ILRBX s : p s x � ' t 1 Y : v ;` x t +€ r >,s. 'a ;Ri<kw:'��' t? K< A'r�ds' >`#4s `isL.i`>' <; 3:y? <: ,�6 >,° �( .�: ��'•., . � .:
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<br /> :_...:....:.>:...>».,• a <.. >,...:: *s,.;a <.r,,.e- ..:.:.. .., .<...;..g ¢rx E.e ^a' >nx... �::a'e:::.: >x1i:£ % ... ., Tu. Sx>:x:.
<br /> 21 PROCTOR TEST EA 4 100.00 400.00 0.00 0.00 0% 2.00 200.00 50%
<br /> 22 INPLACE DENSITY TEST EA 25 48.00 1,200.00 0.00 0.00 0% 21.00 1.008.00 84%
<br /> T SCHEDULE 1.0 STREET CONSTRUCTION - TOTAL 476,164.55 39,730.50 350,400.93
<br /> PERCENTAGE OF SCHEDULE 1.0 COMPLETED: 74%
<br /> S=DULE 0 WATERMAIN
<br /> 1 CONNECT TO EXISTING WATERMAIN EA 2 950.00 1,900.00 0.00 0.00 0% 2.00 1 100%
<br /> 2 6" PVC WATERMAIN LF 1075 10.00 10,750.OD 0.00 0.00 0% 1,075.00 10,750.00 100%
<br /> 3 8' PVC WATERMAIN LF 3550 12.35 43,842.50 0.00 0.00 0% 3,411.00 42,125.85 96%
<br /> 4 12" PVC WATERMAIN LF 3110 18.00 55,980.00 0.00 0.00 0% 3,110.00 55,980.00 100%
<br /> 5 6" GATE VALVE & 13OX EA 8 460.00 3 0.00 0.00 0% 4.00 1,840.00 50%
<br /> 6 8' GATE VALVE & BOX EA 4 610.00 2,440.00 O.OD 0.00 0% 6.00 3 150%
<br /> 7 12' BUTTERFLY VALVE & BOX EA 4 915.00 3,660.00 0.00 0.00 0% 7.00 6,405.00 175%
<br /> 8 HYDRANT WNALVE EA 17 1,265.00 21,505.00 O.OD 0,00 0% 17.00 21,505,00 100%
<br /> 9 HYDRANT EXTENSION LF 3 245.00 735.00 0.00 0,00 0% D,00 O.OD 0%
<br /> 10 FITTINGS LB 15000 1.50 22,500.00 0.00 000 0% 14,965.00 22,447.50 100%
<br /> 11 WATER SERVICE CONNECT W /CURB STOP EA 128 136.00 17,408.00 0.00 0.00 0% 128,00 17,408.00 100%
<br /> 12 V COPPER SERVICE PIPE LF 4500 7.70 34,650.00 0.00 000 0% 4,59600 35,389.20 102%
<br /> 13 2' INSULATION SY 50 17.00 850.00 0.00 0.00 0% 45,80 778.60 92%
<br /> 14 GRANULAR FOUNDATION MATERIAL LF 7000 3.25 22,750.00 0.00 0.00 0% 7,000.00 22,750.00 100%
<br /> 15 PROCTOR TEST EA 1 100.00 100.00 0.00 0.00 0% 1.00 100.00 100%
<br /> 16 INPLACE DENSITY TEST EA 70 48.00 3,360.00 0.00 0.00 0% 25.00 1.200.00 36%
<br /> T SCHEDULE 2.0 WATER&" -TOTAL 246,110.50 0.00 244,239.15
<br /> PERCENTAGE OF SCHEDULE 2.0 COMPLETED: 99%
<br /> SCHEDULE 3.0 SANITARY SEWER
<br /> 1 CONNECT TO EXISTING SANITARY SEWER EA I 3,200.00 3,200.00 0.00 0.00 0% 1.00 3,201).00 100%
<br /> 2 CONNECT TO EXISTING SANITARY MR EA 1 2,500.00 2,500.00 0.00 0.00 0% 1.00 2,500.00 100%
<br /> 3 S' PVC SANITARY SEWER (0-8') LF 1600 12.70 20,320.00 0.00 0.00 0% 1,612.00 20,472.40 101%
<br /> 4 8" PVC SANITARY SEWER (8 -10') LF 1000 14.70 14,700.00 0.00 0.00 0% 1,000.00 14,700.00 100%
<br /> 5 8' PVC SANITARY SEWER (10 -12') LF 925 16.70 15,447.50 0.00 0.00 0% 925.00 15,447.50 100%
<br /> 6 8' PVC SANITARY SEWER (12 -14 LF 1250 18.70 23,375.00 0.00 0.00 0% 1,250.00 23,375.00 100%
<br /> 7 8" PVC SANITARY SEWER (14 -16') LF 900 20.70 18,630.00 0.00 0.00 0% 900.00 18,630.00 100%
<br /> 8 S' PVC SANITARY SEWER (16 -18) LF 580 22.70 13,166.00 0.00 0.00 0% 588.00 13,347.60 101%
<br /> 9 8" PVC SANITARY SEWER (15 -20') LF 30 24.70 741.00 0.00 0.00 0% 30.00 741.00 100%
<br /> 10 STANDARD MANHOLE (0$') EA 49 1,110.00 54,390.00 0.00 0.00 0% 45.00 49.950.00 92%
<br /> 11 MANHOLE EXTRA DEPTH (>8') LF 190 71.00 13,490.00 0.00 0.00 0% 249.22 17,694.62 131%
<br /> 1
<br /> n:lclericeR260N260078k7.xls PAGE 260 S -30
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