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<br /> Illinois Department Re uest #Or A roval
<br /> q pp
<br /> of Transportation ;�w�; �; �; �,_;,'� � of Change in Plans I
<br /> Date: 10/30/2007 ��'� • ��z�� � County Macon
<br /> Request No. � � Final Road District or Municipality City of Decatur
<br /> Contractor: Dunn Company Section 07-00708 - 00- FP
<br /> Address: 724 Mercer St.
<br /> Decatur, II. 62522 Sheet 1 of 2
<br /> ❑ addition
<br /> I recommend that an ❑ extension be made ❑ to the above contract.
<br /> � deduction ❑ from
<br /> Between Station and Station a net length of a2,115.0 Ft(8 MIIBS)
<br /> (Do not fill in unless a change in length is involved)
<br /> The estimated quantities are shown below and the contractor agrees to furnish the materials and do the work at the unit
<br /> prices. Show station location for major items.
<br /> Items Description and Unit Quantit Unit Price Additions Deductions
<br /> AGGREGATE BASE COURSE,TYPE B 35.0 54.65 $1912.75
<br /> HOT-MIX ASPHALT SURFACE BASE COURSE,5 INCH 1426.0 17.10 24,384.60
<br /> BITUMINOUS MATERIAL(PRIME COAT)RC70/CSS-1 H 15906.07 2.60 41355.78
<br /> MIXTURE FOR CRACKS,JOINTS,AND FLANGEWAYS 95.09 125.50 11933.79
<br /> LEVELING BINDER(MACHINE METHOD), N50 51.59 83.75 4320.66
<br /> HOT-MIX ASPHALT SURFACE REMOVAL-BUTT JOINT 1528.0 9.20 14057.60
<br /> HOT-MIX ASPHALT SURFACE COURSE,MIX"C", N50 286.7 69.90 20040.33
<br /> HOT-MIX ASPHALT SURFACE COURSE,MIX"D",n50 335.43 73.30 24587.02
<br /> PORTLAND CEMENT CONCRETE SIDEWALK,5 INCH 856.1 5.50 4708.55
<br /> HOT-MIX ASPHALT SURFACE REMOVAL, 1 1/2 INCH 923.6 2.32 2142.75
<br /> HOT-MIX ASPHALT SURFACE REMOVAL,5 INCH 1426.0 6.00 8556.00
<br /> HOT-MIX ASPHALT SURFACE REMOVAL,VARIABLE DEPTH 567.5 2.32 1316.60
<br /> SIDEWALK REMOVAL 66.6 11.85 789.21
<br /> VALVE BOX MILLING 23.0 44.00 1012.00
<br /> CATCH BASIN/MANHOLE MILLING 29.0 44.00 1276.00
<br /> COMBINATION CONCRETE CURB AND GUTT'ER REMOVAL 6,5 37 40 243.10
<br /> AND REPLACEMENT
<br /> CLASS B PATCHES,TYPE II, 12 INCH 84.6 116.30 9838.98
<br /> CLASS B PATCHES,TYPE III, 12 INCH $.9 116.05 1032.85
<br /> CLASS B PATCHES,TYPE IV, 12 INCH 33.1 118.80 3932.28
<br /> CLASS D PATCHES,TYPE I,5 INCH 5�.� 66.35 3317.50
<br /> CLASS D PATCHES,TYPE II,5 INCH 23.3 66.35 1545.96
<br /> CLASS D PATCHES,TYPE III,5 INCH 73.7 66.35 4890.00
<br /> CLASS D PATCHES,TYPE IV,5 INCH 45.9 66.35 3045.46
<br /> CLASS D PATCHES,TYPE II,7 INCH 50.0 73.05 3652.50
<br /> CLASS D PATCHES,TYPE III,7 INCH 50.0 73.05 3652.50
<br /> CLASS D PATCHES,TYPE IV,7 INCH 800.0 73.05 58440.00
<br /> S,aw CUTs 153.0 5.50 841.50
<br /> AGGREGATE SHOULDERS,TYPE A 1 O.O 46.00 460.00
<br /> STORM SEWERS,TYPE 2,REINFORCED CONCRETE 79.0 �
<br /> CULVERT,STORM DRAIN,AND SEWER PIPE,CLASS III, 12 41.80 3302.20
<br /> INCH
<br /> RESTRICTED DEPH CATCH BASINS,4'-DIAMETER,TYPE 3 �•� 2612.50
<br /> FRAME AND GRATE 0.00 0.00
<br /> INLETS,TYPE A,SPECIAL,TYPE 3 FRAME AND GRATE O.O 1276.00 0.00 0.00
<br /> CATCH BASINS TO BE ADJUSTED(SPECIAL)17 INCH X 22 O.O 275.00
<br /> INCH 0.00 0.00
<br /> Page of 2 BLR 13210(Rev.7/0�
<br /> Printed 11/5/2007 11:37:22 AM
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