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R2005-67 ACCEPTING THE BID AND AUTHORIZING A CONTRACT
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R2005-67 ACCEPTING THE BID AND AUTHORIZING A CONTRACT
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Last modified
12/21/2015 2:36:40 PM
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12/21/2015 2:36:39 PM
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Resolution/Ordinance
Res Ord Num
R2005-67
Res Ord Title
ACCEPTING THE BID AND AUTHORIZING THE EXECUTION OF A CONTRACT STREET RESTORATION
Approved Date
6/6/2005
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^ <br /> . � � ' ` __:,� at� ' <br /> � ► Iilinois De rtm `r' ' <br /> � � � Request for Appro�al '�, <br /> ' Of TYa115pO��lOt1 of Change in Plans�:; j <br /> SHEET 1 OF 3 � /Z'��O�� <br /> •_•. � <br /> Date 11/15/05 County Macon `=' <br /> �_.r,� <br /> Contractor Dunn Company Inc Road District or Municipality City of Decatur �' <br /> Address 724 Mercer St. Section 05-00508-00-FP <br /> Decatur, II. 62522 Request No. <br /> ❑ addition <br /> I recommend that an ❑ extension be made ❑ to the above contract. <br /> �deduction �from <br /> Befinreen 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 <br /> unit prices. Show station location for major items. <br /> Items Description and Unit Quantit Unit Price Additions Deductions <br /> A re ate Base Cse. T e B, 6 Inch 70.00 15.05 1053.53 <br /> Bit. Mat'I. Prime Coat RC70/CSS-1 H 12212.94 1.38 16852.60 ' <br /> Mix Cracks Joints Flan ewa s 0.29 105.20 30.54 ' <br /> Levelin Blinder MM Su er ave N50 70.14 48.35 3391.22 <br /> Bit. Surf. Rem. Butt Joints 622.60 4.25 2646.00 - <br /> PC Conc. Sidewalk, 5 Inch 595.00 3.41 2028.97 <br /> Bit. Surf. Rem. 1 1/2 Inch 14185.70 1.60 22697.06 <br /> Blt. Surf. Rem.Vari. De th 4710.10 1.62 7630.31 <br /> Comb. Conc. Curb 8�Gutter Removal 13.50 6.83 92.15 <br /> Sidewalk Rem. 595.00 1.47 874.66 <br /> Valve Box Millin 13.00 38.50 500.53 <br /> Catch Basin/Manhole Millin 31.00 38.50 1193.45 <br /> Comb Conc. Curb &Gutter Rem. &Re I. 98.00 31.03 3040.95 <br /> Paved Shoulder Removal 5 Inch 1815.00 4.45 8076.80 <br /> Class B Patches, T e 2, 9 Inch 189.30 84.00 15901.25 <br /> Class D Patches, T e 1, 5 Inch 85.80 48.15 4131.30 <br /> Class D Patches, T e 2, 5 Inch 428.40 36.65 15700.90 <br /> Class D Patches, T e 3, 5 Inch 845.20 35.83 30283.55 <br /> Class D Patches, T e 4, 5 Inch 1476.10 39.38 58128.75 <br /> Class D Patches, T e 2, 7 Inch 235.10 37.73 8870.35 <br /> Class D Patches, T e 3, 7 Inch - 230.90 45.13 10420.54 <br /> Class D Patches, T e 4, 7 Inch 112.80 39.66 4473.68 <br /> Saw Cut 1152.50 4.20 4840.54 <br /> A re ate Shoulders T e A 10.00 28.70 287.00 <br /> Bit. Shoulders, 5 Inch 1815.00 11.45 20781.79 <br /> Inlet T e A S ecial w/T e III Frame&Grate 5.00 918.75 4593.70 <br /> Pi e Underdrain Fabric Lined Trenched 6 In. 24.00 10.50 252.00 <br /> Manhole Ad'ustment 12.00 131.21 1574.55 <br /> Manhole Ad'ust w/New T e 1 Frame 8�Lid 7.00 630.00 4410.00 <br /> Valve Box Ad'ustment 33.00 14.30 471.84 <br /> Valve Box Frame 8 Lid 10.00 262.50 2625.00 <br /> Comb. Conc. Curb 8�Gutter T e M2:18 17.50 23.10 404.21 <br /> Short Term Pavement Markin 900.00 0.48 432.05 <br /> Detector Loo T e 1 314.50 10.02 3151.32 <br /> Su er ave, Mix C N50 Bit. Conc. Surf. 1041.43 •46.00 47905.74 <br />
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