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7 1" SERVICE CONNECTION Wl CURB STOP EA 40 105.00 0.00 0.00 0% 40.00 4,200.00 100% <br /> 8 V COPPER SERVICE PIPE LF 1600 6.55 0.00 0.00 0% 1,510.00 9,890.50 94% <br /> 9 GRANULAR FOUNDATION MATERIAL CY 600 0.01 0.00 om 0% 118.00 1.18 20% <br /> 10 GRANULAR BEDDING MATERIAL CY 600 0.01 0.00 0,00 oy 0.00 0.00 0% <br /> it IN-PLACE DENSITY TEST EA 45 50.00 0.00 0.00 0% 0.00 0.00 0% <br /> 12 PROCTOR TEST EA 2 13500 0.00 0.00 0% 0.00 0.130 0% <br /> T SCHEDULE 3.OWATERMAIN -TOTAL 0.00 78,263.83 <br /> Srbr;L?ULE 4.0 SANITARY SEWER <br /> I CONNECT TO EXISTING SANITARY SEWER EA 1 3,060.00 0.00 0,00 0% 1.00 3,060.w Im% <br /> 2 GUILD MANHOLE OVER EXISTING SANITARY EA 1 4,385.00 0.00 0.00 0% 1.00 4,385.00 100% <br /> 3 8" PVC (0-8 FT DEEP) LF 775 19.50 0.00 0.00 0% 68.00 1,326.00 9% <br /> 4 8" PVC (8-10 FT DEEP) LF 725 19.50 0.00 0.00 0% 1,184.00 23,088.00 163% <br /> 5 8" PVC (10-12 FT DEEP) LF 500 20.40 0.00 0.00 0% 572.00 11,668.80 114% <br /> 6 8" PVC (12-14 FT DEEP) LF 330 21.40 0.00 0.00 0% 510.00 10,914.00 155% <br /> 7 8" PVC (14-16 FT DEEP) LF 300 25.70 0.00 0.00 0% 229.00 3,859.60 76% <br /> 8 2" INSULATION SF 150 1.00 0.00 0.00 0% 488.00 488.00 325% <br /> 9 SANITARY MANHOLE (0-8') EA 13 1,435.00 0.00 0.00 0% 13.00 18,655.00 100% <br /> 10 MANHOLE EXTRA DEPTH (>8') LF 46 64.00 0.00 0.00 0% 39.58 2,533.12 86% <br /> 11 CONCRETE MANHOLE COLLAR EA 15 40.00 12,00 480.00 80% 12.00 480.00 80% <br /> 12 8" X 4" SERVICE WYE EA 40 27.00 0.00 0.00 0% 40.0() 1,080.00 100% <br /> 13 4" PVC SERVICE PIPE LF 1600 5.25 0.00 0.00 0% 1,829.00 9,602.25 114% <br /> 14 GRANULAR FOUNDATION MATERIAL CY 500 091 0.00 0.00 0% 0.00 om 0% <br /> 15 GRANULAR BEDDING MATERIAL CY 500 0.01 0.00 0.00 0% 206.00 2.06 41% <br /> 16 IN-PLACE DENSITY TEST EA 40 50.00 0.00 0.00 0% 0.00 0.00 0% <br /> 17 PROCTOR TEST EA 2 135.00 0.00 0.00 0% 0.00 0.00 0% <br /> T SCHEDULE 4.0 SANITARY SEWER -TOTAL 480.00 93,141.83 <br /> SCHEDULE 6.0 STORM SEWER <br /> 1 12" CLASS V RCP LF 195 28.65 0.00 0.00 0% 199.00 5,701.35 102% <br /> o:proj\260083m\260083#3 PAGE 3 160-083-30 <br />