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<br /> COMPLETE
<br /> 22 INPLACE DENSITY TEST EA 25.00 48.00 1.200.00 0.00 0,00 0% 21,00 1,008.W 84%
<br /> T SCHEDULE 1.0 STREET CONSTRUCTION -TOTAL $476,164.55 $45.557,90 $430,126.78
<br /> PERCENTAGE OF SCHEDULE 1.0 COMPLETED: 90%
<br /> SCIIEDULE 2.0 WATERMAIN
<br /> I CONNECT TO EXIS I ING WATERMAIN EA 2A00 95um I 'AK).(X) I)AX) 000 (PA 2.M1 1.9011) I(K)
<br /> 2 6' PVC WATERMAIN Lid 1,075.00 lu.(X) 10,750,(10 0.(x) 0.01) 0% 075.00 10.750.(10 IMIX,
<br /> 3 8" PVC WATERMAIN LIZ 3.550.W 12,35 43,842 50 0-00 0.00 0% 3.411 W 42,125,85 96%
<br /> 4 12* PVC WATERMAIN LF 3,110.00 I8.w 55,98000 0,00 000 0% 3,11 O.W 55,980.00 (W%
<br /> 5 6" GATE VALVE & BOX EA 8.00 4611.(X1 3,680.W 0 W 0(M 0% 4A1) 1.1140.01) 50%
<br /> 6 8" GvrF VALVE & BOX LA 4.00 610.00 2,440.00 0 EX) 0.00 0% 6.W 3,660.00 15(1%
<br /> 7 12' BUTTERFLY VALVL & BOX EA 400 915.00 3.660.1X) 0.00 ()AX) 0% 7,00 6,40.0(1 175%
<br /> 8 HYDRANT W/VAIVr, EA 17,00 1,265.00 21.505.00 0.00 0.00 0% 17.00 21,505.00 I(xi%
<br /> 9 1 fYDRANT EXTENSION LF 3.00 245,00 735.00 0.00 0,ou 0% 1100 0.00 ov,
<br /> 10 FITTINGS LB 15,000.00 1.50 22,500.00 OAK) 0.00 0% 14.965,00 22.447 50 I(()%
<br /> H WATER SERVICE CONNECT W/CURB STOP EA 128.W 136.00 17,408.00 0.00 11,00 0% 128,00 17,408.W 100%
<br /> 12 1" COPPER SERVICE PIPE L17 4.500.00 7.70 34,650,00 0,00 0.00 0% 4,596.00 35.389.20 102%
<br /> 13 2" INSULATION SY 50.00 17.00 850.00 0.00 0.0D 0% 45.80 778.60 92%
<br /> 14 GRANULAR FOUNDATION MATERIAL LF 7.OW.00 3.25 22,750.00 0,00 0.00 0% 7,(XXJ 00 22.750.00 ID)%
<br /> 15 PROCTORTEST FA 1.00 100.00 100.00 0.00 0.00 0% 1.00 100.00 100%
<br /> 16 INPLACE DENSITY TEST EA 70,00 48,00 3,3W.W 0.00 0,00 0% 25.00 1,200.00 36%
<br /> T SCHEDULE 2.0 WATERMAIN - TOTAL $246,110.50 $0,00 $244,239.15
<br /> PERCENTAGE OF SCHEDULE 2.0 COMPLETED: 99%
<br /> SCHEDULE 3.0 SANITARY SEWER
<br /> I CONNECT TO EXISTING SANITARY SEWER EA 1.00 3,200.00 3.200.W 0.03 000 0% 1,00 3,200.00 100%
<br /> 2 CONNECT TO EXISTING SANITARY MH EA Loo 2,5(X).00 2,500.00 0.00 om 0% LW 2,500,00 Iw%
<br /> 3 8" PVC SANITARY SEWER (0-8') LF 1,600.00 12.70 20.32000 0.00 OAX) 0% 1,612.00 20.472,40 101%
<br /> 4 8' PVC SANITARY SEWER (8- 10 LF 1.000.W 14.70 14,700.00 ON 0 0% LOW.) 14.71X).00 I(x)%
<br /> 5 8' PVC SANITARY SEWER (10-12') LF 925.00 16.70 15,"7 50 0.00 000 0% 925.00 15.447.50 Wolk
<br /> 6 8' PVC SANITARY SEWER H 2-14') LF 1,250.00 18.70 23,375.00 0.00 0.00 0% 1,250,00 23,375.00 i00%
<br /> 7 8" PVC SANITARY SEWER (14-16') LF 900.00 20.70 18,630.00 0,00 0,00 0% 900.00 18.6300() 100%
<br /> 8 8* PVC SANITARY SEWER (16-18') LF 580,00 22.70 13,166.00 0.00 ON 0% 588,00 13,347.60 101%
<br /> 9 8' PVC SANITARY SEWER (18-20') LF 30.00 24.70 741.00 0.00 0.00 0% 30.00 74100 100%
<br /> 10 STANDARD MANI [OLE (0-8-) EA 49.00 1.1 low 54,390,00 000 0.00 0% 45.00 49.950,00 92%
<br /> 11 MANHOLE EXTRA DEPTH (>S') LF 190.00 7 LOG 13,490.00 oBu 0,00 0% 249.22 17,694.62 131%
<br /> 12 EXTERNAL ERNAL M AN HOLE SEAL FA 49.00 180.00 8,820.00 0.00 0.00 0% 14 (K) 2.520.00 29%
<br /> 13 8' . 4" PVC WYE EA 128.00 39.(X) 4,992.00 0.00 0.00 0% 128.00 499LOO I(X)%
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