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<br /> Project............................ C. P. 9213-B �� � �
<br /> ML King, JR. DR. ��ENGiNEER'S ESTIMATE �DUNN COMPANY �
<br /> Extension - Camet�� �724 NORTH MERCER �
<br /> to Pershing �� �DECATUR, Il 62522 �
<br /> Bid Date........................... March 9, 1994 �� . � �
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<br /> Time............................... 10:00 a.m. �� � �
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<br /> PAY ITEM � UNIT � GTY �� UNIT ( TOTAL � UNIT � TOTAL �
<br /> � � �� PRICE � � PRICE � �
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<br /> I. BASE BID � � �� � � � �
<br /> TREE REMOVAL (6-15" DIAMETER) � INCH � 36 �� 25.00 � 900.00 � 105.00 � 3,780.00 �
<br /> TREE REMOVAL (OVER 15" DIAMETER) � INCH � 24 �� 22.00 � 528.00 � 262.00 � 6,288.00 �
<br /> TREE REMOVAL � ACRES � 1 �� 10500.00 � 13,125.00 � 13100.00 � 16,375.00 �
<br /> L1ME MODIFIED SUBGRADE � S.Y. �16,362 �� 2.50 .� 40,905.00 � 2.50 � 40,905.00 �
<br /> TRENCH BACKFILL � C.Y. ( 1,783 �� 14.00 � 24,962.00 � 14.50 � 25,853.50 �
<br /> SUB-BASE GRANULAR MAT. TY B, 4" � S.Y. � 668 �� 3.50 � 2,338.00 � 6.15 � 4,108.20 �
<br /> P.C.C. BASE COURSE WIDENING 8" � S.Y. � 194 �� 20.00 � 3,880.00 � 23.50 � 4,559.00 �
<br /> P.C.C. BASE COURSE 10" � S.Y. � 465 �� 22.00 � 10,230.00 � 29.50 � 13,71T.50 �
<br /> � ( �� � � � �
<br /> LEVELIN6 BINDER MACHINE METHOD TY 1 � TON � 45 �� 60.00 � 2,700.00 � 75.50 � 3,397.50 �
<br /> BIT. CONC. BIND CRSE M[X E CL I TY 1� TON � 100 �� 60.00 � 6,000.00 � 58.50 � 5,850.00 �
<br /> BIT CONC SURF CRSE MIX E, CL I TY 1 � TON � 210 �� 65.00 � 13,650.00 � 63.00 � 13,230.00 �
<br /> BIT. CONC. SURFACE COURSE, CLASS I � TON � 40 �� 55.00 � 2,200.00 � 75.50 � 3,020.00 �
<br /> DRIVEWAY PAVEMENT 6° � S.T. � 320 �� 22.00 � 7,040.00 � 31.00 � 9,920.00 �
<br /> CONCRETE CURB TYPE B (DOWELLED) � L.F. � 419 �� 15.00 � 6,285.00 � 17.00 � 7,123.00 �
<br /> CONCRETE CURB TTPE B � L.F. � 65 �� 10.00 � 650.00 � 17.50 � 1,137.50 �
<br /> CONCRETE MEDIAN SURFACE 4" � L.F. � 2,940 �� 3.00 � 8,820.00 � 3.35 � 9,849.00 �
<br /> B1T. SURFACE REMOVAL COLD MILLING � S.Y. � 1,936 �� 2.90 � 5,614.40 � 2.95 � 5,711.20 �
<br /> PAVEMENT REMOVAL � S.Y. � 707 �� 10.00 � 7,010.00 � 5.25 � 3,680.25 �
<br /> DRIVEWAT PAVEMENT REMOVAL � L.F. � 538 �� 8.00 � 4,304.00 � 5.00 � 2,690.00 �
<br /> CURB REMOVAL � L.F. ( 70 �� 2.00 � 140.00 � 9.00 � 630.00 �
<br /> COMBINATION CURB & GUTTER REMOVAL � L.F. � 668 �� 3.00 � 2,004.00 � 9.50 � 6,346.00 �
<br /> S1DEUALK REMOVAL � S.F. � 212 �� 0.70 � 148.40 � 1.20 � 254.40 �
<br /> CURB REMOVAL SPECIAL � L.F. � 350 �� 3.00 � 1,050.00 � 6.00 � 2,100.00 �
<br /> CONCRETE MEDIAN SURFACE REMOVAL � S.F. � 4,576 �� 0.70 � 3,203.20 � 0.95 � 4,347.20 �
<br /> FIRE HYDRANTS TO BE MOVED � EACH I � II 150.00 � 150.00 � 735.00 � 735.00 �
<br /> STRIP REFL. CRACK CONTROL TR. A I �•F• I � II 1•00 � 668.00 � 2.25 � 1,503.00 �
<br /> CONCRETE COLLAR � EACH I � II 100.00 � 100.00 � 630.00 � 630.00 �
<br /> STORM SEWER REMOVAL 12" � L.F. � 45 �� 6.00 � 270.00 � 15.40 � 693.00 �
<br /> STORM SEYER REMOVAL 18�� � L-F• � 28 �� 7•00 � 196.00 � 15.40 � 431.20 �
<br /> CATCN BASIN ADJST W/NEW TY7 fR&LID � EACH � 1 �� 400.00 � 400.00 � 320.00 � 320.00 �
<br /> CATCH BASIN ADJST W/NEW TY 3 FRM 8 G� EACH I � II 500.00 � 500.00 � 363.00 � 363.00 �
<br /> CATCII BASIN TO BE REMOVED � EACH � 2 �� 160•00 � 320.00 � 154.00 � 308.00 �
<br /> INLETS TO BE REMOVED � EACH � 2 �� 160•00 � 320.00 � 154.00 � 308.00 �
<br /> BOX CULVERT TO BE REMOVED � EACH � 1 �� 1200.00 � 1,200.00 � 6380.00 � 6,380.00 �
<br /> CLASS X CONCRETE (HEADWALL) � C.Y. � 11 �� 400.00 � 4,280.00 � 605.00 � 6,473.50 �
<br /> c�ass x coNCRETE (cuRe uALL) � C.lr. � 14 �� 300.00 � 4,080.00 � 473.00 � 6,432.80 �
<br /> REINFORCEMENT BARS � LBS � 1,394 �� 0.70 � 975.80 � 1.25 � 1,742.50 �
<br /> STONE DUMPED RIPRAP, CLASS A-4 � S.Y. � 109 �� 31.00 � 3,379.00 � 27.50 � 2,997.50 �
<br /> PIPE CULVERT TYPE 2 (RCCP) 48" � L.F. � 220 �� 90.00 � 19,800.00 � 61.00 � 13,420.00 �
<br /> PRECAST RENFRCD CONC FLAR/ENO SEC 18� EACH I � II 120.00 � 120.00 � 320.00 � 320.00 �
<br /> PRECAST RNFRCD CONC FLAR/END SEC 24"� EACH � 1 �� 140.00 � 140.00 � 425.00 � 425.00 �
<br /> REINFORCED CONCRETE PIPE ELBOY, 12" � EACH � 2 �� 80.00 ( 160.00 � 218.00 � 436.00 (
<br /> STORM SEYER, TYPE 1, 12" � L.F. � 1,286 (� 22.00 ( 28,292.00 � 19.70 � 25,334.20 �
<br /> STORM SEb1ER, T1rPE 1, 18" � L.F. � 822 �� 28.00 � 23,016.00 � 21.50 � 17,673.00 �
<br /> STORM SE41ER, T1fPE 1, 24" � L.F. � 533 �� 35.00 � 18,655.00 � 28.50 � 15,190.50 �
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