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t <br /> Project Name: STORM DRAINAGE IMPROVEMENTS <br /> Engineer5 EStimate Hutchens Bulldozing,Inc. Siciliano,Inc. Entler Excavating Co.,Inc. <br /> Project Number: CP2002�1 2049 E.1350 North Road 3650 Winchester Road 819 N.Sunnyside Road � <br /> Assumption,IL 62510-8530 Springfield,IL 62707 Decatur,IL 62522 <br /> City Engineering Divisio <br /> Bid Date: January 13,2004 <br /> Time: 70:00 AM. <br /> Fund: GENERAL CAPITAL <br /> Organization Code: 45484526 <br /> Ob'ect Code: 463600 <br /> . . <-, kr,�'.. ,..re , .. . . . �., ."„ . /: <br /> :C'��":i:... �n . . " . %i5,. ^'(;F� , _�,,,+ 3; t <br /> i,>�Mim I+�urt►beir;�:=�:� . °�.�°��:�"�" i�y k��':`.m-i;., .,.� ' ... ,s `Qitautity ilnit� �itniE Prlcei; ���,bT+t�tal.x`::;� r��Uttit Pr�a 'T`+pt�it Un P ,-� : T : ..i,. <br /> ! „,�:.y�<.�.--......;�_a ..s r,;�..,3 s- �„J ;d,, _ �, �� �XW. . �''�11ik�t#Ci6r. Ort8 '-i <br /> 20100110 TREE REMOVAL(6 TO 15 UNITS DUIMETER) 64 �N�T j30.00 s1,920.00 s20.00 ;1,280.00 j22.73 51,454.72 l 535.00 ' S2,z4U•00 <br /> 20100270 TREE REMOVAL(OVER 15 UNITS DIAMETER) 54 UNIT 530.00 j1,620.00 530.00 51,620.00 ;26.94 j1,454.76 S50.00 52,700.00 <br /> 20800150 TRENCH BACKFIIL 674 CU YD j25.00 576,850.00 524.00 516,176.00 $10.13 s6,827.62 524.00 j16,776.00 <br /> 21400100 GRADING AND SHAPING DfTCHES 539 FEET 535.00 t78,865.00 525.00 513,475.00 ;6.76 s3,643. 515.00 ;8,085.00 <br /> 25000100 SEEDING,CLASS 1 0.4 ACRE 55,000.00 52,000.00 j5,000.00 E2,000.00 54,018.03 51,60721 S5,000.00 SZ,000.00 <br /> 25200100 SODDING 696 SQ YD 55.00 53,480.00 s4.75 j3,306.00 56.44 54,482.24 56.00 S4,176.00 <br /> 26100111 STONE RIPRAP,CLASS A6 139 SQ YD =75.00 510,425.00 ;55.00 s7,645.00 j43.31 56,020.09 560.00 S8,340.00 <br /> 28200100 FILTER FABRIC FOR USE WITH RIP RAP 184 SQ YD 52.75 s506.00 s4.00 ;736.00 s4.52 =831.68 52.00 5368.00 <br /> 35107400 AGGREGATE BASE COURSE,TYPE B 15 TON s25.00 s375.00 j30.00 5450.00 E34.59 j518.85 535.00 5525.00 <br /> 42300200 PORTLAND CEMENT CONCRETE DRNEWAY PAVEMENT,6 INCH ��� SY YD j35.00 s6,195.00 ;41.00 57,257.00 E46.22 58,180.94 s40.00 57,080.00 <br /> 42400200 PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH 654 SQ FT t4.50 =2,943.00 j4.60 s3,008.40 56.39 =4,779.06 54.50 52,943.00 <br /> 44000200 DRIVEWAY PAVEMENT REMOVAL ��� SQ YD s�5.00 52,655.00 s16.00 52,832.00 E19.41 53,435.57 510.00 51,770.00 <br /> 44000500 COMBINATION CURB AND GUTTER REMOVAL 18 FOOT 59.00 j162.00 s10.00 $180.00 59.33 5767.84 510.00 5180.00 <br /> 44000600 SIDEWALK REMOVAL 654 SQ FT s1.25 5817.50 s1.70 E1,111.80 51.92 s1,255.68 52.50 57,635.00 <br /> 44201311 CLASS C PATCHES,TYPE N,6 INCH 440 SQ YD =75.00 s33,000.00 j47.00 s18,040.00 553.36 j23,478.40 540.00 577,600.00 <br /> 44201333 CLASS B PATCHES,TYPE III,8 INCH 60 SQ YD :100.00 56,000.00 550.00 ;3,000.00 s108.81 s6,528.60 568.00 s4,080.00 <br /> 48100500 AGGREGATE SHOULDERS,TYPE A 6" 11 SQ YD j22.00 s242.00 s27.00 E297.00 548.11 5529.21 560.00 S660.00 <br /> 54200637 P�P ' ' 70 FOOT 523.00 j1,610.00 521.00 s7,470.00 t19.60 51,372.00 SZ5.00 51,750.00 <br /> 54273447 END SECTIONS 12" 2 EACH s110.00 S2z0.00 s150.00 y300.00 5596.47 s1,192.94 5200.00 5400.00 <br /> 54213465 END SECTIONS 30" 2 EACH 5175.00 5350.00 E200.00 E400.00 5642.53 51,285.06 t400.00 ;800.00 <br /> 54213681 PRECAST REINFORCED CONCRETE FLARED END SECTIONS 36" 4 EACH 5900.00 53,600.00 s7,050.00 54,200.00 ;1,013.86 ;4,055.44 5800.00 53,200.00 <br /> 54274725 PRCF END S EL EQRS 30 4 EACH S7>000.00 54,000.00 5900.00 j3,600.00 5915.59 53,662.36 5900.00 53,600.00 <br /> 54214737 PRCF END S EL EQRS 42 2 EACH 57,350.00 52,700.00 51,400.00 E2,800.00 51.782.05 j3,564.10 51,500.00 53,000.00 <br /> 54215991 REINFORCED CONCRETE PIPE ELBOW 36" 7 EACH 51,500.00 51,500.00 s800.00 j800.00 j891.04 j891.04 52,500.00 ;2,500.00 <br /> 54217700 REINFORCED CONCRETE PIPE TEE,36"PIPE WITH 24"RISER 1 EACH 51.100.00 57,700.00 5900.00 E900.00 E1,118.74 57,118.74 j1,800.00 E1,800.00 <br /> 54247170 GRATING FOR CONCRETE FLARED END SECTION 36" 4 EACH 5475.00 s1,900.00 5600.00 S2,400.00 §520.87 j2,083.48 52,000.00 58,000.00 <br /> 542A5485 P CUL CL A 1 EQRS 30 128 FOOT 575.00 59,600.00 E75.00 E9,600.00 ;81.91 510,484.48 580.00 570,240.00 <br /> 542A5497 P CUL CL A 7 EQRS 42 25 FOOT 5110.00 SZ.750.00 j100.00 t2,500.00 j126.74 s3,168.50 595.00 EZ,375.00 <br />