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2015-035 Council Resolution
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2015-035 Council Resolution
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7/27/2015 1:57:44 PM
Creation date
7/27/2015 1:39:42 PM
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City Council
Council Document Type
Resolutions
Meeting Date
04/13/2015
Council Meeting Type
Regular
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A-1 Excavating, Inc. <br />Total Price 1 <br />0 <br />0 <br />6 <br />o <br /><t- <br />*0 <br />6 <br />C' <br />000000000000 <br />0 <br />00000000000 <br />a <br />co <br />6 <br />0 <br />CO <br />CV <br />(0 <br />6 <br />0 <br />0 <br />*0(0 <br />a) <br />0 <br />E- <br /><3 <br />co <br />1.0 <br />EA <br />6 <br />0 <br />10 <br />CEI <br />60 <br />6 <br />a <br />c0 <br />*0(34 <br />6 <br />4- <br />0 <br />69. <br />6 <br />0 <br />0 <br />69 <br />6 <br />4 <br />E- <br />EFT <br />6 <br />0 <br />EA <br />EA <br />0 <br />0 <br />6 <br />0 <br />0 <br />EA <br />$1,500,001 <br />000000000 <br />000000000 <br />6 <br />0 <br />0 <br />(0- <br />6 <br />0 <br />0 <br />EFT <br />6 <br />0 <br />0 <br />6/9 <br />0 <br />0 <br />(C) <br />0 <br />CO <br />CO <br />0 <br />co <br />EA <br />0 <br />0 <br />GO <br />EA <br />0 <br />0 <br />0) <br />CA <br />6 <br />0 <br />1- <br />69 <br />0 <br />0 <br />$9,600.00 <br />$140.00 <br />0 <br />0 <br />0 <br />6 <br />GO <br />69 <br />$145.001 <br />$1,305.001 <br />$301,720.001 <br />1 'Total Schedule A - Sanitary Sewer Improvements: $214,865.00 $214,846.95 $321,475.00 <br />Unit Price <br />00000000000CDO0 <br />0 <br />c.i <br />*0 <br />0 <br />CO <br />(34 <br />EA <br />0 <br />6 <br />C9 <br />E.- <br />09 <br />0 <br />6 <br />C9 <br />*0 <br />C3 <br />0) <br />E-. <br />(0 <br />0 <br />si <br />CV <br />EA <br />LO <br />0 <br />*0 <br />CD <br />0 <br />0) <br />*0 <br />0 <br />6 <br />h. <br />(0 <br />0 <br />6 <br />CO <br />EA <br />0 <br />4 <br />OD <br />EA <br />0 <br />6 <br />CD <br />0 <br />E- <br />.4-) <br />6 <br />E- <br />EA <br />$28.00 <br />$28.00 <br />0 <br />o <br />6 <br />0 <br />0 <br />CO <br /><A <br />0 <br />o <br />6 <br />1.0 <br />69 <br />0 <br />co <br />6 <br />E- <br />EA <br />$2.00 <br />$7.00 <br />000 <br />Qqq <br />0 <br />«3 <br />$8,00 <br />$35.00 <br />00000 <br />qqqq <br />6 <br />LO <br />'Et <br />EA <br />6 <br />0 <br />E.- <br />EA <br />$2.00 <br />$9,600.00 <br />$140.00 <br />co <br />6 <br />CD <br />EA <br />$145.00 <br />0 <br />o <br />1Dresel Contracting, Inc. <br />'Total Price <br />$3,872.00 <br />0 <br />OD <br />CO <br />Et <br />EA <br />0 <br />0 <br />- <br />*0E-. <br />0 <br />CO <br />. <br />N <br />0 <br />CD <br />. <br />0 <br />0 <br />03 <br />- <br />0 <br />CD <br />. <br />0 <br />CO <br />CLI <br />- <br />EA <br />0 <br />0 <br />. <br />CD <br />34) <br />CD <br />- <br />1- <br />69 <br />0 <br />Et <br />. <br />1-- <br />LO <br />0 <br />$6,335.20 <br />$24,359.80 <br />0 <br />0(0 <br />. <br />o <br />CSI <br />CD <br />*0(0 <br />$3,841.60 <br />$4,368.00 <br />$2,464.00 <br />$4,424.00 <br />0 <br />0 <br />0 <br />0 <br />69 <br />0 <br />0 <br />0 <br />CO <br />0 0 <br />0 0 <br />0 0 <br />0 0 <br />1- <br />E- <br />0 <br />$432.00 <br />0 0 <br />00000 <br />0) 0 <br />Nr (0 <br />EA 0) <br />0 <br />4 <br />0 <br />CV <br />0 <br />(0 <br />OD <br />E- <br />0 0 <br />0 CV <br />C9 r- <br />tO <br />0 <br />C3 <br />0 <br />'0 <br />0 <br />0 <br />0 <br />o <br />CD <br />CD <br />6 <br />co <br />E-- <br />0 <br />t-- <br />03 <br />o <br />0 <br />EA <br />CE1 <br />'Unit Price <br />CV <br />E-- <br />Ea <br />$140.00 <br />$28.84 <br />$10.75 <br />$18.201 <br />0 <br />CV <br />. <br />C9 <br />$93.79 <br />$80.84, <br />LO <br />rN <br />499 69 <br />0 <br />0 <br />6 <br />c.4 <br />CD <br />6 <br />69 <br />0 0 <br />CO (4)' 0) <br />. . . . <br />N E-- CV <br />Ea CV <br />te <br />0 <br />CD <br />. <br />0 <br />fi9 <br />0 <br />CO <br />. <br />Cr) <br />0 <br />CV 0 <br />. . <br />CV CO <br />EFT 619 <br />0 <br />0 <br />0 <br />0 0 <br />CO CO <br />Ct d <br />0 <br />0 <br />csi <br />d <br />(0(0 <br />0 <br />0 <br />(45 <br />CO <br />$1.39 <br />$372.00 <br />$180.00 <br />$180.00 <br />$180.00 <br />t - <br />1`..- <br />o <br />1Engineers Estimate <br />1Total Price <br />0 <br />0 <br />6 <br />0 <br />- <br />CO <br />1-- <br />EA <br />0 <br />0 <br />CA <br />.99 <br />0 0 <br />0 0 <br />a o <br />0 <br />CD 0 <br />000000CD <br />6 6 <br />0 0 <br />0 CO <br />E-• EA <br />69 <br />0 <br />0 <br />0 <br />CO <br />0 0 <br />e3 0 <br />0 0 <br />0) CD _ <br />EA <br />CD <br />0 0) <br />0 0 <br />CV 0) <br />- 1"- - <br />LC) - <br />69 <br />0 <br />0 <br />0 <br />0 <br />_ <br />0 <br />CA <br />0 0 0 <br />000CD0000000000000 <br />0 0 0 0 <br />Et 0 0 <br />CD <br />C \1 <9 1.0 <br />0 <br />0 <br />0 <br />CO <br />E- <br />0 <br />0 <br />0 <br />CD <br />- <br />E- <br />0 0 <br />0 6 <br />0 0 <br />0 0 <br />- - <br />0 10 <br />E- <br />EA <br />0 <br />6 <br />0 <br />0 <br />- <br />$1,200.001 <br />$100.00 <br />$500.00 <br />CD <br />0 <br />0 <br />LCD <br />EA <br />0 <br />o <br />0 <br /><A <br />0 0 <br />. <br />0 0 03 <br />0 6 0 <br />1.13 LO LO <br />CV CV CV <br />2 C'9- <br />C) <br />0 <br />- <br />E-'0 <br />0 <br />CV- <br />3'9 <br />1Unit Price <br />CD <br />00 <br />,.ei <br />EA <br />0 <br />t..c <br />E.- <br />$150.00 <br />$50.00 <br />$15.00 <br />$12.00 <br />0 <br />0 <br />*0(0 <br />0 0 <br />0 0 <br />0 0 <br />0 0 <br />0 0) <br />(00 <br />0 <br />0 <br />CD <br />d <br />69 <br />0 0 0 0 <br />0 0 0 0 <br />69 <br />69 CA <br />6EA <br />(93 <br />0 <br />0 <br />0 <br />0 <br />40(0 <br />CD <br />0 <br />s- <br />0 0 <br />0 0 <br />('4 6 <br />EA (A <br />CD <br />CD <br />ci <br />0 <br />0 <br />EA <br />0 <br />0 <br />0 <br />E- <br />0 <br />$10.001 <br />$5.00 <br />0 <br />0 <br />6 <br />LO <br />CV <br />0 <br />0 <br />6 <br />0/ <br /><V <br />EA <br />0 <br />LO <br />4990 <br />- <br />0 <br />0 0 0 <br />0 0 c) <br />0 LO LO <br /><V CV CV <br />EA EFT EA <br />0 <br />o <br /><- <br />69 <br />c <br />co <br />D <br />0 <br />00000000000 <br />CD <br />CV <br />C9 <br />(V <br />1.