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Project............................North 21st Street Reconstruction&Overlay ENGINEER'S ESTIMATE Dunn Company
<br /> Condit Street to Garfield Avenue
<br /> City Project.....................9851-B 724 North Mercer
<br /> City Engineering Division Decatur,Illinois 62522
<br /> Bid Date........................ Tuesday,March 28,2000
<br /> 5%BID BOND
<br /> Time.............................. 10:00 a.m. Apparent Low Bidder
<br /> ITEM PAY ITEM UNIT QTY UNIT TOTAL UNIT TOTAL
<br /> NUMBER ______ __ _ PRICE PRICE
<br /> 21101700 FURNISHING AND PLACING TOP SOIL,12-INCH SY 55 's25.00 `S l,�?5.00 $28.60 $1,573.00
<br /> 31101200 SUB-BASE GRANULAR MATERIAL,TYPE B 4-INCH SY 444 �6.1� �,2,%30.60 $6.85 $3,041.40
<br /> 35200100 PROCESSING SOIL-CEMENT BASE COURSE 6-INCH SY 515 '66.50 y±,3�%JO $10.90 $5,613.50
<br /> 35200500 CEMENT 100 WT 245 b5.7J Sl,di)5.7� $6.95 $1,702.75
<br /> 35200600 EARTHEXCAVATION CY 170 51�.10 �2,227.00 $12.60 $2,142.00
<br /> 40600101 BITUMINOUS MATERIALS(PRIME COAT) CSS-1H,RC-70 GALLON 548 41.50 $822.00 $235 $1,287.80
<br /> 40600300 AGGREGATE(PRIMECOA'I') TON 57 �(.�0 RS)•��) $12.50 $712.50
<br /> 40600570 LEVELING BINDER(MACHINE METHOD)MIXTURE C,TYPE 2 TON 1,126 $:i0.00 $56,300.00 $54.40 $61,254.40
<br /> 40600850 BITUMINOUS CONCRETE SURFACE COURSE,MIXTURE D, TON 1,122 550.00 �i6,100.00 $57.15 $64,122.30
<br /> CLASS I,TYPE 2
<br /> 40600980 BITUMINOUS SURFACE REMOVAL-BU1T JOINT SY 250 S 10.10 52,5��.00 $6.50 $1,625.00
<br /> 42000501 P�RTLAND CEMENT CONCRETE PAVEMENT]0- Sy 410 $J>.00 C«,j$p.pp $63.25 $25,932.50
<br /> [NCH(JOINTED)
<br /> 44000100 PAVEMENTREMOVAL SY 410 �).�0 S3,S)5.00 $1430 $5,863.00
<br /> 44000500 COMBINATIONCURBANDGLITTERREMOVAL FT 122 $9.Si) S(,J59,00 $12.10 $1,476.20
<br /> 44001210 BITUMINOUS CONCRETE SURFACE REMOVAL(PROFILING) SY 3,015 �J.00 S 1 J,0'>.UO $3.00 $9,045.00
<br /> 44201741 CLASS D PATCHES,TYPE II,8-INCH SY 10 5?0.00 'b500.�0 $108.00 $1,080.00
<br /> 44201747 CLASS D PATCHES,TYPE IV,8-INCH SY 35 540.01) S 1;40U.00 $]08.00 $3,780.00
<br /> 48100100 AGGREGATE SHOULDERS,T'YPE A TON 66 5�0.00 52,640.00 $46.85 $3,092.10
<br /> 60255500 MANHOLES TO BE ADJUSTED EA 5 �2?0.00 's I.l S0.0p $660.00 $3,300.00
<br /> 60260100 INLETS TO BE ADJUSTED EA 5 5200.p0 S 1,0U0.00 $660.00 $3,300.00
<br /> 60266600 VALVE BOXES TO BE ADJUSTED EA 5 's120.Q0 `6600.00 $220.00 $1,100.00
<br /> 60603800 i�MBINATION CONCRETE CURB AND GUTTER,TYPE B-6. FT 122 �21.50 *2,623.U0 $19.80 $2,415.60
<br /> 70102620 TRAFFIC CONTROL AND PROTECTION,STANDARD 70150i LUMP SUM 1 5?,000.00 53,000.00 $1,500.00 $1,500.00
<br /> 70102635 TRAFFIC CONTROL AND PR01'ECTION,STANDARD 70170I LUMP SUM 1 R2,:i00.00 52.�00.00 $1,SOO.OQ $1,500.00
<br /> TOTAL BID As Corrected $185,013.35 $206,459.05
<br /> Percent Over or(Under)ENGINEER'S ESTIMATE 11.59
<br /> The Apparent Low Bidder is: Entler Excavating
<br /> � �'�� -vV
<br /> Step en S nson,P.E.,City Engineer Date
<br />
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