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Gomwwxnr5x Txlaseewn , mrwmnASe ..! <br /> xa nirnax 4X1 Y ccur >QVnx p9 x anintuax <br /> rRles <br /> SCHEDULE 3.0 WATER)IATN 0111 ROAD TO 4CHOOI 1 <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 ?5.50 0.00 0.00 995.00 25,372.50 <br /> 4 8' PVC WATERMAIN LF 907 15. 0.00 0.00 614.00 9,363.50 <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 (100 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 /> 10 FITTINGS LB 4340 1.60 0.00 0.00 4,670.00 7,472.00 <br /> 11 WATER SERVICE CONNECT EA 11 200.00 0.00 OAO 12,00 2,400.00 <br /> 12 1' COPPER SERVICE PIPE LF 250 21.00 0.00 0.00 133.00 2,793.00 <br /> 13 JACK WATER SERVICE EA 3 1.000.00 0.00 0.00 4.00 4,000.00 <br /> 14 SCHOOL WATER SERVICE (9m D.I.PJ LF 50 30.00 0.00 0.00 77.00 2,310.00 <br /> 15 APARTMENT WATER SERVICE (4m D.J.P.) LF 30 2100 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 0.00 0.00 2.00 160.00 <br /> I8 INPLACE DENSITY TEST EA 20 40.00 0.00 0.00 18.00 72000 <br /> T SCHEDULE 3.0 WATERINLALN -TOTAL 0,00 83,324.00 <br /> SCHED R.E 4.0 STORM SEWER <br /> I CONNECT EXISTING STORM SEWER EA I 500.00 0.00 0.00 1.00 500.00 <br /> 2 15' RCP STORM SEWER LF 36 32.00 0.00 0.00 36.00 1,152.00 <br /> 3 24'06' CATCH BASIN W/ CASTING EA 2 925.00 0.00 0.00 2.00 1.850.00 <br /> T SCHEDULE 4.0 STORM SEWER - TOTAL 0.00 3,502.00 <br /> ALTERNATE 2 - WESTVTRW RF ONSTRI CTION <br /> 1 REMOVE BITUMINOUS PAVEMENT SY 1200 175 0.00 0.00 1,316.00 2,961.00 <br /> 2 COMMON EXCAVATION (P) CY 1370 4.25 0.00 0.00 1,370.00 5.822.50 <br /> 3 SELECT GRANULAR BORROW (P) CY 930 17.00 0.00 0.00 930m 15,810.00 <br /> 4 GEOTEXTILE FABRIC SY 1670 115 202.00 252.50 1,600.00 2,000.00 <br /> 5 DRAINTILE LF 800 2.50 0.00 0.00 646.00 1615.00 <br /> 6 AGGREGATE BASE CLASS 5 TN 435 7.50 116.00 870.00 116.00 870.00 <br /> 7 2331 TYPE 4IA BITUMINOUS WEAR COURS TN 80 31.00 75.00 2,325.00 75.00 2,325.00 <br /> 8 2331 TYPE 31 BITUMINOUS BASE COURSE TIN 105 28.00 95.00 2,660.00 95.00 2,660.00 <br /> 9 TACK COAT GAL 79 1.00 79.00 79.00 79.00 79.00 <br /> 10 8612 CONCRETE CURB AND GUTTER LF 340 7.00 226.00 1,582.00 396.00 2.772.00 <br /> 11 8' PVC WATERMAIN LF 365 17.50 0.00 0.00 383.00 6,702.50 <br /> 12 6" PVC WATERMAIN LF 16 20.00 0.00 0.00 10.00 400.00 <br /> 13 8' GATE VALVE AND BOX EA 2 575.00 0.00 0.00 1.00 575.00 <br /> 14 HYDRANT AND GATE VALV£ ASSEMBLY EA 1 1,925.00 0.00 0.00 1.00 1,925.00 <br /> 15 FITTINGS LB 560 LEO 0.00 0.00 450.00 720.00 <br /> 16 TRAFFIC CONTROL LS 1 200.00 0.00 0.00 1.00 200.00 <br /> T ALTERNATE 2 -WES VMW RECONSTRUCTION -TOTAL 7,768.50 47,437.00 <br /> AI.TE.RNATE 3 - PETERSEN TRAIL WATERMAIN EXTENSION <br /> 1 SODDING SY 395 1.50 379.00 56850 379.00 568.50 <br /> SEED AND MULCH AC 052 1,000.00 0.80 800.00 0.80 800.00 <br /> 3 MULCH AC 0.52 352.CO 0.80 281.60 0.80 281.60 <br /> 4 BALECHECKS EA 50 10.00 0100 0.00 0.00 0 c <br /> 5 REMOVE BITUMINOUS PAVEMENT SY 210 2.25 000 0.00 186.00 41850 <br /> 6 MILL PAVEMENT SURFACE SY 10 2.15 0.00 0.00 0.00 D.W <br /> 26W7243.XLS PAGE 2 <br />