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r <br /> -i C1?hSBAGT 1TkF15,; - -'` -- .1111(5 Y�RK1A � xQT:lt'TfST1A'k'k' ._. <br /> ND * t'2ESCREE'[T110.� �K �MU.Y #7`L�< �{'Yl'f' 9 z F i7}f�t12dT - Ctl,3LTR�.�'CF" , ":JIZTYt, fIIlltNj7d� 'i <br /> 6 MODIFIED SELECT GRANULAR BORROW CY T100 7.10 4,879,0 34,601.90 69% 4,879.00 34,610.90 69% <br /> 7 GEOTEXTiIE FABRIC SY 9800 0 -80 9.660.00 7,728.00 99% 9,660.00 7,728.00 99% <br /> d DIRECT SUMP COHNCCTION EA 40 50.00 5.00 25063 13% 5.00 250.00 13% <br /> 9 4'NONPERF. THERMOPLASTIC, GRAIN PIPE LF 1600 6.00 115.00 690.00 7% 115.00 690.03 7% <br /> 10 4"PERF. THERMOPLASTIC CRAIN PIPE IF 6000 L% 4,492.00 4,492.00 7S% 4,49200 4,492.00 75"b <br /> II CLASS SAGGREGATEBASE TN 4750 7.10 1,410.00 10,1 30% 1,430.00 10.153.00 30% <br /> 12 TYPE 4IA, WEAR COURSE MIXTURE TN 975 26.25 B.&D 0.00 0% 0.00 0.00 0% <br /> 13 TYPE 310, BASE COURSE MIXTURE TN 9 24,70 0.0(1 0.00 (IS 0.110 0.00 0% <br /> 14 BITUMINOUS MATERIAL FOR TACK COAT GAL 530 1.75 000 0.00 0% 0.00 0 .00 0% <br /> 15 CONCRETE CURB &GUTTER, SURMOUNTABLE LF 5425 7.80 0.00 0.00 0% 0.00 0.00 0% <br /> 16 CONCRETE CURB A CURTER. 8618 LF 450 SAO 0.00 0.00 0% 0.00 0,00 0% <br /> 0 MANHOLF ADJUSTING RING EA 15 45.00 0.00 000 0'% 0.00 0.00 0%r <br /> IB 4"CONCRETC SIOEWALF SF 4175 2.65 0.00 0.00 ID 00.0 0.00 0% <br /> 19 6' DRIVEWAY APRON SF Soo 1 0,00 0.00 0.00 0.00 0% <br /> 20 2' BITUMINOUS TRAIL SP 8!10 lfflf 0.00 0.00 il 000 0.00 0% <br /> 21 SUBGRADE DENSITY TEST.'R4PLACE FA 7 50 -w 0.00 0 .(0 0% 0.00 0.00 0% <br /> 22 CLASS 5 GR4DATION TEST EA 2 I00 0) 1'rAl 1(0.00 10 S• I'M 100.00 50% <br /> ?7 CLASS S PROCTOR I EST EA 1 175.00 0.f)1 p 0% 0!k) 000 0% <br /> 24 CLASS 50ENSITY TEST, IN -PLACE EA 7 50.00 0.011 0(X1 0% 0.00 &'DO 0% <br /> 25 CONCRETE AIR ENTRAWMENC TEST EA 10 10.00 0.00 t).00 0% O.W 000 0 <br /> 26 CONt,RFIE SLUMP TEST FA 10 49.00 OAO 0.00 0`F 0.00 0.00 041 <br /> 27 CYL01GERS0EA) EA 10 40.00 0-01 0.11 11% D.00 0.00 O° <br /> E SCHEDULE iOSTREET CONSTRUCTION -TOTAL 60. 61,012.90 <br /> N <br /> �'I <br /> H <br /> SC).1ERB1E. }.9Si!9 fERM91N <br /> L 1 COMNFCT To EXISTMr FA 1 1,6001)1 OAO 9.00 0% 1 T 1,600.00 IV. <br /> ' 1 . - - n-c '. u• ;'ir 1't: 5I et il 6fl 56` <br /> ..,, �. .,.,..... _. <br /> i 3 6" PVC WATERMAIN LF 190 S.90 0.00 0.410 1% 177,()1 1,57539 98' <br /> 4 8" GATF VALVE Wl BOX CA 6 620.W 0.09 0.00 0% 900 5,580.00 113' <br /> O 5 HYDRANT WI GATE VALVE EA 9 L,870.110 1) 0 00 0% '11.01) 16,830.00 100; <br /> 6 FITTINGS L6 3600 1.25 0,0) 1 203 0% 1.725.00 4,656.25 MY <br /> GT,roj4'60083wV 61J093A'1 PAGE 2 2("33 -30 <br />