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ENGINEER'S
<br /> e�
<br /> ject............................Brown Avenue Stonn Sewa ESTIMATE S�ringfcid Mechanical clntire and Company Mdcraon Backhoe Bodina Servicca Ine. Bur dc Robison Excavating
<br /> orp. Id Rt 36 N. P.O.Box 753 RR#2,Box 35 4545 S.Taylor Rd.
<br /> ity Project....................9526 ity of Decatur WiR .O.IIox 45 Decatur,li.62521 Dccatur,II.62521 ox 75 '�
<br /> ngineering Division .O.Box 3244 Winchester,II,62694 Elwin,II.62532
<br /> id Date.........................Febnwy 15,1996 Sp�ingfic►d,II.62708
<br /> Ph: 865-3219
<br /> ime...............................2:00 p.m.
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<br /> 1'AY 1'1'LM UNI'f_-- (�UAN'1_'1_'1'_Y_ _Pl lr(ti-___1't)'fAL---�._I_'kr 1(1?--- -1'c)7'AI_--� -1 N_Ic_�t_-- --I'U'1_AI_ 1 R�'1- __-7'c)'1'At._ PRIn'li_ _ '1'c>'1'Al,_ 11N1'1'!'RIt'lt YIYCAI,
<br /> LEARMG LS 1.00 2000.00 2,000.00 1000.00 1.000 00 250 00 250.00 880.00 880.00 S00 00 S00 00 1600.00 1600 00
<br /> 20.00
<br /> RADING AND SHAPMG DITCHES LF 1 Z0.00 1,400.00 10.00 1,20D 00 5.00 600.00 4 00 A80 00 8.00 960.00 8.00 960.00
<br /> ENCH BACKFILL A-02 CY 646.00 IB.00 15,228.00 13 50 11,42I.00 I8 50 15,651.00 17.00 14,382.00 I8 00 15228.00 20.00 16920.00
<br /> FIJRNISHMO AND PLACMG TOPSOIL 6 inch to 8 inch SY 385.00 12.00 4,620 00 2.00 770 00 5.00 1,9I5.00 4.13 1,397.73 1.60 616.00 I.80 693.00
<br /> EXPLORATIONEXCAVATION CY 10.00 25.00 250.00 30.00 50000 2000 200.00 4000 400.00 25.00 250.00 23.00 230.00
<br /> EEDMG CLASS l LS I.00 2000.00 2.00000 320000 3.200.00 2000.00 2,000.00 2100.00 2,100.00 3300.00 3300.00 4000.00 dOW.00
<br /> RIPRAP SY 30.00 35.00 1.050.00 T500 730.00 25.00 750.00 57.00 1,710.OD 40.OD II00.00 35.00 1050.00
<br /> GGREGATEBASECOURSE TYPEA TON 20000 3000 6,000.00 22.00 4,400.00 17.50 3.500.00 22.61 4,522.00 IY.00 I400.00 10.00 2000.00
<br /> PORILANDCEMENTCONCREIE DRIVEWAYPAVEMEM
<br /> Sinch SY 204.00 7.00 1.418.00 45.00 9,180.00 4000 8,160.00 <3.50 8,67A.00 32.00 65I6.00 32.00 6528.00
<br /> DRIVEWAYPAVEMENfREMOVAL SY 204.00 �� 6,1�0.00 I.00 204.00 5.00 1,020.00 14.85 3,029.A0 6.00 1224.00 7.00 1476.00
<br /> PAVEMENf REPLACEMENT-BI'IUMINOUS SURFACE COURSE
<br /> 2 inch . SY 583.00 20.00 11,660.00 13.50 7,870.50 20.00 11.660.00 14.84 8,651.72 2I.00 13992.00 �5.00 14575.00
<br /> PAVEMENfREPLACEMEN7'•B17UMINOUSDRIVEWAY 7inch SY J79.00 35.00 II,SIS.00 2850 9,37650 SS.00 18,09500 51.7I 17,01�.19 40.00 13160.00 40.00 13160.00
<br /> PIPECULVERTREMOVAL LF 74000 JW 2,770W 3.00 ),70000 700 2,21000 A.00 �,4J000 1000 I�1N0000 2000 I�I0000
<br /> PIPECIJLVERTTYPEI 12inch LF 154.00 ]5.00 3.850.00 14.00 2,156.00 I8.00 �.T72.00 18.00 2,TT2.00 16.00 246400 20.00 3080.00
<br /> FLARED END SECf10N 12 inch EA 9.00 I50 00 I,350.00 200 00 1,800.00 240.00 2,160.00 112.00 1008.00 80.00 T20.00 80.00 720.00
<br /> FLAREDENDSEC170N ISinch EA 1.00 160.00 160.00 �20.00 220.00 280.00 280.00 120.OD 120.00 SB(1.00 SB000 60000 600.00
<br /> PRECASf REMFORCED CONCREfE FLARED END SECfION
<br /> 42inch EA 1.00 120000 I200.00 590.00 590.00 1000.00 I,000.00 lOS0.00 1030.00 107500 1075.00 1100.00 1100.00
<br /> REMFORCEDCONCREIEINLEfHEADWALLSIRUCIURE EA 1.00 810.00 BI0.00 3500.00 3,500.00 t500.00 1,500.00 98000 980.00 250000 23Q0.00 2500.00 ZS00.00
<br /> SI'ORMSEWER7'YPEI 4inc SCHEDULE40 LF 30.00 10.00 30000 10.00 300.00 10.00 300.00 10.00 300.00 20.00 600.00 20.00 600.00
<br /> STDRMSEWER7'YPE1 6inc SCHEDl1l.E40 Lf 200.00 IS.00 3000.00 11.00 2.200.00 12.00 2.400.00 I1.00 200.00 4600 3200.00 25.00 5000.00
<br /> SIORMSEWERT'YPEI ISinch LF 249.00 28.00 6,9')4.00 29.00 7,771.00 20.00 <,980.00 25.00 6,T25.00 2630 6598.30 28.00 6972.00
<br /> SI'ORM SE WER 7'YPE I 18 inch LF 263.00 35.00 9 205.00 31.00 8 153 00 25 00 6,575.00 26.85 7 06I.53 27.30 7232.50 30.00 7890.00
<br /> SI'ORMSEWERT'YPEI 24inch LF 6I.00 43.00 2,745.00 37.00 2,01300 30.00 1,630.00 39.�5 2,40035 33.00 2135.00 40.00 2440.00
<br /> RM SEWER TYPE 2 inch LF I OB6.00 54.00 58,644.00 40.00 43.440 00 44.00 47,784.0p 45.57 49,489.02 47.00 51042 00 30.00 34300.00
<br /> SfORM SEWER 7'YPE 2 42 inch LF 97.00 60.00 5,820.00 SS.00 S 335.00 60.00 S 820.00 73.00 7 73.00 3350 3169.50 50.00 IB30.00
<br /> D1US1'WA7ERMAIN 6 inch LF 10.00 65.00 650.00 300.00 3,000.00 230.00 2.300.00 I30.00 1,500.00 300.00 3000.00 300.00 3000.00
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