrete, Remove
<br />60
<br />SY
<br />$12.00
<br />$72.00
<br />6
<br />Wall, Remove
<br />1
<br />LS
<br />$600.00
<br />$600.00
<br />7
<br />Compacted Aggregate, No. 53 Base
<br />150
<br />TON
<br />$25.00
<br />$3,750.00
<br />8
<br />Sidewalk, Concrete, 4 LN.
<br />170
<br />SY
<br />$37.00
<br />$6,290.00
<br />9
<br />Curb, Concrete
<br />190
<br />LFT
<br />$28.00
<br />$5,320.00
<br />10
<br />PCCP For Approaches, 8 IN.
<br />37
<br />SY
<br />$80.00
<br />$2,960.00
<br />11
<br />HMA, Base Type B
<br />110
<br />TON
<br />$110.00
<br />$12,100.00
<br />12
<br />HMA, Surface Type B
<br />50
<br />TON
<br />$190.00
<br />$9,500.00
<br />13
<br />Topsoil and Sodding
<br />110
<br />SY
<br />$30.00
<br />$3,300.00
<br />14
<br />Common Excavation
<br />100
<br />CY
<br />$20.00
<br />$2,000.00
<br />15
<br />Maintenance of Traffic
<br />1
<br />LS
<br />$2,500.00
<br />$2,500.00
<br />1 vrar esuruwtt $56,640.00
<br />
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