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ENGINEER'S ESTIMATE -ALTERNATIVE NO, 1
<br />PREFERRED POWDER COATING
<br />CITY OF ELK RIVER
<br />ITEM
<br />NO.
<br />SPEC.
<br />REF.
<br />DESCRIPTION
<br />UNIT
<br />UNIT
<br />COST
<br />TOTAL
<br />ESTIMATED
<br />QUANTITY
<br />TOTAL
<br />ESTIMATED
<br />COST
<br />1
<br />2021.501
<br />MOBILIZATION
<br />LUMP SUM
<br />$15,000.00
<br />1
<br />$15,000
<br />-
<br />2
<br />-_- -
<br />2104.501
<br />--
<br />REMOVE CURB -- _..--- __.. -- _ - -- -
<br />-- LIN FT --
<br />- $3.00..__
<br />__.156 -. -
<br />-- ---$468
<br />3
<br />2104.604
<br />SALVAGE CONCRETE PAVEMENT
<br />SQ YD
<br />$50.00
<br />44
<br />$2,200
<br />4
<br />2105.501
<br />COMMON EXCAVATION (EV) (P)
<br />CU YD
<br />$5.00
<br />16,727
<br />$83,635
<br />5
<br />2105.505
<br />MUCK EXCAVATION
<br />CU YD
<br />$6.00
<br />2,013
<br />$12,078
<br />6
<br />2105.521
<br />GRANULAR BORROW (LV)
<br />CU YD
<br />$9.00
<br />8,962
<br />$80,658
<br />7
<br />2211.501
<br />AGGREGATE BASE CLASS 5
<br />TON
<br />$12.50
<br />3,590
<br />$44,875
<br />8
<br />2357.502
<br />BITUMINOUS MATERIAL FOR TACK COAT
<br />GALLONS
<br />$3.00
<br />524
<br />$1,572
<br />9
<br />2360.501
<br />TYPE SP 9.5 WEARING COURSE MIXTURE (2,B)
<br />TON
<br />$68.00
<br />1,171
<br />$79,628
<br />10
<br />2360.501
<br />TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,B)
<br />TON
<br />$65.00
<br />1,489
<br />$96,785
<br />11
<br />2411.507
<br />CONCRETE FLUME
<br />EACH
<br />$400.00
<br />2
<br />$800
<br />12
<br />2411.618
<br />MODULAR BLOCK RETAINING WALL
<br />SQ FT
<br />$20.00
<br />4,130
<br />$82,600
<br />13
<br />2531.501
<br />CONCRETE CURB & GUTTER DESIGN B612
<br />LIN FT
<br />$11.00
<br />2,366
<br />$26,026
<br />14
<br />2531.507
<br />6" CONCRETE DRIVEWAY PAVEMENT
<br />SQ FT
<br />$4.00
<br />1,000
<br />$4,000
<br />15
<br />2531.604
<br />7" CONCRETE VALLEY GUTTER
<br />SQ YD
<br />$40.00
<br />64
<br />$2,560
<br />16
<br />2563.601
<br />TRAFFIC CONTROL
<br />LUMP SUM
<br />$500.00
<br />1
<br />$500
<br />17
<br />2571.501
<br />INFILTRATION POND PLANTINGS
<br />LUMP SUM
<br />$20,000.00
<br />1
<br />$20,000
<br />18
<br />2573.502
<br />SILT FENCE, TYPE MACHINE SLICED
<br />LIN FT
<br />$3.00
<br />3,407
<br />$10,221
<br />19
<br />2573.530
<br />STORM DRAIN INLET PROTECTION
<br />EACH
<br />$500.00
<br />1
<br />$500
<br />20
<br />2573.602
<br />TEMPORARY ROCK CONSTRUCTION ENTRANCE
<br />EACH
<br />$1,000.00
<br />1
<br />$1,000
<br />21
<br />2575.502
<br />WETLAND SEED MIX WITH COVER CROP
<br />ACRE
<br />$5,000.00
<br />1.2
<br />$6,000
<br />22
<br />2575.505
<br />SODDING TYPE LAWN
<br />SQ YD
<br />$3.50
<br />3,510
<br />$12,285
<br />23
<br />2575.532
