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Project............................ NWRAPS Neighborhood Traffic Control ENGINEER'S ESTA�fATE Sewer,Inc. Otto Baum 8c Sons,Inc. Christy-Foltz,Inc. Mid-States General and �
<br /> P.O.Box 4569 1788 Hubbard Avenue 740 South Main SUeet Mechanical Contracting
<br /> Decatur,Iliinois 62525 Decatur,lllinois 62526 Decatur,Illinois 62521 4170 North Bearsdale Road
<br /> Decatur,Dlinois 62526 , �
<br /> Bid Date........................... Feb.17,1998
<br /> Time............................... 10:00 a.m.
<br /> pAy ITEM Uti(T QT1 LJh1T TOTAI, [JNif TOTAL UIv7T 'C()TAL lJIv7T TOTr1L �"�1T TOTAL
<br /> YKICE YRIC E PRICE PKICE I'KICE
<br /> F[JR:v1SFIINGANDPLACINGTOPSOIL,12" SY I52 512.75 51,938.00 520.00 53,040.00 S14.OU 52,128.00 510.00 S1,520.00 59.00 51,368.00
<br /> TREES TO BE TRANSPLANTED 4-4 1/2" EA 5 SI50.00 5750.00 5210.00 51,050.00 5300.00 51,500.00 5200.00 51,000.00 5140.00 5700.00
<br /> EiI7'[JI�fINOUS CONCRETE PAVEMENT
<br /> (F[JLL-DEPTtI),TYYE 1 8" TON 25 5150.00 53,750.00 5110.00 52,750.00 5150.00 53,750.00 5185.00 54,625.00 5207.00 S5,175.00
<br /> PORTLAND CEMENf CONCRETE
<br /> PAVEI��NT 8" SY 24 532.20 5772.80 S38.00 5912.00 560.00 S1,4d0.00 552.00 51,248.00 547.00 51,128.00
<br /> PORTLAND CEAfIiNT CONCRETE
<br /> DRNEWAYPAVEMENT,6" SY 10 59.92 599.20 536.50 S365.00 550.00 S500.00 5105.00 51,050.00 547.00 5470.00
<br /> PORTLAND CEMENT CONCRE'CE
<br /> SIDEWALK,5" SF 330 56.58 52,171.40 53.10 51,023.00 53.90 51,287.00 56.00 51,980.00 58.00 52,640.00
<br /> PORTLAND CEMENf CONCRETE
<br /> SIDEWALK,6" SF 220 510.58 52,327.60 53.25 5715.00 54.00 5880.00 S6.50 51,430.00 S11.00 52,420.00
<br /> DRNEWAYPAVEMENTREMOVAL SY 10 54.30 543.00 514.50 5145.00 520.00 5200.00 514.00 5140.00 5164.00 51,640.00
<br /> PAVEMENT REMOVAL SY 216 59.92 52,142.72 57.75 51,674.00 518.00 53,888.00 542.00 59,072.00 521.00 54,536.00
<br /> SIDEWALK REMOVAL SF 550 53.21 51,765.50 52.50 51,375.00 52.00 51,100.00 52.00 51,100.00 S1.80 5990.00
<br /> COMBINATION CURB AND GUTI'ER
<br /> REMOVAL(SPECIAL) LF 253 55.89 51,490.17 57.00 S1,771.00 56.00 51,518.00 S3.00 5759.00 514.00 53,542.00
<br /> MANHOLES TO BE ADNSTED EA 1 5329.73 S329.73 5650.00 5650.00 5600.00 5600.00 SS00.00 5500.00 5180.00 5180.00
<br /> CONCRET'E CURB,TYPE B LF 90 517.53 51,577.70 S15.50 51,395.00 520.00 51,800.00 520.00 51,800.00 529.00 52,610.00
<br /> CONCREI'EGLTI'I'ER(SPECIAL) LF 130 515.37 51,998.10 519.50 52,535.00 518.00 52,340.00 517.00 52,210.00 529.00 53,770.00
<br /> COMBINAT'ION CONCRETE CURB AND
<br /> GiTfTER,TYPE B-6.18 LF 40 520.25 5810.00 513.50 5540.00 520.00 5800.00 525.00 51,000.00 S20.00 5800.00
<br /> COMBINATION CONCRETE CURB AND
<br /> G[Tf'I'ER,TYPE B-9.18 LF 170 522.07 53,751.90 518.50 53,145.00 522.00 53,740.00 525.00 54,250.00 S21.00 53,570.00
<br /> COMBINATION CONCRETE CURB AND
<br /> GUITER,TYPE B-6.12(VARIABLE WIDTH
<br /> GUTTER FLAG) LF 52 518.89 5982.28 521.25 51,105.00 519.00 5988.00 525.00 51,300.00 523.00 51,196.00
<br /> TOTAL B1U(AS CORRECTED) 526,700.10 24,190.00 28,459.00 34,984.00 36,735.00
<br /> Percent Cr��r or(i�nder)ENGINEER'S ESTA�fATE (9.40 6.59 31.03 37.58
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