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. C � �d< � <br /> >r y� �j �j <br /> Project............................ FURNISHING �� � � I\ r �� � � / <br /> CLASS 1 AND COLD ��ENGINEER'S ESTIMATE �DUNN CO �1LLINOIS VALLEY � <br /> MIX ASPHALT, CP9017�� �724 N MERCER �P 0 80X 648 � <br /> �� �DECATUR IL 62522-1699�DECATUR, IL 62525 � I <br /> Bid Date........................... APRIL 3, 1990 �� � � � <br /> �� � � � <br /> Time............................... 10:OOAM �� � � � <br /> �� � � � <br /> �� � � � <br /> �� � � � <br /> ------------------------------------------------------------------------------------------------------------------------------ <br /> ------------------------------------------------------------------------------------------------------------------------------ <br /> PAY ITEM � UNIT � QTY �� UNIT � TOTAL � UNIT � TOTAL � UNIT � TOTAL � <br /> I I II PRICE � � PRICE � � PRICE I I <br /> ------------------------------------------------------------------------------------------------------------------------------ <br /> ------------------------------------------------------------------------------------------------------------------------------ <br /> CLASS I ASPHALT � TONS � 1,200 �� 33.25 � 39,900.00 � 33.75 � 40,500.00 � 34.00 ( 40,800.00 � <br /> Mt7-79 OR M48-79 � TONS � 200 �� 32.00 � 6,400.00 � 33.00 � 6,600.00 � 34.00 � 6,800.00 � <br /> M120-79 � TONS � 200 �� 65.00 � 13,000.00 � 65.00 � 13,000.00 � 68.00 � 13,600.00 � <br /> � ( (� � � � � � � <br /> � � �� � � � � � � <br /> � � �� � � � � � ( <br /> � � �� � � � � � � <br /> � � �� � � � � � � <br /> � � �� � � � � � � <br /> ** NOTE SPEC[AL PROVISION I I II I I I I I I <br />, CONCERNING PRICE ADJUSTMENT I I II I I I I I I <br /> AND BASIS OF ANARD � I II I I I I I I <br /> � � �� � � � ( � � <br /> � � �� � ( � � � � <br /> � � �� � � � � � � <br /> � � �� � � � � � � <br /> ___________________________________�_________�_________��______________________�______________________�______________________� <br /> TOTAL BID (AS CORRECTED) � � �� 59,300.00 � 60,100.00 � 61,200.00 � <br /> Percent Over or (Under) ENGiNEER'S ESTIMATE 1.35 3.20 <br />