<br />FERTILIZER TYPE 1
<br />POUND
<br />$1.00
<br />220
<br />$220
<br />24
<br />2582.502
<br />4" SOLID LINE YELLOW - PAINT
<br />LIN FT
<br />$0.50
<br />2,100
<br />$1,050
<br />25
<br />2501.515
<br />24" RC PIPE APRON
<br />EACH
<br />$750.00
<br />1
<br />$750
<br />26
<br />2503.541
<br />15' RC PIPE SEWER DESIGN 3006 CL V
<br />LIN FT
<br />$28.00
<br />116
<br />$3,248
<br />27
<br />2503.541
<br />24" RC PIPE SEWER DESIGN 3006 CL III
<br />LIN FT
<br />$48.00
<br />22
<br />$1,056
<br />28
<br />2503.602
<br />CONNECT TO EXISTING STORM SEWER
<br />EACH
<br />$500.00
<br />1
<br />$500
<br />29
<br />2506.502
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1
<br />EACH
<br />$1,000.00
<br />1
<br />$1,000
<br />30
<br />2506.502
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 2
<br />EACH
<br />$1,500.00
<br />2
<br />$3,000
<br />31
<br />2506.502
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 3
<br />EACH
<br />$2,000.00
<br />1
<br />$2,000
<br />32
<br />2506,502
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 -4020
<br />EACH
<br />$1,500.00
<br />1
<br />$1,500
<br />33
<br />2506.516
<br />CASTING ASSEMBLY
<br />EACH
<br />$500.00
<br />2
<br />$1,000
<br />34
<br />2511.501
<br />RANDOM RIPRAP CLASS II - FIELD STONE
<br />CU YD
<br />$80.00
<br />35
<br />$2,800
<br />35
<br />2503.602
<br />PIPE PLUG
<br />EACH
<br />$100.00
<br />1
<br />$100
<br />36
<br />2503.602
<br />6 "X6" PVC WYE SDR 26
<br />EACH
<br />$200.00
<br />1
<br />$200
<br />37
<br />2503.602
<br />CONNECT TO EXISTING SANITARY SEWER
<br />EACH
<br />$500.00
<br />1
<br />$500
<br />38
<br />2503.602
<br />6" CLEANOUT ASSEMBLY
<br />EACH
<br />$750.00
<br />1
<br />$750
<br />39
<br />2503.603
<br />6" PVC SANITARY SERVICE PIPE SDR 26
<br />LIN FT
<br />$20.00
<br />80
<br />$1,600
<br />40
<br />2503.608
<br />DUCTILE IRON FITTINGS
<br />POUND
<br />$3.00
<br />464
<br />$1,392
<br />41
<br />2503.608
<br />6" WATERMAIN DUCTILE IRON CL 52
<br />LIN FT
<br />$28.00
<br />442
<br />$12,376
<br />42
<br />2503.608
<br />8" WATERMAIN DUCTILE IRON CL 52
<br />LIN FT
<br />$33,00
<br />102
<br />$3,366
<br />43
<br />2504.602
<br />6" GATE VALVE AND BOX
<br />EACH
<br />$1,300.00
<br />1
<br />$1,300
<br />44
<br />2504.602
<br />8" GATE VALVE AND BOX
<br />EACH
<br />$1,800.00
<br />1
<br />$1,800
<br />45
<br />2504,602
<br />CONNECT TO EXISTING WATERMAIN
<br />EACH
<br />$500.00
<br />1
<br />$500
<br />46
<br />2504.602
<br />1HYDRANT
<br />EACH
<br />$3,200.00
<br />1
<br />53,200
<br />47
<br />2504.603
<br />1HYDRANT RISER
<br />LIN FT
<br />$545.00
<br />1
<br />$545
<br />$629,144
<br />S:\ PRIVATE \370013788\3788,01 \378801Eng Estimate.xls
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