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MOUNDS VIEW,MINNESOTA
<br /> BRONSON DR.
<br /> 32 FOOT WIDTH
<br /> TOTAL EDGEWOOD-QUINCY QUINCY-RAYMOND
<br /> EST. EST. EST.
<br /> ITEM UNITS UNIT PRICE QUANT TOTAL QUANT TOTAL QUANT TOTAL
<br /> iviOBILIZATIOiv L.S. 16,660.00 1 16,000.00 0.71 11,360.00 0.29 4,640.0u
<br /> FIELD OFFICE L.S. 4,000.00 1 4,000.00 0.71 2,840.00 0.29 1,160.00
<br /> REMOVE BIT PAVEMENT S Y 1.00 10607 10,607.00 8510 8,510.00 2097 2,097.00
<br /> REMOVE CONC.PAVEMENT SY 1.50 137 205.50 98 147.00 39 58.50
<br /> SAW BIT PAVEMENT L.F. 2.00 587 1,174.00 548 1,096.00 39 78.00
<br /> SAW CONC.PAVEMENT L.F. 2.50 175 437.50 125 312.50 50 125.00
<br /> WETLAND 1-8 CONS IRUCT ION L.S. 167,600.00 1 167,600.00 1 167,600.00 0.00_
<br /> COMMON EXCAVATION C.Y. 4.50 4306 19,377.00 3455 15,547.50 851 3,829.50
<br /> TOPSOIL BORROW C.Y. 7.00 290 2,030.00 252 1,764.00 38 266.00
<br /> WATER FOR DUST CONTROL MGAL 20.00 15 300.00 10 200.00 5100.00
<br /> AGGREGATE BASE CLASS 5 TON 8.00 4391 35,128.00 3523 28,184.00 868 6,944.00
<br /> 2341 WEARING COURSE TON 23.00 1284 29,532.00 1030 23,690.00 254 5,842.00
<br /> 2331 BASE COURSE TON 22.00 962 21,164.00 772 16,984.00 190 4,180.00
<br /> BIT.PATCH MATERIAL TON 50.00 37 1,850.00 34 1,700.00 3 150.00
<br /> BIT.MATERIAL FOR TACK GAL 2.00 530.31 1,060.62 425.48 850.96 104.83 209.66
<br /> REMOVE 4"FORCEMAIN L.F. 5.00 350 1,750.00 0.00 350 1,750.00
<br /> REMOVE 8"SANITARY SEWER L.F. 5.00 650 3,250.00 0.00 650 3,250.00
<br /> 4"PVC FORCEMAIN L.F. 18.00 350 6,300.00 0.00 350 6,300.00
<br /> 8"PVC SANITARY SEWER L.F. 20.00 650 13,000.00 0.00 650 13,000.00
<br /> CONNECT TO EXISTING MANHOLES EACH 300.00 7 2,100.00 0.00 7 2,100.00
<br /> CONNECT TO EXISTING LIFT STATION EACH 1,000.00 2 2,000.00 0.00 2 2,000.00
<br /> RECONNECT SANITARY SEWER SERVI( EACH 150.00 9 1350.00 0.00 9 1,350.00
<br /> 8"X4"PVC WYE EACH 50.00 9 450.00 0.00 9 450.00
<br /> 4"PVC SERVICE L.F. 10.00 297 2,970.00 0.00 297 2,970.00
<br /> REMOVE 6"CIP WATER MAIN L.F. 3.00 60 180.00 60 180.00 0.00
<br /> 6"DIP WATER MAIN L.F. 18.00 60 1,080.00 60 1,080.00 0.00
<br /> CONNECT TO EXISTING EACH 350.00 4 1,400.00 4 1,400.00 0.00
<br /> WATER MAIN HI 1INGS LBS 2.00 500 1,000.00 500 1,000.00 0.00
<br /> 6"GATE VALVE AND BOX EACH 500.00 1 500.00 1 500.00 0.00
