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. <br /> . . . <br /> Project............................ CITY PROJECT 9407 �� � � � <br /> CONVENTIONAL STREET��ENGINEER�S ESTIMATE �DUNN COMPANY �[LLINOIS VALLEY PAVING� <br /> RESURFACING �� �724 N MERCER (P.O. BOX 648 � <br /> �) �DECATUR, IL 62522 (DECATUR,IL 62525 � <br /> Bid Date........................... APRIL 27, 1994 �� � ( � <br /> �� � � � <br /> Time............................... 10:15 A•M• II ( � � <br /> �� ( � � <br /> ' �� ( � � <br /> �� � � � <br /> ____________________________________________________________________________________________________________________________ <br /> PA1' ITEM � UNIT � OTY �� UNIT � TOTAL � UNIT � TOTAL � UNIT � TOTAL � <br /> � � �� PRICE � � PRICE � ( PRICE � � <br /> __________________________________________________________________________________________________________________________ <br /> Area Reflective Crack Control � S.Y. � 40,740 �� 0.95 � 38,703.00 � 0.95 � 38,703.00 � 0.98 � 39,925.20 � <br /> Bituninous Concrete Surface � � (� � � � � � � <br /> Course, Class I � TONS � 12,400 �� 39.00 � 483,600.00 � 39.50 � 489,800.00 � 39.25 � 486,700.00 � <br /> Leveling Binder (Machine Method) � TONS � 800 �� 39.00 � 31,200.00 � 39.50 � 31,600.00 � 39.25 � 31,400.00 � <br /> Bituminous Materials RC70/CSS-IH � � �� � � � � � � <br /> (Prime Coat) � GALS � 8,000 �� 0.90 � 7,200.00 � 0.85 � 6,800.00 � 0.95 � 7,600.00 � <br /> Bituminous Materials AC85-100 � � �� � � � � � � <br /> (Prime Coat) � GALS � 12,220 �� 1.20 � 14,664.00 � 1.20 � 14,664.00 � 1.25 � 15,275.00 � <br /> Prime Coat Aggregate � TONS � 220 �) 12.40 � 2,728.00 � 12.50 � 2;750.00 � 13.00 � 2,860.00 � <br /> Pavement Removal, Surface Coat � S.Y. � 2,000 �) 7.20 � 14,400.00 � 7.25 � 14,500.00 � 8.00 � 16,000.00 � <br /> Valve Box ( EACH � 3 �� 160.00 � 480.00 � 150.00 � 450.00 � 125.00 � 375.00 ( <br /> Manhole Frame & Lid, Type 1 ( EACH � 3 �� 215.00 � 645.00 � 220.00 � 660.00 � 200.00 � 600.00 � <br /> Valve Box to be Adjusted (Asphalt) � EACH � 125 �� 93.00 � 11,625.00 � 95.00 � 11,875.00 � 105.00 � 13,125.00 � <br /> Valve Box to be Adjusted (Concrete)� EACH � 3 �� 190.00 � 570.00 � 200.00 � 600.00 � 230.00 � 690.00 � <br /> Manhole to be Adjusted (Asphalt) � EACN � 3 �� 760.00 ( 480.00 � 150.00 � 450.00 � 155.00 � 465.00 � <br /> Manhole to be Adjusted (Concrete) � EACH � 3 �� 175.00 � 525.00 � 180.00 � 540.00 � 250.00 � 750.00 � <br /> Mixture for Cracks, Joints, and � � �� � � � � � � <br /> Flangeuays � TONS � 10 �� 750.00 � 1,500.00 � 152.00 � 1,520.00 � 150.00 � 1,500.00 � <br /> � � �� � � � � � � <br /> � � �� � � � � � � <br /> � � �� � � � � � � <br /> ___________________________________�_________�_________��______________________�______________________�______________________� � <br /> TOTAL BID (AS CORRECTED) � � �� 608,320.00 � 614,912.00 � 617,265.20 � <br /> Percent Over or (Under) ENGINEER�S ESTIMATE 1.08 1.47 <br />