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2006-11-29 CC
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2006-11-29 CC
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12/20/2006 2:07:55 PM
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11/22/2006 3:31:23 PM
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<br /> Contract Unit Current Quantity Amount <br />No. Item Unit Quantity Price Quantity to Date to Date <br />54 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 END SECTION EA 1 1614.00 1 $1,614.00 <br />57 18" FLARED END SECTION EA 6 942.00 6 $5,652.00 <br />58 15" FLARED END SECTION EA 9 845.00 9 $7,605.00 <br />59 4' DIA MANHOLE EA 1 1800.00 1 $1,800.00 <br />60 4' DIAMETER STORM CBMH EA 12 1850.00 3 11 $20,350.00 <br />61 5' DIAMETER STORM CBMH EA 1 2500.00 1 $2,500.00 <br />62 2' X 3' CATCH BASIN EA 4 1100.00 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 95.00 100 250 $23,750.00 <br />65 6" PVC DRAIN TILE LF 600 12.00 600 $7,200.00 <br />66 INSTALL AND MAINTAIN SEDIMENTATION STRUCTURE EA 19 375.00 $0.00 <br />67 REMOVE MISCELLANEOUS ITEMS ALONG PROPERTY <br /> LINE LS 800.00 $800.00 <br /> TOTAL PART 5 - STORM SEWER: $199,340.00 <br /> PART 6 - STREETS: <br />68 SAW BITUMINOUS LF 135 3.25 $0.00 <br />69 REMOVE BITUMINOUS PAVEMENT SY 550 2.00 50 50 $100.00 <br />70 REMOVE CONCRETE CURB AND GUTTER LF 225 2.25 50 $112.50 <br />71 REM. & REPL. CHAIN LINK FENCE LF 50 25.00 $0.00 <br />72 SUBGRADE PREPARATION - STREET SY 10730 0.75 5000 10000 $7,500.00 <br />73 GEOTEXTILE FABRIC, TYPE V SY 10730 1.38 10000 10000 $13,800.00 <br />74 AGGREGATE BASE, CLASS 5 TN 5275 11.40 4900 4900 $55,860.00 <br />75 SELECT GRANULAR BORROW (CV) CY 5975 13.46 5500 5500 $74,030.00 <br />76 TYPE LV 3 NON WEARING COURSE MIXTURE (B) TN 1250 50.00 900 900 $45,000.00 <br />77 TYPE LV 4 WEARING COURSE MIXTURE (B) TN 1250 57.75 $0.00 <br />78 BITUMINOUS MATERIAL FOR TACK COAT GAL 575 2.60 $0.00 <br />79 SURMOUNTABLE CONCRETE CURB AND GUTTER LF 2900 8.90 1776 1776 $15,806.40 <br />80 B618 CONCRETE CURB AND GUTTER LF 1600 9.35 1684 1684 $15,745.40 <br />81 4" CONCRETE MEDIAN SY 30 38.00 $0.00 <br />82 4" PERFORATED POLYETHYLENE PIPE LF 4500 2.75 4200 4200 $11,550.00 <br />83 BARRICADE EA 5 275.00 $0.00 <br />84 ADJUST VALVE BOX EA 2 250.00 $0.00 <br />85 STREET SWEEPER WITH OPERATOR HR 20 110.00 $0.00 <br />86 4 MIL POLY SY 450 3.00 $0.00 <br />87 EROSION CONTROL BLANKETS, CATEGORY 3 SY 500 1.60 200 200 $320.00 <br />88 MNDOT SEED MIX 28B AC 5 775.00 0.39 $302.25 <br />89 BWSR SEED MIXTURE W2 AC 4.5 1400.00 1 4 $5,600.00 <br />90 BWSR SEED MIXTURE U6 AC 2 1000.00 0.25 1 $1,000.00 <br />91 SODDING, LAWN TYPE SY 1150 3.50 $0.00 <br />92 SIGN PANELS, TYPE C, HIGH INTENSITY SF 21 29.00 $0.00 <br />93 4" DOUBLE SOLID LINE, YELLOW EPOXY LF 900 0.95 $0.00 <br />94 4" SOLID LINE, YELLOW EPOXY LF 2000 0.50 $0.00 <br />95 4" BROKEN LINE, YELLOW EPOXY LF 440 0.50 $0.00 <br />96 4" SOLID LINE, WHITE EPOXY LF 250 0.50 $0.00 <br />97 12" SOLID STOP LINE (BAR), WHITE EPOXY LF 35 8.50 $0.00 <br />98 PAVEMENT MESSAGE, LEFT TURN ARROW - EPOXY EA 5 125.00 $0.00 <br />99 TEMPORARY ROCK CONSTRUCTION ENTRANCE EA 2 1000.00 $0.00 <br /> TOTAL PART 6 - STREETS: $246,726.55 <br /> PART 7 - CSAH 54 RIGHT TURN LANE: <br />100 TRAFFIC CONTROL LS 1 1000.00 1 1 $1,000.00 <br />101 COMMON EXCAVATION (P) CY 230 15.00 230 230 $3,450.00 <br />102 SAWING BITUMINOUS LF 500 2.75 $0.00 <br />103 SUBGRADE PREPARATION SY 750 0.75 750 750 $562.50 <br />104 AGGREGATE BASE, CLASS 5 TN 270 11.50 200 200 $2,300.00 <br />105 TYPE LV 3 NON WEARING COURSE MIXTURE (B) TN 95 58.00 90 90 $5,220.00 <br />106 TYPE MV3 NON-WEAR COURSE (C) TN 65 66.00 60 60 $3,960.00 <br />107 TYPE MV3 WEAR COURSE (C) TN 65 66.00 60 60 $3,960.00 <br />108 BITUMINOUS MATERIAL FOR TACK COAT GAL 80 2.60 $0.00 <br />109 4" SOLID LINE, WHITE EPOXY LF 720 0.50 $0.00 <br />110 PAVEMENT MESSAGE, RIGHT TURN ARROW - EPOXY EA 1 125.00 $0.00 <br />111 SEEDING AC 0.2 775.00 $0.00 )3 <br /> TOTAL PART 7 - CSAH 54 RIGHT TURN LANE: $20,452.50 <br />61605143REQ4.xJs <br />
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