<br /> ABANDON EXISTING STORM SEWER L.S. 4,000.00 1 4,000.00 0.5 2,000.00 0.5 2,000.00
<br /> 12"RCP L.F. 20.00 202 4,040.00 92 1,840.00 110 2,200.00
<br /> 15"RCP L.F. 22.00 662 14,564.00 602 13,244.00 60 1,320.00
<br /> 18"RCP L.F. 24.00 344 13,056.00 512 12,288.00 32 768.00
<br /> 24"RCP L.F. 28.00 400 11,200.00 400 11,200.00 0.00
<br /> 30"RCP L.F. 34.00 182 6,188.00 182 6,188.00 0.00
<br /> 42"RCP L.F. 70.00 967 67,690.00 0.00 967 67,690.00
<br /> DRAINAGE STRUCTURE(TYPE X) L.F. 170.00 28 4,760.00 17.5 2,975.00 10.5 1,785.00
<br /> DRAINAGE STRUCTURE(TYPE Y) L.F. 190.00 20.3 3,857.00 17.25 3,277.50 3.05 579.50
<br /> DRAINAGE STRUCTURE(TYPE C) L.F. 230.00 11.36 2,612.80 11.36 2,612.80 0.00
<br /> DRAINAGE STRUCTURE(TYPE C-1) L.F. 230.00 6.71 1,543.30 6.71 1,543.30 0.00
<br /> DRAINAGE STRUCTURE(TYPE D) L.F. 230.00 38.06 9,515.00 0.00 38.06 9,515.00
<br /> DRAINAGE STRUCTURE(TYPE D-1) L.F. 250.00 24.66 6,165.00 0.00 24.66 6,165.00
<br /> 24"RCP APRON W/TRASH GUARD EACH 900.00 1 900.00 0.00 1 900.00
<br /> 42"RCP APRON W/TRASH GUARD EACH 1,100.00 1 1,100.00 0.00 1 1,100.00
<br /> CASTING R-3067 EACH 250.00 18 4,500.00 11 2,750.00 7 1,730.00
<br /> CASTING R-1733 EACH 250.00 3 750.00 1 250.00 2 500.00
<br /> ADJUST RING AND FRAME CASTING EACH 120.00 8 960.00 5 600.00 3 360.00
<br /> ADJUST GATE VALVE EACH 100.00 20 2,000.00 14 1,400.00 6 600.00
<br /> RIP RAP CLASS III C.Y. 45.00 13.6 612.00 0.00 13.6 612.00
<br /> GEOTEXTILE FILTER FABRIC S.Y. 1.50 14 21.00 0.00 14 21.00
<br /> B618 CONCRETE CURB AND GUTTER L.F. 7.00 6521 45,647.00 5242 36,694.00 1279 8,953.00
<br /> 5'CONCRETE SIDEWALK S.F. 2.00 17703 35,406.00 17703 35,406.00 0 0.00
<br /> 6"CONCRETE DRIVEWAY S.Y. 25.00 98 2,450.00 70 1,750.00 28 700.00
<br /> TRAFFIC CONTROL L.S. 2,000.00 1 2,000.00 0.71 1,420.00 0.29 580.00
<br /> SOD TYPE LAWN S.Y. 2.50 2609 6,522.50 2268 5,670.00 341 852.50
<br /> SUBTOTALS $599,855.22 $428,054.56 $171,800.66
<br /> 10%CONTINGENCIES 59,985.52 42,805.46 17,180.07
<br /> EST.CONSTRUCTION $659,840.74 $470,860.02 5188,980.73
<br /> 25%ENG.,LEGAL,
<br /> ADMIN.,FISCAL 164,960.19 117,715.00 47,245.18
<br /> LAND ACQUISTION 150,000.00 150,000.00
<br /> EST.PROJECT COST $974,800.93 $738,575.02 $236,225.91
<br /> MOUND9603 PAGE NO.1
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