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C6NTl&Cr[r W mmv . ;'YO7fA2,'CrrDkrs <br /> TTlnr <br /> NO, AE. &CkIYTT47Y -: � T3Yr1' Q'f'C. ilrtrr Q'rY :: AAtOANl. �: tjYY AF%OCiNIi' <br /> SCHEDULE 6 - HANG ORD RNO I <br /> 1 8' PVC (14' -16') LF 175 6.00 0 0.00 422 2,532.00 <br /> 2 8 PVC (l6' -18') LF SW 10.00 0 0.00 247 2,470.00 <br /> 3 8' PVC (18' -20') LF 50 11.00 0 0.00 50 550.00 <br /> 4 8 PVC (20' -22') LF 75 1 1,00 0 0.00 75 825.00 <br /> 5 8' PVC ( -24') LF 163 11.00 0 0.00 l64 1,864.00 <br /> 6 10' PVC (22' -24') LF 32 12.00 0 0.00 32 384.00 <br /> 7 GRANULAR FOUNDATION (CV) CY 500 3.00 0 0.00 40 120.00 <br /> 8 48' DIAMETER MANHOLE EA 6 400.00 0 0,00 6 2,400.00 <br /> 9 MANHOLE EXTRA DEPTH (> 8') LF 66.85 20.00 0 0.00 SO 1,000.00 <br /> 10 CONNECT TO EXISTING SEWER EA 1 500.00 0 0,00 1 500,00 <br /> I I 8' x 4' SERVICE WYES EA 16 25.00 0 0.00 16 400.00 <br /> 12 DENSITY TEST EA 21 15.00 0 0.00 0 0.00 <br /> 13 PROCTOR TEST EA 2 20.W 0 0.00 0 0.00 <br /> 14 CONN. TO EXISTING WATERMAIN EA 1 150.00 0 0.00 1 150.00 <br /> 15 8' PVC WATERMAIN LF 1011 4.00 0 0.0D 1020 4,080.00 <br /> 16 HYDRANT W/ VALVE EA 3 500.00 0 0.00 3 1,500.00 <br /> 17 8' VALVE EA 1 250.00 0 0.00 I 250.00 <br /> 18 FITTINGS LBS IOSO LOD 0 0.00 790 790.00 <br /> 19 1' SERVICE CONNECT EA 16 50.00 0 0.00 16 800.00 <br /> 20 1' SERVICE PIPE LF 485 2.00 0 0.00 547 1.094.00 <br /> 21 2' INSULATION SF 32 1.00 0 0.00 48 48.00 <br /> 22 GRANULAR FOUNDATION (CV) CY 400 3.00 0 0.00 0 (100 <br /> 23 DENSITY TEST EA 10 15.00 0 0.00 0 0.00 <br /> 24 PROCTOR TEST FA 2 20.00 0 0.00 0 0.00 <br /> 25 30' RCP LF 390 20.00 0 0.00 346 6,920.00 <br /> 26 30' END SECTION EA 2 35.00 0 0.00 2 70.00 <br /> 27 60' DIAMETER MANHOLE EA 3 500.00 0 0.00 3 1,500.00 <br /> 28 RIP RAP, CLASS DI IN 28 15.00 0 0.00 28 420.00 <br /> 29 30' BEND 45 DEGREES EA 1 40.00 0 0.00 1 40.00 <br /> 30 DENSITY TEST EA 5 15.00 0 0.00 0 0.00 <br /> 31 PROCTOR TEST EA 2 20.00 0 0.00 0 0.00 <br /> 32 GEOTEXTILE FABRIC SY 4300 0.40 0 0,00 4000 1,600.00 <br /> 33 SELECT GRANULAR BORROW (CV) CY 2415 1.00 0 0,00 2000 2,000.00 <br /> 34 CUSS 5 AGGREGATE BASE IN 1360 2.00 220 440.00 1271 2,542.00 <br /> 35 BASE COURSE, 2331 TYPE 31B IN 321 9.00 324 2,91600 0 0.00 <br /> 36 WEAR COURSE, 2331 TYPE 4 I TN 321 10.00 0 0.00 0 0,00 <br /> 37 BITUMINOUS TACK COAT GAL l66 0.50 0 0.00 0 0.00 <br /> 33 4' DRAIN TILE LF 2100 D,75 0 0.00 2000 1,500.00 <br /> 39 CONNECT TO EXISTING DRAIN TILE EA 2 15.00 0 000 2 30.00 <br /> 40 SURMOUNTABLE CONC. CURB & GUTTER LF 2120 2.00 2072 4,144.00 2072 4,144.00 <br /> 41 5' CONCRETE SIDEWALK SF 4425 100 0 0.00 0 0.00 <br /> 42 SUBGRADE PROCTOR TEST EA 2 40.00 1 40.00 1 40.00 <br /> 43 SUBGRADE DENSITY TEST EA 10 15.00 6 90.00 6 90.00 <br /> 44 CLASS 5 GRADATION TEST EA 1 40.00 0 0.00 0 0.00 <br /> 45 CLASS S DENSITY TEST EA 10 15.00 0 0.00 0 0.00 <br /> 46 CLASS 5 PROCTOR TEST EA 2 40.00 0 0.00 0 0,00 <br /> 47 CONCRETE AIR ENTRAINMENT TEST EA 4 2000 . 1 20.00 1 20.00 <br /> 48 CONCRETE SLUMP TEST EA 4 20.00 1 20,00 1 20.00 <br /> 49 CONCRETE. CYLINDER (SET OF 3) EA 4 75.00 1 75.00 I 75.00 <br /> 50 BITUMINOUS EXTRACTION TEST EA 1 125.00 0 0.00 0 0.00 <br /> 51 BITUMINOUS GRADATION TEST FA 1 125.00 0 0.00 0 000 <br /> 52 BITUMINOUS CORE DENSITY TEST EA 3 150.00 0 000 0 0.00 <br /> 53 BITUMINOUS AIR VOIDS TEST EA 3 90.00 0 0.00 0 ROD <br /> 54 SILT FENCE IF SW 0.50 0 O.W 0 0.00 <br /> 26(YJJ7. 9,XIS Yaga 3 2W 047 -30 <br />