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SCHEDULE 6.0 - CHANGE ORDER NO, 3 <br /> 1 8 PVC (14 LF 175 6.00 a 0,00 422 2,532,00 <br /> 2 9 PVC (16%18 LF 500 10.00 0 0.00 247 2,47, A) <br /> 3 8 PVC (18'.20 LF 50 ]].Do 0 0.00 50 550,00 <br /> 4 8 PVC (20' LF 75 11.00 0 0,00 75 8's (K) <br /> 5 8 PVC (22'd4') LF 163 11.00 0 0.00 164 1,804.00 <br /> 6 to 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 LA 6 400.00 0 0.00 6 2,4W Q) <br /> 9 MANHOLE EXTRA DEPTH (> S LF 66.95 20.00 0 0.00 30 1,000,00 <br /> to CON N ECT TO EXISTING SEWER EA I 500.00 0 0.00 1 500.00 <br /> 11 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 20.00 0 0.00 0 0.00 <br /> 14 CONN. TO EXISTING WATERMAIN EA 1 150.00 0 0.00 1 ISO (to <br /> 15 11" PVC WATERMAIN LF 1011 4.00 0 0.00 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 1 '_50. <br /> Is FITTINGS LBS 1030 1.00 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 a 0.00 547 1,094.00 <br /> 21 2' INSULATION SF 32 Loo 0 0,00 48 49.00 <br /> 22 GRANULAR FOUNDATION (CV) CY 400 3.00 0 0,00 0 0.00 <br /> 23 DENSITY TEST EA 10 15.00 a 0.00 0 0.00 <br /> 24 PROCTOR TEST EA 2 20.00 0 0.00 0 0.00 <br /> 25 30' RCP LF 390 20,00 0 0.00 346 6,92000 <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 1,300.00 <br /> 28 RIP RAP, CLASS III TN 28 15.00 1.6 24.00 29.6 44VOO <br /> 29 30' BEND 45 DEGREES EA 1 40.00 0 0.00 1 40.00 <br /> 30 DENSITY TEST EA 5 1500 34 510.00 34 510.00 <br /> 31 PROCTOR TEST EA 2 20,00 2 40.00 2 40.00 <br /> 32 GEOTEXTILE FABRIC SY 4300 0A0 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 CLASS 5 AGGREGATE BASF, TN 1360 2.00 0 0.00 1271 2,542.00 <br /> 35 BASE COURSE, 2331 TYPE 31B TN 321 9m 0 000 0 0,00 <br /> 36 WEAR COURSE, 2331 TYPE 41A TN 321 10.00 0 0.00 0 0.00 <br /> 37 BITUMINOUS TACK COAT GAL 166 0.50 0 0,00 0 0,00 <br /> 36 4' DRAIN TILE LF 2100 0.75 0 0.00 2000 1,500.00 <br /> 39 CONNECT TO EXISTING DRAIN TILE EA 2 15.00 0 0.00 2 30.00 <br /> 40 SURMOUNTABLE CONC. CURB &GUTTER LF 2120 2.00 0 0.00 2072 4,144.00 <br /> 41 5" CONCRETE SIDEWALK SP 4425 1.00 0 0.00 0 0.00 <br /> 42 SUBGRADE PROCTOR TEST EA 2 40,00 0 0.00 1 40.00 <br /> 43 SUBGRADE DENSITY TEST EA 10 15,00 0 0.00 6 90.0D <br /> 44 CLASS 5 GRADATION TEST EA 1 40.00 0 0.00 0 0.00 <br /> 45 CLASS 5 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 20.00 0 0.00 1 20.00 <br /> 48 CONCRETE SLUMP TEST EA 4 20.00 0 0.00 1 20.00 <br /> 49 CONCRETE CYLINDER (SET OF 3) EA 4 75.00 0 6.00 1 75.00 <br /> 50 BITUMINOUS EXTRACTION TEST EA 1 125.00 0 0.00 0 O'Do <br /> 51 BITUMINOUS GRADATION TEST EA 1 125.00 0 Boo 0 0.00 <br /> 52 BITUMINOUS CORE DENSITY TEST 12A 3 150.00 0 0.00 0 (LOB <br /> 53 BITUMINOUS AIR VOIDS TEST EA 3 90.00 0 0,00 0 0.00 <br /> 54 SILT FENCE LF goo 0.50 0 0.00 0 0.00 <br /> 26004110.XLS Pap 3 260-047-30 <br />