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<br /> 18 PC IFTEWDEWAU[ SP 4118 1.65 0.00 0.00 0% 0.00 UAW 0%
<br /> IS S DRTYEWAYAPRON SF 1m 17.00 0.00 0.00 0% 0.00 0.00 0%
<br /> 20 TSITUMINOUSTRNL SF SLO LIST 0.00 0.00 0% 0.00 OAO 0%
<br /> 21 SUBGRADEDENSTIYTESTAWPLACE EA 7 50.00 0.00 DOD 0% MOD 0.00 0%
<br /> 22 CLASS 5 GRADATION TEST EA 2 100.00 0.00 0.00 0% 0.00 0.00 0%
<br /> 23 CLASS 5 PROCTOR TEST FA 1 135.00 0.00 0100 0% 0.00 0.00 0%
<br /> 24 CLASS S DENSITY TEST, IWPLACE EA 7 50,00 0.00 000 0% 0.00 0.00 0%
<br /> 25 CONCRETE AIR ENTRAINMENT TEST EA 10 10.00 0.00 0.00 0% 0.00 DOD 0%
<br /> 26 CONCRETE SLUMP TEST EA 19 10,00 0.00 ODD 0% 0.00 0.00 0%
<br /> 2f CYLINDERS(SEA) EA 10 40.00 0,00 0.00 0% 0.00 0,00 0%
<br /> T SCHEODUE 3.0 STREET CONSTRUCTION -TOTAL 114.00 114.00
<br /> MNPmO G_ __� ] WAIF K"
<br /> 1 CONNECT TO EXISTING EA T 1,600.00 1.00 1,600.00 100% 1,00 1,600.00 100%
<br /> 2 8* PVC WATERMAIN LF 3640 9.70 2,295.00 21,261,50 63% 2,293,00 22,261.50 63%
<br /> 3 WPVCWATERMAIN LF 180 8.90 95.00 845,50 53% 95.00 645.50 33%
<br /> 4 B' GATE VALVE W7 BOX EA 8 620,00 3.00 3,100A0 63% 5,00 3,100,00 63%
<br /> 5 HYDRANT Wl GATE VALVE EA 9 1,810,00 5.00 9,350,00 56% 3.00 9,350.00 56%
<br /> B FITTINGS LB 3600 1,25 2,175,00 2,718.75 60% 2,175.00 2,718.75 W%
<br /> 7 1' SERVICE CONNECTION Wl CURB STOP EA 40 105.00 22,00 2,310.00 55% 22.00 2,310.00 55%
<br /> 6 1' COPPER SERVICE PIPE LF 1600 6.35 73100 4,801.15 46% 733.00 4,801.13 46%
<br /> 9 GRANULAR FOUNDATION MATERIAL CY 600 0.01 118.00 1.18 20% 118,00 LIS 10%
<br /> 10 GRANULAR BEDDING MATERIAL CY 600 0.01 0,00 0.00 0% 0.00 0.00 0%
<br /> 11 IN-PLACE DENSITY TEST EA 45 50,00 0.00 000 0% 0.00 0.00 0%
<br /> 12 PROCTOR TEST EA 2 133.00 0.00 - 0.00 0% 0.00 0.00 0%
<br /> T SCHEDULE 2.9 WATERMASI -TOTAL 46,988.06 46,988.08
<br /> AD11E= [ lb l NTARY !EWER
<br /> 1 CORECONNECT TOE619TM MANHOLE EA 1 3,060.00 0.00 0.00 0% 0,00 0.00 0%
<br /> 2 BUILD MANHOLECV EMSTINGSNOTARY EA 1 41385.00 1.00 4,365.00 100% 1.00 4,385.00 100%
<br /> 3 B' PVC (0J1 FT DEEP) LF 775 19.50 66.00 1,326.00 9% 66.09 1 .326.00 9
<br /> 4 8'PVC(B- IOFTOEEP) LF 725 19.50 704.00 13,728.00 97% 701.00 13,72607 97%
<br /> 1
<br /> o:pmjV"83mV60083EI PAGE 260083 -30
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