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' ,� ' t. <br /> j Project............................Base Failure Repairs ENGINEER'S ESTIMATE Dunn Company <br />�I Ciry Project...................2000-06 724 North Mercer Street <br /> City Engineering Division Decatur,Illinois 62522 <br />', Bid Date........................ Monday,July 10,2000 <br />' S%BID BOND <br /> Time..............................2:00 p.m. Apparent Low Bidder <br />' ITEM PAY ITEM UNIT QTY UNIT TOTAL UNIT TOTAL <br /> NUMBER PRICE PRICE <br /> � 3-INCH BITUMINOUS PAVEMENT REMOVAL AND 25 SY $33.85 $846.25 $34.80 $870.00 <br /> BITUMINOUS REPLACEMENT TYPE I(0.0-5.0 SY) <br /> Z 3-INCH BITUMINOUS PAVEMENT REMOVAL AND 170 SY $26.75 $4,547.50 $27.45 $4,666.50 <br /> BITUMINOUS REPLACEMENT TYPE II(5.1-25.0 SY) <br /> 3-INCH BITUMINOUS PAVEMENT REMOVAL AND <br /> 3 BITUMINOUS REPLACEMENT TYPE III(25.1-50.0 2'75 SY $20.20 $5,555.00 $21.85 $6,008.75 <br /> SY) <br /> 3-INCH BITUMINOUS PAVEMENT REMOVAL AND <br /> 4 BITUMINOUS REPLACEMENT TYPE IV(50.1-UP 600 SY $20.20 $12,120.00 $20.85 $12,510.00 <br /> SY) <br /> 5 5-INCH BITUMINOUS PAVEMENT REMOVAL AND ZS SY $39.25 $981.25 $40.20 $1,005.00 <br /> BITUMINOUS REPLACEMENT TYPE I <br /> 6 5-INCH BI'CUMINOUS PAVEMENT REMOVAL AND 85 SY $33.80 $2,873.00 $34.80 $2,958.00 <br /> BITUMINOUS REPLACEMENT TYPE[I <br /> � 5-INCH BITUMINOUS PAVEMENT REMOVAL AND 225 SY $28.75 $6,468.75 $30.45 $6,851.25 <br /> BITUMINOUS REPLACEMENT TYPE III <br /> g 5-INCH BITUMINOUS PAVEMENT REMOVAL AND 450 SY $28.75 $12,937.50 $29.50 $13,275.00 <br /> BITUMINOUS REPLACEMENT TYPE IV <br /> 9 7-INCH BITUMINOUS PAVEMENT REMOVAL AND 25 SY $55.25 $1,381.25 $56.85 $1,421.25 <br /> BITUMINOUS REPLACEMENT TYPE I <br /> 10 �-INCH B[TUMINOUS PAVEMENT REMOVAL AND �5 SY $49.00 $3,675.00 $51.35 $3,851.25 <br /> BITUMINOUS REPLACEMENT TYPE II <br /> ll 7-INCH BITUMINOUS PAVEMENT REMOVAL AND 65 SY $39.30 $2,554.50 $42.50 $2,762.50 <br /> BITUMINOUS REPLACEMENT TYPE III <br /> 12 7-INCH BITUMINOUS PAVEMENT REMOVAL AND 2�5 SY $39.30 $1Q807.50 $40.40 $11,110.00 <br /> BITUMINOUS REPLACEMENT TYPE IV <br /> l3 SAW CUTTING(ASPHALT/CONCRETE) 2,300 LF $2.70 $6,210.00 $2.80 $6,440.00 <br /> 14 AGGREGATE BASE COURSE,TYPE B 75 TON $27.00 $2,025.00 $27.80 $2,085.00 <br /> TOTAL BID As Corrected S72 982.50 $75 814.50 <br /> Percent Over or Under ENGINEER'S ESTIMATE 3.88% <br /> The Apparent L,ow Bidder is: <br /> J� �Z 'd� <br /> S hen Sw son,City Engineer Date <br />