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<br /> Contract Unit Curient Quantity Amount
<br />No. Item Unit Quantity Price Quantity to Date to Date
<br /> PART 5 - STORM SEWER:
<br />50 42" RCP STORM SEWER LF 445 107.00 440 $47,08000
<br />51 24" RCP STORM SEWER LF 230 3700 226 $8.362.00
<br />52 18" RCP STORM SEWER LF 520 31.00 2 496 $15,376.00
<br />53 15" RCP STORM SEWER LF 1125 2800 1097 $30,716.00
<br />54 15" HOPE STORM SEWER LF 335 21.00 335 $7,035.00
<br />55 42" FLARED END SECTION EA 2 320600 2 $6,412.00
<br />56 24" FLARED END SECTION EA 1 1614.00 1 $1,614.00
<br />57 18" FLARED END SECTION EA 6 94200 6 $5,652.00
<br />58 15" FLARED END SECTION EA 9 845.00 10 $8,450.00
<br />59 4' DIA MANHOLE EA 1 1800.00 1 $1,800.00
<br />60 4' DIAMETER STORM CBMH EA 12 1850.00 11 $20.35000
<br />61 5' DIAMETER STORM CBMH EA 1 250000 0.68 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 175000 5 $8,750.00
<br />64 CLASS III RANDOM RIPRAP CY 300 95.00 45.96 323.56 $30,73820
<br />65 6" PVCDRAIN TILE LF 600 12.00 600 $7 ,200.00
<br />66 I~STALt AND Iv1AINT AIN SEDIMENT A TION STRUCTURE EA 19 375.00 16.5 16.5 $6,187.50
<br />67 REMOVE MISCELLANEOUS ITEMS ALONG PROPERTY LINE LS 1 800.00 1 $800.00
<br /> TOTAL PART 5 - STuRM SEWER: $215,122.70
<br /> PART 6 - STREETS:
<br />68 SAW BITUMINOUS LF 135 3.25 32 $104.00
<br />69 REMOVE BITUMINOUS PAVEMENT SY 550 200 312 $624.00
<br />70 REMOVE CONCRETE CURB AND GUTTER LF 225 225 165 $37 US
<br />71 REM. & REPL. CHAIN LINK FENCE LF 50 2500 50 $1,250.00
<br />72 SUBGRADE PREPARATION - STREET SY 10730 0.75 10450 $7,837.50
<br />73 GEOTEXTILE FABRIC, TYPE V SY 10730 138 280 10730 $14,807.40
<br />74 AGGREGATE BASE, CLASS 5 TN 5275 11.40 155.84 5155.84 $58,776.58
<br />75 SELECT GRANULAR BORROW (CV) CY 5975 13.46 275 5975 $80,423. 50
<br />76 TYPE LV 3 NON WEARING COURSE MIXTURE (B) TN 1250 50.00 1156.95 $57,847.50
<br />77 TYPE LV 4 WEARING COURSE MIXTURE (B) TN 1250 57.75 130.45 1128.04 $65,144.31
<br />78 BITUMINOUS MATERIAL FOR TACK COAT GAL 575 2.60 145 645 $1,67700
<br />79 SURMOUNT ABLE CONCRETE CURB AND GUTTER LF 2900 8.90 126 2626 $23,371.40
<br />80 B618 CONCRETE CURB AND GUTTER LF 1600 9.35 1684 $15,745.40
<br />81 4" CONCRETE MEDIAN SY 30 38.00 22 $836.00
<br />82 4" PERFORATED POL YETHYLENE PIPE LF 4500 2.75 438 4638 $12,754.50
<br />83 BARRICADE EA 5 275.00 3 $825.00
<br />84 ADJUST VALVE BOX EA 2 250.00 2 $500.00
<br />85 STREET SWEEPER WITH OPERATOR HR 20 110.00 12 $1,320.00
<br />86 4 MIL POLY SY 450 300 $000
<br />87 EROSION CONTROL BLANKETS, CATEGORY 3 SY 500 1.60 450 950 $1,52000
<br />88 MNDOT SEED MIX 28B AC 5 775.00 2.75 6.75 $5,231.25
<br />89 BWSR SEED MIXTURE W2 AC 4.5 1400.00 0.75 5.05 $7,07000
<br />90 BWSR SEED MIXTURE U6 AC 2 1000.00 0.7 2.4 $2,40000
<br />91 SODDING, LAWN TYPE SY 1150 3.50 260 $910.00
<br />92 SIGN PANELS, TYPE C, HIGH INTENSITY SF 21 29.00 225 $652.50
<br />93 4" DOUBLE SOLID LINE, YELLOW EPOXY LF 900 0.95 413 $392.35
<br />94 4" SOLID LINE, YELLOW EPOXY LF 2000 0.50 2097 $1,048.50
<br />95 4" BROKEN LINE, YELLOW EPOXY LF 440 0.50 410 $205.00
<br />96 4" SOLID LINE, WHITE EPOXY LF 250 0.50 250 $125.00
<br />97 12" SOLID STOP LINE (BAR), WHITE EPOXY LF 35 8.50 26.5 $225.25
<br />98 PAVEMENT MESSAGE, LEFT TURN ARROW - EPOXY EA 5 125.00 5 $625.00
<br />99 TEMPORARY ROCK CONSTRUCTION ENTRANCE EA 2 1000.00 2 $2,000.00
<br /> TOTAL PART 6 - STREETS: $366,620.19
<br /> PART 7 . CSAH 54 RIGHT TURN LANE:
<br />100 TRAFFIC CONTROL LS 1 1000.00 1 $1,000.00
<br />101 COMMON EXCAVATION (P) CY 230 15.00 230 $3,450.00
<br />102 SAWING BITUMINOUS LF 500 2.75 $0.00
<br />103 SUBGRADE PREPARATION SY 750 0.75 750 $562.50
<br />61605143REQ6 xis /9
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