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OPINION OF PROBABLE COST
<br />CSAH 83 (ARMSTRONG BLVD) AT SUNWOOD DR
<br />WSB Project: CSAH 83 at Sunwood Dr
<br />Project Location: Ramsey, MN
<br />WSB Project No: 01973-010
<br />PROJECT
<br />TOTAL
<br />ITEM Unit ESTIMATED Estimated
<br />NUMBER DESCRIPTION UNIT Price QUANTITY Cost
<br />Surtace Improvements
<br />2021.501 MOBILIZATION LUMP SUM $75,000.00 1 $75,000.00
<br />2031.501 FIELD OFFICE TYPE D-MODIFIED EACH $16,000.00 1 $16,000.00
<br />2104.501 REMOVE SEWER PIPE (STORM) LIN FT $8.00 200 $1,600.00
<br />2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD $3.00 5150 $15,450.00
<br />2104.509 REMOVE SIGN TYPE C EACH $40.00 16 $640.00
<br />2104.513 SAWING BIT PAVEMENT (FULL DEPTH) LIN FT $2.75 345 $948.75
<br />2105.522 SELECT GRANULAR BORROW (CV) CU YD $11.60 5123 $59,426.80
<br />2105.526 SELECT TOPSOIL BORROW (LV) CU YD $16.00 931 $14,896.00
<br />2106.607 EXCAVATION - COMMON (P) CU YD $4.50 2612 $11,754.00
<br />2106.607 EXCAVATION - SUBGRADE (P) CU YD $6.00 5123 $30,738.00
<br />2106.607 COMMON EMBANKMENT (CV) (P) CU YD $4.50 18080 $81,360.00
<br />2123.610 STREET SWEEPER (WITH PICKUP BROOM) HOUR $120.00 40 $4,800.00
<br />2130.501 WATER M GALLONS $26.00 100 $2,600.00
<br />2211.503 AGGREGATE BASE (CV) CLASS 5 CU YD $22.00 2907 $63,954.00
<br />2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) TON $65.00 2255 $146,575.00
<br />2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B) TON $63.00 1510 $95,130.00
<br />2521.501 4" CONCRETE WALK SQ FT $3.50 8335 $29,172.50
<br />2531.501 CONCRETE CURB & GUTTER DESIGN B618 LIN FT $11.40 645 $7,353.00
<br />2531.501 CONCRETE CURB & GUTTER DESIGN B624 LIN FT $14.00 1075 $15,050.00
<br />2531.618 TRUNCATED DOMES SQ FT $60.00 32 $1,920.00
<br />2545.509 Lighting LUMP SUM $10,000.00 1 $10,000.00
<br />2563.601 TRAFFIC CONTROL LUMP SUM $75,000.00 1 $75,000.00
<br />2564.531 SIGN PANELS TYPE C SQ FT $40.00 156.5 $6,260.00
<br />2564.537 INSTALL SIGN TYPE SPECIAL EACH $130.00 2 $260.00
<br />2565.511 TRAFFIC CONTROL SIGNAL SYSTEM A SIG SYS $275,000.00 1 $275,000.00
<br />2565.601 EMERGENCY VEHICLE PREEMPTION SYS A LUMP SUM $5,200.00 1 $5,200.00
<br />2565.601 TRAFFIC CONTROL INTERCONNECTION LUMP SUM $12,000.00 1 $12,000.00
<br />2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD $2.00 7206.1 $14,412.20
<br />2575.501 SEEDING ACRE $300.00 1.49 $447.00
<br />2575.505 SODDING TYPE LAWN SQ YD $2.66 920 $2,447.20
<br />2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD $2.00 3581.6 $7,163.20
<br />2582.501 PAVT MSSG (LT ARROW) POLY PREF-GR IN EACH $450.00 8 $3,600.00
<br />2582.501 PAVT MSSG (RT ARROW) POLY PREF-GR IN EACH $450.00 7 $3,150.00
<br />2582.502 4" SOLID LINE WHITE -EPDXY LIN FT $0.35 2745 $960.75
<br />2582.502 4" BROKEN LINE WHITE -EPDXY LIN FT $0.30 420 $126.00
<br />2582.502 24" STOP LINE WHITE -EPDXY LIN FT $7.00 195 $1,365.00
<br />2582.502 4" DOUBLE SOLID LINE YELLOW -EPDXY LIN FT $0.70 855 $598.50
<br />2582.503 CROSSWALK MARKING- POLY PREFORM (GR IN) SQ FT $15.00 306 $4,590.00
<br />Total Street Improvements $1,096,947.90
<br />plus 10% Contingencies $109,694.79
<br />Total Street Improvement Construction Cost $1,206,642.69
<br />plus 21%Admin, Legal Etc $253,394.96
<br />Total Street Improvement Cost $1,460,037.65
<br />Preliminary Cost Estimate - Armstrong at Sunwood Report - 12-8.xls 1 12/8/2011
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