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c��y �l,�,� <br /> ,� Illinois Department Request for Approval <br /> ' of Transportation of Change in Plans <br /> RECEOVED <br /> Date: 12/20/2006 �:,w �r ;d ;� " ,� = County Macon <br /> Request No. 2 � Final oad District or Municipality City of Decatur <br /> Contractor: Dunn Com an CT � Section 06- 00608 -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 X to the above contract. <br /> X deduction ❑ from <br /> Between Station and Station a net length of <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 50.0 $31.52 1576.00 <br /> Bituminous Material(Prime Coat)RC70/CSS-1 h 12573.19 $2.00 25146.38 <br /> Mixture for Cracks,Joints,and Flangeways 115.0 $126.70 14570.50 <br /> Bituminous Surface Removal-Butt Joint 679.8 $5.80 3942.84 <br /> Portland Cement Concete Sidewalk 5 Inch 1011.4 $4.80 4854.72 <br /> Bituminous Surface Removal 1 1/2 Inch 12510.9 $2.00 25021.80 <br /> Bituminous Surface Removal(Variable Depth) 423.0 $2.00 846.00 <br /> Sidewalk Removal 55.5 $18.40 1021.20 <br /> Valve Box Milling 0 $39.65 0.00 0.00 <br /> Catch Basin/Manhole Milling 28.0 $39.65 1110.20 <br /> Combination Concrete Curb and Gutter Removal and 544.0 $33.95 18468.80 <br /> Paved Shoulder Removal 5 Inch 601.7 $4.85 2918.23 <br /> Class B Patches,Type II,9 Inch 51.8 $84.80 4392.64 <br /> Class D Patches,Type I,5 Inch 50.0 $52.10 2605.00 <br /> Class D Patches,Type II,5 Inch 86.5 $52.10 4506.65 <br /> Class D Patches,Type III,5 Inch 389.9 $52.10 20313.79 <br /> Class D Patches,Type IV, 5 Inch 1997.2 $52.12 104094.06 <br /> Class D Patches,Type II,7 Inch 143.0 $57.05 8158.15 <br /> Class G Patches,Type Ilf,7 Inch 150.0 $57.05 8557.50 <br /> Class D Patches,Type IV, 7 lnch 76.6 $5?.05 4370.03 <br /> Saw Cuts 406.5 $4.60 1869.90 <br /> Aggregate Shoulders,Type A 10.0 $28.25 282.50 <br /> Bituminous Shoulders Superpave 5 Inch 601.7 $14.75 8875.07 <br /> Storm Sewers,Type 2, Reinforced Concrete Storm Drain, 60.0 $36.05 2163.00 <br /> Restricted Depth Catch Basins,4 Ft-Diameter Type 3 2.0 $2,082.90 4165.80 <br /> Inlets,Type A, Special,Type 3 Frame and Grate 8.0 $1,086.50 8692.00 <br /> Catch Basins to be Adjusted (Special) 17 Inch X 22 Inch 7.0 $204.95 1434.65 <br /> Catch Basins to be Adjusted (Special) 17 Inch X 30 Inch 0.0 $242.45 0.00 0.00 <br /> Catch Basins to be Adjusted (Special) 12 Inch X 28 1/2 0.0 $204.95 0.00 0.00 <br /> Manholes to be Adjusted 26.0 $105.00' 2730.00 <br /> Manholes to be Adjusted with New Type 1 Frame, Closed 1.0 $687.75 687.75 <br /> Valve Boxes to be Adjusted 3.0 $18.75 56.25 <br /> Valve Box Frames to be Adjusted with New Frames 1.0 $312.70 312.70 <br /> Short-Term Pavement Marking 900.0 $0.85 765.00 <br /> Detector Loop,Type 1 682.5 $7.00 4777.50 <br /> Page of 2 BLR 13210(Rev.7/0� <br /> Printed 12/26/2006 2:00:10 PM <br />