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C41.!V1RAC1'Xl'YSLS ; 7HLCYEp1QA 7ftiijfAL'fabATB. : <br /> II'Pdd. <br /> N(Y ARiPRON is U1Vff Q7S ;tAVj1' Q1Y 'z AMOtiti}` ` . <br /> 4 18' RCP, CL If[ LF 31 24.00 0 0.00 31 744.00 <br /> 5 21' RCP, CL IN LF 160 27.00 1) 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 ill (SEE #17) EA 2 375.00 0 (1.00 1 375.00 <br /> 8 88' SPAN RCP, CL III LF 36.5 100.00 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 11) 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 /> 14 GRANULAR FOUNDATION (CV) CY 400 5.00 0 0.00 398 1,990.00 <br /> 15 BAFFLED WEIR LS 1 1,200.00 0 a.00 1 1.200.00 <br /> 16 IN-PLACE DENSITY EA 6 30.00 0 0.00 3 90.00 <br /> 17 DIFFUSER (CHANGE FROM Cn EA 1 500.00 0 0.00 1 S00.00 <br /> T SCHEDULE 3.0 STORM DRAINAGE -TOTAL 0.00 67,399.00 <br /> SCHEDULE, 4.0 - SIREEI CONRTRUCION <br /> I 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 GEOTEXTTLE 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 BR. 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 a 0.00 700 840.00 <br /> 10 SURMOUNTABLE CONC. C & G LF 7830 4.80 0 0.00 7761 37,252.80 <br /> I I 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 DR MN TILE LF 8070 1.25 0 0.00 8070 10,087.50 <br /> 14 STOP SIGN EA 5 100.00 0 0.00 5 500A0 <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 /> IS SUBGRADE 1N -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 i 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 A 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 /> S QUEDULE So SITE PORK AND GRADIN O <br /> I CLEAR A GRUB AC 2 2,800.00 0 0.00 2 5,600.00 <br /> 2 COMMON EXCAVATION CY 89160 115 0 OAO 89160 111,450.00 <br /> 3 SILT FENCE LF 2925 t 40 0 0.0(1 1849 2,588.60 <br /> 4 SEEDING AC 17.5 400.00 0 0.00 17.5 700.00 <br /> 5 BALE CHECKS EA 20 1.00 0 0.00 0 0 w <br /> 6 AMERICAN LINDEN, 1' CAL, BR EA 15 65.00 0 0.00 15 975.00 <br /> i MORE WEEPING WILLOW, I' CAL, 13R EA 12 65.00 0 0.00 15 975.00 <br /> 8 RED MAPLE, I' CAL, BR EA 7 65.00 0 0. 00 7 455. <br /> T SCHEDULE 5.0 SITE WORK AND GRADING -T(YTAL 0.00 179,IM3_60 <br /> 'R)047;;4 XIS ;'ale 2 260JI47 -30 <br />