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<br /> NiF x DP.St:1 t flON UNER Q7`Y h,U051N€ QTY AFIDYN
<br /> .. . ' YR10E.
<br /> 4 18' RCP, CL 01 LF 31 24.00 0 0.00 31 744,00
<br /> S 21' RCP, CL III LF 160 27.00 0 0.00 153 4,131.00
<br /> 6 21' RCP F.E.S., CL 111 EA 1 425.00 0 0.00 1 425.00
<br /> 7 12' RCP F.E.S., CL 111 (SEE 817) EA ' 2 375.00 0 0.00 1 375.00
<br /> 8 88' SPAN RCP, CL III LF 226.5 100.00 0 0.00 226.5 22,650.00
<br /> 9 88' RCP SPAN F.E.S., CL III EA 2 1,000.00 0 0.00 2 2,000.00
<br /> 10 48' STORM SEWER MANHOLE EA 3 500.00 0 0.00 3 1,500.00
<br /> 11 STANDARD CATCH BASIN EA 8 800.00 0 0.00 8 6,400.00
<br /> 12 RIP RAP (CL 1I) CY 120 35.00 0 0.00 107 3,745.00
<br /> 13 RIP RAP (CL 111) CY 55 30.00 0 0.00 98 2,940.00
<br /> Id GRANULAR FOUNDATION (CV) CY 400 5.00 0 0.00 398 1,990.00
<br /> 15 BAFFLED WEIR LS 1 1,200.00 0 0.00 1 1,200.00
<br /> 16 1N-PLACE DENSITY EA 6 30.00 0 0.00 3 90.00
<br /> 17 DIFFUSER (CHANGE FROM 17) EA 1 500.00 0 0,00 1 500.00
<br /> T SCHEDULE 3.0 STORM DRAINAGE -TOTAL 0.00 67,399.00
<br /> SCHEDULE 4.0 - STREET CONSTRUCTION
<br /> 1 REMOVE EXIST. BIT. PAVEMENT SY 2400 2.25 0 0.00 2400 5,400.00
<br /> 2 SALVAGE GUARD RAIL LS 500 200.00 0 0.00 1 200.00
<br /> 3 SUBGRADE PREPARATION RDSTA 38.1 98.00 0 0.00 381 37,338.00
<br /> 4 GEOTEXTILE FABRIC SY 16500 0.90 0 0.00 16435 14,791.50
<br /> 5 SELECT GRANULAR BORROW (CV) CY 9400 2.50 0 0.00 9400 23,500.00
<br /> 6 CLASS 5 AGGREGATE BASE TN 5780 5.33 0 0.00 4826.24 25,723.86
<br /> 7 BIT. TYPE 31 BASE COURSE TN 1570 18.43 0 0.00 1749.07 32,235.36
<br /> 8 BIT, TYPE 41 WEAR COURSE TN 1310 20.70 , 0 0.00 1378.17 28,528.12
<br /> 9 BITUMINOUS TACK COAT GAL 700 1.20 0 0.00 700 840.00
<br /> 10 SURMOUNTABLE CONC. C & G LF 7830 4.80 0 0.00 7761 37,252.80
<br /> 11 CONCRETE VALLEY GUTTER SF 275 3.50 0 0.00 180 630.00
<br /> 12 TRIANGULAR VALLEY GUTTER EA 2 600.00 0 0.00 2 1,200.00
<br /> 13 4' PERFORATED DRAIN TILE LF 8070 1.25 0 0.00 8070 10,087.50
<br /> 14 STOP SIGN EA 5 100.00 0 0.00 5 500.00
<br /> 15 4' CONCRETE SIDEWALK SF 11400 1,70 0 0.00 2855 4,853.50
<br /> 16 6' CONCRETE SIDEWALK SF 1280 2,20 0 0.00 80 176.00
<br /> 17 PEDESTRIAN RAMPS EA 5 130.00 0 0.00 2 260.00
<br /> 18 SIIRGRADE IN -PLACE DENSITY EA 16 30.00 0 0.00 11 330.00
<br /> 19 SUBGRADE PROCTOR EA 1 80.00 0 0.00 1 80.00
<br /> 20 CLASS 5 GRADATION EA 3 80.00 0 0.00 3 240.00
<br /> 21 CLASS 5 PROCTOR EA 1 80.00 0 0.00 1 80.00
<br /> 22 CLASS 5 IN -PLACE DENSITY EA 8 30.00 0 0.00 8 240.00
<br /> 23 CONCRETE CYLINDER (3 EA.) EA 14 140.00 0 0.00 6 840.00
<br /> 24 BIT, EXTRACTION & GRADATION EA 14 225.00 0 0.00 0 0.00
<br /> 25 BIT. AIR VOIDS EA 14 180.00 0 0.00 0 0.00
<br /> T SCHEDULE 4.0 STREET CONSTRUCTION -TOTAL 0.00 225.326.64
<br /> SCHEDULE LO SITE WORK AND GRADING
<br /> 1 CLEAR & GRUB AC 2 2,800.00 0 0.00 2 5,600.00
<br /> 2 COMMON EXCAVATION CY 89160 1.25 0 0.00 89160 111,450.00
<br /> 3 SILT FENCE LF 2925 1.40 0 0.00 1849 2,588.60
<br /> 4 SEEDING AC 17,5 400.00 0 0.00 17.5 7,000.00
<br /> 5 BALE CHECKS EA 20 2.00 0 0.00 0 0.00
<br /> 6 AMERICAN LINDEN, 1' CAL, BR EA 15 65.00 0 0.00 15 975.00
<br /> 7 NIOBE WEEPING WILLOW, 1' CAL, BR EA 12 65.00 0 0,00 15 975.00
<br /> ' 8 RED MAPLE. 1' CAL, BR EA 7 65.00 0 0.00 7 455.00
<br /> T SCHEDULE 3.0 SITE WORK AND GRADING -TOTAL 0.00 129,043.60
<br /> 26004710.XLS Page 2 260-047 -30
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