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<br /> 'F4sh. a : .«xaS l 4t x �x �y F z ^� ?':�•
<br /> N N' >, `9( �Yc` '< S {� S. k $ 4 .3 / 4 y � w� { .� df f t2' i vim" C• x^'^,
<br /> SCHEDULE 1,0 WATERMAIN .L ROAD TO SCHOOL)
<br /> I CONNECT TO EXISTING WATERMAIN EA 1 3,000.00 0.00 0.00 1.00 3,000.00
<br /> 2 CREEK CROSSING "A' LS 1 6,200.00 0.00 0.00 1.00 6,200.00
<br /> 3 12' PVC WATERMAIN LF 958 2550 0.00 0.00 995.00 25,37230
<br /> 4 9' PVC WATERMAIN LF 907 1515 0.00 0.00 614.00 9,36330
<br /> 5 6' PVC WATERMAIN LF 49 20.00 0.00 0.00 42.00 840.00
<br /> 6 12' GATE VALVE AND BOX EA 4 985.00 0.00 0.00 5.00 4.925.00
<br /> 7 8' GATE VALVE AND BOX EA 5 625.00 0.00 0.00 2.00 1,250.00
<br /> 8 4' GATE VALVE AND BOX EA 1 400.00 0.00 0.00 1.00 400.00
<br /> 9 HYDRANT AND GATE VALVE ASSEMBLY EA 4 1,925.00 0.00 0.00 4.00 7,700.00
<br /> IO FITTINGS LB 4340 1.60 0.00 0.00 4,670,00 7,47200
<br /> II WATER SERVICE CONNECT EA 11 200.00 11.00 2,700.00 12.00 2,400.00
<br /> 12 1' COPPER SERVICE PIPE LF 250 21.00 120.00 2,520.00 133.00 2,793.00
<br /> 13 JACK WATER SERVICE EA 3 1,000.00 4.00 4,000.00 4.00 4,000.00
<br /> 14 SCHOOL WATER SERVICE (8 D.I.P.) LF 50 30.00 77.00 2,310.00 77.00 2,310.00
<br /> 15 APARTMENT WATER SERVICE (4' D.I.P.) LF 30 23.00 0.00 0.00 25.00 575.00
<br /> 16 GRANULAR BEDDING LF 1900 3.00 0.00 0.00 1,281.00 3,843.00
<br /> 17 PROCTOR TEST EA 2 80.00 2.00 160.00 2.00 160.00
<br /> 18 INPLACE DENSITY TEST EA 20 40.00 18.00 720.00 18.00 720.00
<br /> T SCHEDULE 3.0 WATELMAIN -TOTAL 11,910.00 83,324.00
<br /> SCHEDULE 4.0 STORM SEWER
<br /> i CONNECT EXISTING STORM SEWER EA 1 500.00 1.00 500.00 1.00 50100
<br /> 2 15' RCP STORM SEWER LF 36 32.00 36.00 1,152.00 36.00 I,IR.00
<br /> 3 24'x36' CATCH BASIN W/ CASTING EA 2 925.00 2.00 1,850.00 2.00 1.850.00
<br /> T SCHEDULE 4.0 STORM SEWER -TOTAL 3502.00 3,50200
<br /> ALTERNATE 2 - SraE;W RECONSTRUCTION
<br /> I REMOVE BITUMINOUS PAVEMENT SY 1200 2.25 1,316.00 2,961.00 1,316.00 2,961.00
<br /> 2 COMMON EXCAVATION (P) CY 1370 4]3 1,370.00 5.822.50 1 ,370.00 5,822.50
<br /> 3 SELECT GRANULAR BORROW (P) CY 930 17.00 930.00 15,810.00 930.00 15,810.00
<br /> 4 GEOTEXTILE FABRIC SY 1670 1.25 1,398.00 1.747.50 1 .598.00 1.747.50
<br /> 5 DRAJNTILE LF 800 230 646.00 1,615.00 646.00 1,615.00
<br /> 6 AGGREGATE BASE CLASS 5 TN 435 7.50 0.00 0.00 0.00 0.00
<br /> 7 2331 TYPE 41A BITUMINOUS WEAR COURS IN 80 31.00 0.00 0.00 0.00 0.00
<br /> 8 2331 TYPE 31A BITUMINOUS BASE COURSE TN 105 28.00 0.00 0.00 0.00 0.00
<br /> 9 TACK COAT GAL 79 1.00 0.00 0.00 0.00 0.00
<br /> 10 8612 CONCRETE CURB AND GUTTER LF 340 7.00 170.00 1,190.00 170.00 1,190.00
<br /> 11 8' PVC WATERMAIN LF 365 1730 0.00 0.00 383.00 6,70230
<br /> 12 6 PVC WATERMAIN LF 16 20.00 0.00 0.00 20.00 400.00
<br /> 13 8' GATE VALVE AND BOX EA 2 575.00 0.00 0.00 1.00 575.00
<br /> 14 HYDRANT AND GATE VALVE ASSEMBLY EA 1 1,925.00 0.00 0.00 1.00 1,925.00
<br /> 15 FITTINGS LB 560 1.60 0.00 0.00 450.00 720.00
<br /> 16 TRAFFIC CONTROL LS 1 200.00 0.85 170.00 1.00 200.00
<br /> T ALTERNATE 2- WESI'VIEW RECONSTRUCTION -TOTAL 29,316.00 39,66830
<br /> AI TFRNA 3 _ F=SEN `17 WA A N EXTENSION
<br /> 1 SODDING SY 395 ISO 0.00 0.00 0.00 0.00
<br /> 2 SEED AND MULCH AC 0.52 1,000.00 0.00 0.00 0.00 0.00
<br /> 3 MULCH AC OS2 352.00 0.00 0.00 0.00 0.00
<br /> 4 BALECHECKS EA 50 10.00 0.00 0.00 0.00 0.00
<br /> 5 REMOVE BITUMINOUS PAVEMENT SY 210 2.25 186.00 418.50 186.00 418.50
<br /> 6 MILL PAVEMENT SURFACE SY 10 2.15 0.00 0.00 0.00 0.00
<br /> 260072#2.XLS PAGE 2
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