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Iliinois Department Tabulation
<br /> of Transporta�tion
<br /> of Bids
<br /> County Macon Date March 28,2000
<br /> Municipality or Road District City of Decatur Time 10:00 a.m. Name and Address Dunn�omn2nv
<br /> Section 98-09851-01-RS Appropriation$ of 724 North Mercer
<br /> Estimate$ Attended By Bidders Decatur. illinois 62522 �
<br /> Proposal Guarantee Approved I
<br /> Engineers �
<br /> Terms Estimate
<br /> Item No. Items Delivery Unit Quantity Unit Total Unit Total Unit Total Unit Total
<br /> or Grou Price Price Price Price
<br /> 1 FURNISING&PLACING TOP SOIL,12-INCH SY 55 25.00 1,375.00 28.60 1,573.00
<br /> 2 SUB-BASE GRANULAR MATERIAL,TYPE B 4-INCH SY 444 6.15 2,730.60 6.85 3,041.40
<br /> 3 PROCESSING SOIL-CEMENT BASE COURSE 6-INCH SY 515 6.50 3,347.50 10.90 5,613.50
<br /> 4 CEMENT 100 WT 245 5.75 1,408.75 6.95 1,702.75
<br /> 5 EARTH EXCAVATION CY 170 13.10 2,227.00 12.60 2,142.00
<br /> ( BITUMINOUS MATERIALS(PRIME COAT)CSS-1H,RC-70 GAL 548 1.50 822.00 2.35 1,287.80
<br /> 7 AGGREGRATE(PRIME COAT) TON 57 1.50 85.50 12.50 712.50
<br /> $ LEVEL BINDER(MACHINE METHOD),MIX C,TYPE 2 TON 1,126 50.00 56,300.00 54.40 61,254.40
<br /> 9 BIT CONC SURF COURSE,MIX D,CLASS I,TYPE 2 TON 1,122 50.00 56,100.00 57.15 64,122.30
<br /> 10 BITUMINOUS SURFACE REMOVAL-BUTT JOINT SY 250 10.10 2,525.00 6.50 1,625.00
<br /> 11 PCC PAVEMENT 10-INCH(JOINTED) SY 410 55.00 22,550.00 63.25 25,932.50
<br /> 12 PAVEMENT REMOVAL SY 410 9.50 3,895.00 1430 5,863.00
<br /> 13 COMBINATION CURB&GUTTER REMOVAL FT 122 9.50 1,159.00 12.10 1,476.20
<br /> 14 BIT CONCRETE SURFACE REMOVAL(PROFILING) SY 3,015 5.00 15,075.00 3.00 9,045.00
<br /> 15 CLASS D PATCHES,TYPE II,8-INCH SY 10 50.00 500.00 108.00 1,080.00
<br /> 16 CLASS D PATCHES,TYPE IV,8-INCH SY 35 40.00 1,400.00 108.00 3,780.00
<br /> 1'7 AGGREGATE SHOULDERS,TYPE A TON 66 40.00 2,640.00 46.85 3,092.10
<br /> j$ MANHOLES TO BE ADJUSTED EA 5 230.00 1,150.00 660.00 3,300.00
<br /> 19 INLETS TO BE ADJUSTED EA 5 200.00 1,000.00 660.00 3,300.00
<br /> 20 VALVEBOXESTOBEADJUSTED EA 5 120.00 600.00 220.00 1,100.00
<br /> 21 COMB CONCRETE CURB&GUTTER,TYPE B-6:12 FT 122 21.50 2,623.00 19.80 2,415.60
<br /> 22 TRAFFIC CONTROL&PROTECT,STANDARD 701501 L SUM 1 3,000.00 3,000.00 1,500.00 1,500.00
<br /> 23 TRAFFIC CONTROL&PROTECT,STANDARD 701701 L SUM 1 2,500.00 2,500.00 1,500.00 1,500.00
<br /> . Total As Read 185,01335 206,279.05
<br /> - Bid As Corrected 185,013.35 206,459.05
<br /> BLR 6106(11/97)
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