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<br />. Jul 15 2004 12: 28
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<br />BONESTROO ROSENE ANDERLIK 6516361311
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<br />1".2
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<br /> Contract Unit. Current Quanllly AmOunt .
<br />No, llem Unit Quantity Price Quantity laDate to Date
<br /> PART 1 - SANITARY SEWER:
<br />1 CONNECT TO EXISTING MANHOLE EA 1 1000.00 1 $1,000.00
<br />2 G" PVC SANITARY SEWER, SOR 35 IF 2120 16.99 2112 $35,882.86
<br />3 4' DIAMETER SANITARY MH. S' DEEP EA 11 1366.65 11 $15,055.15
<br />4 4' DIAMETIOR SANITARY MANHOLE OVERDEPTH LF 46 103.53. 49.15 $5.068.50
<br />5 IMPROVED PIPE fOUNDATION IF 2120 . 3.20 $0.00
<br />6 Cl.OSED CIRCUIT TV INSPECTION IF 2120 0.84 $0.00
<br /> Total PART 1 - SANITARY SEWER: $57.026.53
<br /> PART 1. SANlTARYSEWIOR:. Bid Amount Total- $65,184.19
<br /> PART 2 - WATfR MAIN:
<br />7 CONNECT TO EXlSTlNG 12" WATER MAIN I'A 1 1159.75 1 $1,159.75
<br />8 CONNECT TO EXISTING 8" WATER MAIN EA 1 1159.75 1 $1,159.75
<br />9 8" PVC WATER MAIN IF 2000 13.95 2031 $26,332.45
<br />10 6" PVC WATER MAIN IF 375 12.09 374 $4.521.66
<br />11 6' GATE VALVE AND BOX EA 1 626.11 1 $626.11
<br />12 8' GATE VALVE AND BOX EA 8 810.36 5 $4,051.80
<br />13 8" PVC WATER MAIN, JACKEDW/STEEL CASING IF 65 157.07 65 $8.633.85
<br />14 SALVAGE AND RBNSTALL HYDRANTNAlVE. EA 1 909.75 1 $909.75
<br />15 HYDRANT WITH VAl.VE I'A 6 2206.80 6 $13,240.80
<br />16 DUCTILE IRON FITTINGS LEI 4600 0.92 50 4386 $4,035.12
<br />17 e" PIPE RESTRAINT EA 24 41.95 24 $1.006.80
<br />18 8" PIPE RESTRAINT EA 45 52.93 45 $2,381.,85
<br />19 IMPROVED PIPE FOUNDATION IF 500 3.20 $0.00
<br /> Tolal PAR, 2 - WATER MAIN: $70,064.69
<br /> PART 2 - WATER MAIN: - Bid Amount Total-$72.251.57
<br /> PART 3 . SERVICES:
<br />20 '" CORPORATION STOP EA 35 70.01 35 $2,460.35
<br />21 1" CURB STOP AND BOX EA 35 128.90 35 $4,511.50
<br />22 1" TYPE "K" COPPER WATER SERVICE LF 1500. 7.44 1435 $10,678.40
<br />23 8" X 4" PVC WYE EA 35 104.82 35 $3,666.70
<br />24 4" PVC, SCH. 40 SERVICE PIPE l.f 1460 8.29 1525 $12,642.25
<br />25 INSULATION. 2" THICK. SF 640 1.85 222 272 $503.20
<br /> Total PART 3 - SERVICES: $34,452.40
<br /> PART 3 - SERVICES:- Bid Amount Total- :135.077.95
<br /> PART 4 " STORM SEWER:
<br />26 12" RCP STORM SEWER, CLASS 5 LF 300 22.15 164 296 $6,556.40
<br />27 15" RCP STORM SEWER, Cl.ASS 5 l.F 550 21.68 250 551 $11,945.68
<br />28 1S" RCPSTORMSEWER. CLASS 5 LF 750 23.73 370 750 $17,797.50
<br />29 21" RCP STORM SEWER, CLASS 4 l.F 400 26.86 402 $10.797.72
<br />30 21" PVC STORM SEWER, SDR 26 LF 71 41.97 71 $2,979.87
<br />31 27" RCP STORM SEWER. CLASS 3 l.F 169 35.51 169 $6,001.19
<br />32 12" RCP FLARED END SECTION I'A 1 353.98 1 $353.98
<br />33 1B" FLARED END SECTION I'A 2 398.71 2 $797.42
<br />34 21" FLARED END SECTION I'A 2 448.20 2 $696.40
<br />35 27" FLARED END SECTION EA 1 509.97 1 $509.97
<br />36 CLASS III RANDOM RIPRAP CY 40 70.00 60 60 $4,200.00
<br />37 2'X3'CEl SA 4 1078.97 1 4 $4,315.88
<br />38 4' DIAMETER STORM CBMH SA 9 1397.40 4 9 $12,576.60
<br />39 5' DIAMETER STORM SewER MH I'A 1 2247.27 1 $2,24727
<br />40 4" DIAMEl'ERSTORM SEWER MH EA :'.I 1427.22 2 :'.I $4,281.86
<br />41 4" DIA. MH OVERDEPTH LF 6.5 103.53 6041 6.41 $663.63
<br />42 OUTlEl' CONTROL STRUCTURE (S5015) I'A 1 1719.43 1 1 $1,719.43
<br />43 OUTLET CONTROL STRUCTURE (S5018 AND 19) I'A 2 1571.50 2 2 $3,343.00
<br />44 SEEDING, INCL- SEED, FERTILIZER. MULCH, AND DISK
<br /> ANCHOR AC 0.25 2729.50 $0.00
<br />45 SILT FENCE, REGULAR LF 200 4.12 $0.00
<br /> Tolal PART 4 - STORM SEWER: $91,983.60
<br /> PART 4- STORM SEWER: - Bid Amount Total- $92,112.49
<br /> PART 5- STREETS:
<br />46 MOElILlZATION lS 1 9106.00 0.1 0.85 $7.740.10
<br />47 SUBGRAOE PREPARATION - STREET BY 9500 0.50 .9500 9500 $4,750.00
<br />48 SUBGRADE PREPARATION. TRAIL BY 1300 0.67 $0.00
<br /> 616"03132RG:Q3.xI$
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