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te <br /> Nsniu pt .tma � : <br /> Nt? A'psciinto�i VNYt TTY i7i�Pt' .y Fai90i. T E tt3'Y' aa7GLtiT • <br /> .• .. - PRi B <br /> SCHFDIR.R 6 0 - CHANGF ORDER NO. 3 <br /> 1 8' PVC (14' -161 LF 175 6.00 0 0.00 422 2,532.00 <br /> 2 8' PVC (16' -181 LF 500 10.00 0 0.00 247 2,470.00 <br /> 3 8' PVC (18' -20) LF S0 11.00 0 0.00 50 550.00 <br /> 4 8' PVC (20' -22') LF 75 11.00 0 0.00 75 825.00 <br /> 5 8' PVC (22' -249 LF 163 11.00 0 0.00 164 1,804.00 <br /> 6 10' PVC (22' -243 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 .50 1.000.00 <br /> 10 CONNECT TO EXISTING SEWER EA 1 500.00 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 1 150.00 <br /> 15 8' 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 1 250.00 <br /> 18 FITTINGS LBS 1050 1.00 0 0.00 790 790.00 <br /> 19 1' SERVICE CONNECT EA (6 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 0.00 <br /> 23 DENSITY TEST EA 10 15.00 0 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 6.920.00 <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 111 TN 28 15.00 1.6 24,00 29.6 444.00 <br /> 29 30' BEND 45 DEGREES EA 1 40.00 0 0.00 1 40.00 <br /> 30 DENSITY TEST EA 5 15.00 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 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 CLASS 5 AGGREGATE BASE TN 1360 2.00 0 0.00 1271 2,542.00 <br /> 35 BASE COURSE, 2331 TYPE 31B TN 321 9.00 0 0.00 0 0.00 <br /> 36 WEAR COURSE, 2331 TYPE 4LA '1'N 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 /> 38 4' DRAIN TILE IS 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 S CONCRETE SIDEWALK SF 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 90.00 <br /> 44 CLASS S 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 D 0.00 <br /> 46 CLASS 5 PROCTOR TEST EA 2 40.00 0 0.00 0 0.00 <br /> 47 CONCRETE AIR ENTRAINMENT TEST 64 4 20.00 0 0.00 1 20.00 <br /> 48 CONCRETE SLUMP TEST EA 4 20.00 0 0.00 I 20.00 <br /> 49 CONCRETE CYLINDER (SET OF 3) EA 4 75.00 0 0.00 1 75.00 <br /> 50 BITUMINOUS EXTRACTION TEST EA 1 125.00 0 0.00 0 0.00 <br /> 51 BITUMINOUS GRADATION TEST EA 1 125.00 0 0.00 0 0.00 <br /> 52 BITUMINOUS CORE DENSITY TEST EA 3 150.00 0 0.00 0 0.00 <br /> 53 BITUMINOUS AIR VOIDS TEST EA 3 90.00 0 0.00 0 0.00 <br /> 54 SILT FENCE LF 800 0.50 0 0.00 0 0.00 <br /> 26004710.XLS Page 3 260-047.30 <br /> • <br />