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<br /> 027/015
<br /> Project............................ 9019 �� � �
<br /> PARKING LOT #1 ��ENGINEER�S ESTIMATE �OTTO BAUM & SONS �
<br /> RESURFACING II I1788 HUBBARD AVE �
<br /> �� �DECATUR, IL 62526 �
<br /> Bid Date........................... AUGUST 18, 7993 (� � �
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<br /> Time............................... 10:00 AM �� � �
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<br /> PAY ITEM � UNIT � aTY �� UNIT � TOTAL � UNIT � TOTAL �
<br /> � � �� PRICE � � PRICE � �
<br /> BITUMINOUS ASPHALT SURfACE COURSE, I I II I I I I
<br /> CLASS I, 2�� � TONS � 400 �� 78.00 � 31,200.00 � 86.00 � 34,400.00 �
<br /> PCC - SIDEWALK, 5" � Sf � 900 �� 3.50 � 3,150.00 � 3.40 � 3,060.00 �
<br /> PCC - DRIVEWAY PAVEMENT, 6" � SF � 160 �� 30.00 � 4,800.00 � 38.00 � 6,080.00 �
<br /> STREET LIGHT FOUNDATION REMOVAL � EACH � 10 �� 200.00 � 2,000.00 � 240.00 � 2,400.00 �
<br /> 1-1/2�� SCHEDULE 80 PVC � L.F. � 575 �� 5.00 � 2,875.00 � 1.88 � 1,081.00 �
<br /> #6 RHW (BLACK> � L.F. � 1,300 �� 0.80 � 1,040.00 � 1.02 � 1,326.00 �
<br /> I #6 BARE � L.F. � 650 �� 0.80 � 520.00 � 1.07 � 695.50 �
<br /> #6 RHW (WHITE) � L.F. � 650 (� 0.80 ( 520.00 � 1.07 � 695.50 �
<br /> GULF BOX JUNCTION � EACH � 4 �� 300.00 � 1,200.00 � 300.00 � 1,200.00 �
<br /> i LIGHT POLE REMOVAI � EACH � 10 �� 100.00 � 1,000.00 � 228.00 � 2,280.00 �
<br /> LIGHT POLE INSTALLATION � EACH � 7 �� 200.00 � 1,400.00 � 251.00 � 1,757.00 �
<br /> PARKING LOT LIGHT FOUNDATION � EACH � 7 (� 1300.00 � 9,100.00 � 543.00 � 3,801.00 �
<br /> 12" PCC CURB- FENCE FOUNDATION, I I II I I I I
<br /> 4' uIDE � S.F. � 1,200 �� 7.00 � 8,400.00 � 5.35 ( 6,420.00 �
<br /> 4" PCC CURB MEDIAN, 7� WIDE � S.F. � 2,160 �� 7.00 � 15,120.00 � 3.20 � 6,912.00 �
<br /> 12" PCC CURB, 3' WIDE � S.F. � 800 �� 7.00 � 5,600.00 � 5.05 � 4,040.00 �
<br /> 12" PCC CURB, 6" WIDE � L.f. � 175 �� 3.50 � 612.50 � 20.00 � 3,500.00 �
<br /> PARKING METER POST � EACH � 79 �� 31.00 � 2,449.00 � 20.00 � 1,580.00 �
<br /> AREA REfLECTIVE CRACK CONTROL � S.Y. � 3,610 �� 7.00 � 3,610.00 � 1.15 � 4,151.50 �
<br /> BITUMINOUS MATERIAL PRIME COAT � GAL � 1,100 �� 2.20 � 2,420.00 � 2.50 � 2,750.00 �
<br /> CURB AND GUTTER, B 6.12 � L.F. � 10 �� 20.00 � 200.00 � 35.00 � 350.00 �
<br /> CURB AND GUT7ER, B 6.18 � L.F. � 10 �� 25.00 � 250.00 � 35.00 � 350.00 �
<br /> CA-6 � TONS � 65 �� 18.00 � 1,170.00 � 22.00 � 1,430.00 �
<br /> MIXTURE FOR CRACKS, JOINTS, AND I I II I I I I
<br /> FLANGEUAYs � L.F. � 1,650 �� 0.75 � 1,237.50 � 0.87 � 1,435.50 �
<br /> EXCAVATION - PLANTER AREA � S.Y. � 250 �� 2.50 � 625.00 � 16.50 � 4,125.00 �
<br /> EXCAVATION - PARKING AREA � S.Y. � 70 �� 3.00 � 210.00 � 39.00 � 2,730.00 �
<br /> TRENCH AND BACKFILL � L.F. � 600 �� 3.50 � 2,100.00 � 5.78 � 3,468.00 �
<br /> SIDEWALK DRAINS � EACH � 2 �� 150.00 � 300.00 � 600.00 � 1,200.00 �
<br /> � � �� � � � �
<br /> ****SUPPLEMENTAL BID ITEM****** I I II I I I I
<br /> ORNAMENTAL ALUMINUM FENCE � L.F. � 260 �� 40.00 � 10,400.00 � 39.00 � 10,140.00 �
<br /> TOTAL BID (AS CORRECTED) � � �� 103,109.00 � 103,218.00 �
<br /> ___________________________________�_________�_________��_______=_________=____�______=_______________�
<br /> TOTAL BID (INCLUDING FENCE) � � �� 113,509.00 � 113,358.00 �
<br /> Percent Over or (Under) ENGINEER�S ESTIMATE (0.13)
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