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ENGINEERS ESTIMATE FOR: ZANE AVENUE IMPROVEMENTS (815640J)
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<br /> CITY OF ELK RIVER, MINNESOTA
<br />
<br /> S~'HEDllLE 1.0 ZANE AVENUE
<br />2021.501MOBILIZATION LS I 30,000.00 ff42
<br />2101.501CLEARING ACRE 0.10 3,000.OO 0.06
<br />2101 502CLEARINQ TREE 5 250.00 3 O0
<br />2101.506GRUBBING ACRE 010 3,000.00 006
<br />2101.507GRUBBING TREE 5 200.00 300
<br />2104501 REMOVE SEWER P1PE (STORM) LF 23 5.00 13.80
<br />2104501 REMOVE SEWER PIPE (SAN) LF 40 5.00
<br />2104.501REMOVE CURB AND GUTTER LF 2,101 300 1,260.60
<br />2 ~04.501 REMOVE FENCE LF 90 2 50 54.00
<br />2104503 REMOVE BITUMINOUS PAVEMENT SY 7,792 400 4,675 20
<br />2104.505REMOVE CONCRETE SLAB SF 189 450 113.40
<br />
<br />2104 509 REMOVE CATCH BASIN EA I 150 OO 060
<br />
<br />2104 523 SALVAGEMAIL BOX EA 1 5000 060
<br />
<br />2104 523SALVAGE SIGN (COMMERCIAL) EA I 2,00000 0.60
<br />
<br />2104 523 SALVAGE LIGHTING UNIT EA 16 200.00 9.60
<br />
<br />2t05 501COMMON EXCAVATION (P) CY 2,950 500 1,770.00
<br />2105 501COMMON EXCAVATION (SPECIAL) LS 1 10,000 OO 1.00
<br />2105525 TOPSOIL BOP..ROW (P) CY 1,878 IO00 1,12680
<br />2211 501AGGREGATE BASE CLASS 5 TON 1,500 1000 900.00
<br />2232 501MILL BITI-,rMINOUS SURFACE (1 5") SY 24 500 14 40
<br />2350501 TYPE MV 3 WEARING COURSE MIXTURE TON 370 35.00 22Z00
<br />2350.502TYPE LV 3 NON WEARING COURSE MIXTURE TON 370 33.00 22200
<br />
<br />2357502 B[TUIVl]NOUS MATERIAL FOR TACKCOAT GAL 129 2.00 77.40
<br />
<br />2503541 15" RC PIPE CLASS V LF 32 2700
<br />2503 54118" RC PIPE CLASS III LF 148 2900
<br />
<br />2503.602CONNECT TO EXISTING MANHOLES (SAN) EA I 500.00
<br />2503.6036" PVC PIPE SEWER LF 58 30.00
<br />2503.6038" PVC PIPE SEWER LF 1,074 32.00
<br />2504.602CONNECT TO EXISTING WATERMAIN EA I 500.00
<br />2504.602INSTALL HYDRANT & VALVE EA 4 2,000.00
<br />2504.6036" WATERMAIN-DUCT IRON LF 52 16.00
<br />2504.603lO" WATERMAIN-DUCT IRON LF 1,158 24.00
<br />2504.62 DUCTILE 1RON FITTINGS LB 3,008 200
<br />2506.502CONSTRUCT DRAINAGE STRUCTURE 48-4020 EA 2 1,20000
<br />2506 522ADJUST FRAME & RING CASTING EA I 150.00 0.60
<br />2506602 CONNECT TO EXISTING DRAINAGE STRUCTURE EA I 500.00
<br />2506.602CONSTRUCT SANITARY MANHOLES EA 7 1,500.00
<br />
<br />12,600 O0
<br />
<br /> 180.00
<br />
<br /> 750.00
<br />
<br /> 18000
<br />
<br /> 600.00
<br />
<br /> 6900
<br />
<br />3,781.80
<br />
<br /> 135.00
<br />
<br />18,700.80
<br />
<br /> 510.30
<br />
<br /> 90.00
<br />
<br /> 30.00
<br />
<br /> 1,200,00
<br />
<br /> 1,920.00
<br />
<br />8,850 00
<br />
<br />10,000.00
<br />
<br />11,268.00
<br />
<br />9,000.00
<br />
<br /> 72.00
<br />
<br />7,770.00
<br />
<br />7,326.00
<br />
<br /> 154.80
<br />
<br />90 O0
<br />
<br /> 0.58 $ 17,400.~O $ 30,000.0~
<br /> 0.04 $ 120.00 $ 300.00
<br /> 2.00 $ 500.00 $ 1,250. OO
<br /> 004 $ 120.00 $ 300.00
<br />
<br /> 2.00 $ 400 O0 $ I,OO0.O0
<br /> 9 20 $ 46.00 $ 115.OO
<br />
<br />4000 $ 20~.00 $ 200.00
<br />840.40 $ 2,521.20 $ 6,303.00
<br />36.00 $ 90.00 $ 22500
<br />3,116.80$ 12,467 20 $ 31,168.OO
<br />7560 $ 340.20 $ 850.50
<br />040 $ 60.00 $ 150.00
<br />040 $ 20.00 $ 50 O0
<br />0.40 $ 80000$ 2,000.00
<br />6.40 $ 1,280.00 $ 3,200.00
<br />1,180.00$ 5,900.00 $ 14,750.00
<br />
<br /> 0.00 $ $ I 0,000.00
<br />
<br />751.20 $ 7,512.00 $ 18,780.0~
<br />600.00 $ 6,000.00 $ 15,000.00
<br />9.60 $ 48.00 $ 12000
<br />148.00 $ 5,18000 $ 12,950.0<)
<br />148.00 $ 4,884 O0 $ 12,210.00
<br />51.60 $ 103.20 $ 25800
<br />32.00 $ 864 OO $ 864.00
<br />148.00 $ 4,29200 $ 4,292.00
<br />1.00 $ 50000 $ 500.00
<br />58.00 $ 1,740.00 $ 1,740.00
<br />1,074.00$ 34,368.00 $ 34,368.00
<br />1.00 $ 500.00 $ 500.00
<br />400 $ 8,000.00 $ 8,000.00
<br />52 O0 $ 832.00 $ 832.00
<br />1,158.00$ 27,792 00 $ 27,79200
<br />3,008.00$ 6,O16.00 $ 6,O16 OO
<br />2.00 $ 2,400,00 $ 2,400.00
<br />0.40 $ 60.00 $ 150.00
<br />1.00 $ 500.0<) $ 500.00
<br />
<br /> 7.00 S 10,50000 $ 10,500.00
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