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Projed............................Conventional Resurtacing ENGINEER'S ESTIMATE DUNN COMPANY ILLINOIS VAL�EY PAVING <br /> City Project...................9507 724 N. Mercer St. P.O. Box 648 - <br /> Decatur, IL 62522-1699 Decatur, IL 62525 <br /> Bid Date........................July 10, 1995 ` <br /> Time...............................10:00 A.M. <br /> PAY ITEM UNIT QTY UNIT TOTAL UNIT TOTAL UNIT TOTAL <br /> PRICE PRICE PRICE <br /> A�ea Reflective Crack Control S.Y. 25,825.00 1.00 25,825.00 1.00 25,825.00 1.05 27,116.25 <br /> Bituminous Concrete Surtace Course, Class I Tons 6,185.00 $41.00 $253,585.00 41.50 256,677.50 41.65 257,605.25 <br /> Leveling Binder(Machine Method) Tons 1,310.00 $41.00 $53,710.00 41.50 54,365.00 41.65 54,561.50 <br /> Bituminous Materials RC 70/CSS-IH (Prime <br /> Coat) Gals 3,720.00 $0.95 $3,534.00 0.95 3,534.00 0.90 3,348.00 <br /> Bituminous Materials AC 85/100(Prime Coat) Gals 9,048.00 $1.25 $11,310.00 1.25 11,310.00 1.30 11,762.40 <br /> Prime Coat Aggregate Tons 130.00 $12.50 $1,625.00 12.75 1,657.50 13.00 1,690.00 <br /> Pavement Removal, Surtace Course S.Y. 1,350.00 $7.40 $9,990.00 7.50 10,125.00 8.00 10,800.00 <br /> Valve Box Each 3.00 $170.00 $510.00 160.00 480.00 140.00 420.00 <br /> Manhole Frame 8�Lid, Type I Each 3.00 $220.00 $660.00 225.00 675.00 215.00 645.00 <br /> Valve Box to be Adjusted (Asphalt) Each 60.00 $98.00 $5,880.00 98.00 5,880.00 105.00 6,300.00 <br /> Valve Box to be Adjusted (Concrete) Each 3.00 $195.00 $585.00 210.00 630.00 230.00 690.00 <br /> Manhole to be Adjusted (Asphaft) Each 3.00 $165.00 $495.00 160.00 480.00 155.00 465.00 <br /> Manhole to be Adjusted (Concrete) Each 3.00 $180.00 $540.00 190.00 570.00 250.00 750.00 <br /> Mixture for Cracks,Joints 8�Flangeways Tons 10.00 $150.00 $1,500.00 150.00 1,500.00 150.00 1,500.00 <br /> TOTAL BID AS CORRECTED $369 749.00 373 709.00 377 653.40 <br /> Percent Over or Under ENGINEER'S ESTIM E 1.07 2.14 <br />