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<br /> Contract Unit Current Quantity Amount
<br />No. Item Unit Quantity Price Quantity to Date to Date
<br />47 6" GATE VALVE AND BOX EA 4 750.00 4 $3,00000
<br />48 8" X 6" PVC WYE EA 4 10000 4 $400.00
<br />49 6" PlUG EA 4 80.00 8 $640.00
<br /> TOTAL PART 4 - SERVICES: \9,01600
<br /> PART 5 - STORM SEWER:
<br />50 42" RCP STORM SEWER If 445 107.00 440 $47,080.00
<br />51 24" RCP STORM SEWER Lf 230 37.00 226 $8,362.00
<br />52 18" RCP STORM SEWER Lf 520 31.00 496 $15,37600
<br />53 15" RCP STORM SEWER If 1125 28.00 1097 $30,716.00
<br />S4 15" HOPE STORM SEWER Lf 335 21.00 335 $7,035.00
<br />55 42" fLARED END SECTION EA 2 3206.00 2 $6,412 00
<br />56 24" fLARED ENO 5ECTION EA 1 1514.00 1 $1,61400
<br />57 18" fLARED END SECTION EA 6 942.00 6 $5,55200
<br />.58 IS" fLARED END SECTION EA 9 84500 10 $8,45000
<br />.59 4' DIA MANHOLE EA I 1800 00 1 $1,800.00
<br />60 4' DIAMETER STORM CBMH EA 12 1850.00 11 $20,3 SO. 00
<br />51 5' DIAMETER STORM CBMH EA 1 2500.00 1.68 $4,200.00
<br />62 2' X 3' CATCH BASIN EA 4 110000 4 $4,400.00
<br />63 OUTLET CONTROL STRUCTURE EA 4 1750.00 5 $8,750.00
<br />64 CLASS III RANDOM RIPRAP CY 300 9500 323.56 $30,73B.20
<br />65 6" PVC DRAIN TilE IF 600 1200 600 $7,20000
<br />66 INSTALL AND MAINTAIN SEDIMENTATION STRUCTURE EA 19 375.00 16.5 $6,187.50
<br />67 REMOVE MISCELLANEOUS ITEMS ALONG PROPERTY LINE LS I 800.00 1 $800.00
<br /> TOTAL PART 5 - STORM SEWER $215,122.70
<br /> PART 6 - STREETS:
<br />58 SAW BITUMINOUS LF 135 3.2S 32 $104.00
<br />69 REMOVE BITUMINOUS PAVfMENT SY 550 200 312 $624.00
<br />70 REMOVE CONCRETE CURS AND GUTTER Lf m 22S 165 $37125
<br />71 REM. & REPL CHAIN LINK fENCE Lf 50 2500 50 $1,250.00
<br />n SUBGRADE PREPARATION - STREET SY 10730 075 10450 $7,837.50
<br />73 GEOTEXTllE FABRIC, TYPE V SY 10730 138 10730 $14,807~0
<br />74 AGC;~EGATE BASE, CLASS 5 TN ms 11.40 515584 $58,77658
<br />75 SELECT GRANULAR BORROW (CV) CY 5975 13.45 5975 $80,423. SO
<br />75 TYPE LV 3 NON WEARING COURSE MIXTURE (B) TN 1250 50.00 17 17 1174.12 $ 5B,706 00
<br />77 TYPE LV 4 WEARING COURSE MIXTURE (B) TN 1250 57.75 112804 $65,14431
<br />78 BITUMINOUS MATERIAL FOR TACK COAT GAL 575 2.60 645 $1,67700
<br />79 SURMOUNTABLE CONCRETE CURB AND GUTTE,q Lf 2900 8.90 2626 $23,371.40
<br />80 B618 CONCRETE CUR8 AND GUTTER LF 1600 9.35 1684 $15,745.40
<br />BI 4" CONCRETE MEDIAN SY 30 38.00 n $83600
<br />82 4" PERFORATED POLYETHYLENE PIPE Lf 4500 275 4638 $12,75450
<br />83 BARRICADE EA 5 27500 3 $825.00
<br />84 ADJUST VALVE BOX EA 2 25000 2 $500.00
<br />85 STREET SWEEPER WITH OPERATOR HR 20 11000 12 $1,31000
<br />86 4 MIL POLY SY 450 3.00 $0.00
<br />87 EROSION CONTROL8LANKETS, CATEGORY 3 SY 500 160 950 $1,52000
<br />88 MNDOT SEED MIX 28B AC 5 77500 675 $5,231 25
<br />89 BWSR SEED MIXTURE W2 AC 45 140000 505 $7,07000
<br />90 BWSR SEED MIXTURE U5 AC 2 1000.00 2.4 $2,40000
<br />91 SODDING, LAWN TYPE SY 1150 3.50 250 $91000
<br />91 SIGN PANELS, TYPE C, HIGH INTENSITY Sf 21 29.00 125 $652.50
<br />93 4" DOUBLE SOLID LINE, YELLOW EPOXY Lf 900 0.95 413 $392.3S
<br />94 4" SOLID LINE, YELLOW EPOXY Lf 2000 0.50 1097 $1,04850
<br />95 4" BROKFN LINE, YELLOW EPOXY Lf 440 050 410 $205.00
<br />96 4" SOLID LINE, WHITE EPOXY Lf 250 050 250 $125.00
<br />97 12" SOLID STOP LINE (BAR), WHITE EPOXY Lf 35 850 265 $225.25
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<br />-1 2-616051<'l3REQ1xJ9
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