- CV 0 0 <br />CV El' <br />E-• <br />CD <br />CD <br />CO 0 <br />0 <br />a) E- <br />CD <br />E-000E-0000E-00CDCV <br />co o ...- <br />V" CV E.- <br />co <br />c) <br />.,-. <br />c) o <br />0 0 <br />GO E-- <br />cs.1 <br />E.- <br />E-.. 0 <br />E- <br />E-- <br />0 <br />0 <br />h... <br />4 <br />E- <br />0 <br />,- <br />CO <br />Total Schedule D - Surface Improvements:1 <br />1Units <br />As1 <br />Z <br />0 <br />1- <br />HOUR <br />MGAL <br />TON <br />TON <br />-..1 <br />TON <br />TON <br />Z <br />0 0 <br />LUMP SUM <br />SF <br />LF <br />LF <br />LS <br />LF <br />LF <br />LF <br />EACH <br />LB <br />SY <br />TON <br />Cfo <br />0 <br />< <br />SY <br />ACRE <br />EACH <br />EACH <br />EACH <br />IL <br />Project: 02029-86 - LINO - Birch Street Sanitary Sewer Extension and Turn Lane Construction <br />E <br />a) <br />1GEOTEXTILE FABRIC TYPE V <br />AGGREGATE SURFACING CLASS 2 <br />STREET SWEEPER (WITH PICKUP BROOM) <br />WATER <br />AGGREGATE BASE CLASS 5 <br />SHOULDER BASE AGGREGATE CLASS 2 <br />BITUMINOUS MATERIAL FOR TACK COAT <br />TYPE SP 9.5 WEARING COURSE MIX (2,B) <br />TYPE SP 12.5 WEARING COURSE MIX (3,C) <br />TYPE SP 12.5 NON WEAR COURSE MIX (2,B) <br />TYPE SP 12.5 NON WEAR COURSE MIX (3,C) <br />IUTILITY COORDINATION <br />I6" CONCRETE WALK <br />CONCRETE CURB & GUTTER DESIGN 8618 <br />CONCRETE CURB & GUTTER DESIGN SURMOUNTABLE <br />TRAFFIC CONTROL <br />SIGN PANELS TYPE C <br />CLEAN ROOT CUTTING <br />SILT FENCE, TYPE MS <br />FILTER LOG TYPE WOOD FIBER BIOROLL <br />TEMPORARY ROCK CONSTRUCTION ENTRANCE <br />SEED MIXTURE 25-131 <br />SEED MIXTURE 33-261 <br />SODDING, TYPE LAWN (INCL TOPSOIL & FERT) <br />MULCH MATERIAL TYPE 1 <br />DISK ANCHORING <br />EROSION CONTROL BLANKETS CATEGORY 1 <br />SEEDING (INCL TOPSOIL & FERT) <br />PAVT MSSG (LT ARROVV) EPDXY <br />PAVT MSSG (RT ARROVV) EPDXY <br />PAVT MSSG (THRU ARROW) EPDXY <br />4" SOLID LINE WHITE-EPDXY <br />12105.604 <br />0 <br />LO <br />6 <br />.,-- <br />,- <br />CV <br />2123.610 <br />2130.501 <br />2211.501 <br />2221.501 <br />0 <br />1.0 <br />LO <br />CD <br />CSI <br />2360.501 <br />2360.501 <br />2360.502 <br />2360.502 <br />12505.601 <br />,2521.501 <br />2531.501 <br />2531.501 <br />2563.601 <br />2564.531 <br />2572.502 <br />2573.502 <br />2573.540 <br />2573.602 <br />2575.502 <br />2575.502 <br />2575.505 <br />LO <br />6 <br />t•-• <br />LO <br />CV <br />2575.519 <br />2575.523 <br />2575.604 <br />10 LO <br />c‘i csi <br />LC) LO <br />CV CV <br />0 <br />LID <br />c\i <br />0) <br />1.0 <br />CV <br />0 <br />z <br />E <br />a) <br />_ <br />-a- <br />0 <br />,r) <br />'.0 <br />0 0 <br />10 LO <br />0 <br />.--- <br />CO GO <br />CO <br />1.0 <br />CO <br />CO t...- <br />CO CD <br />E-.. < \ 1 49 <br />CO <br />V- <br />0) <br />0 <br />CV CD V- <br />CO CO <br />0 <br />0) <br />
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