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ENGINEER'S ESTIMATE-ALTERNATIVE NO.'I
<br /> PREFERRED POWDER COATING
<br /> CITY OF ELK RIVER
<br /> _ ..
<br /> T r- _
<br /> 1 I
<br /> ITEM SPEC. UNIT ES
<br /> Na REF. DESCRIPTION
<br /> ---1 UNIT COST
<br /> TOTAL TOTAL
<br /> ESTIMATED ESTIMATED
<br /> COST
<br /> 7021,501 MOBILIZATION LUMP SUM 515,000.00 1 515,000
<br /> 2 2104501 REMOVE CURB LIN FT $3.00 156 5468
<br /> . _.,
<br /> 3 2104.604 SALVAGE CONCRETE PAVEMENT _ SO YD $50.00 44 52.200
<br /> 2105.501 COMMON EXCAVATION(CV)(P)
<br /> El
<br /> Cu YD
<br /> 2105.506 MUCK EXCAVATION
<br /> CU YD $5.00 16,727
<br /> 56.00
<br /> 2,013 $83,635
<br /> $12.078
<br /> ing 2105.521 GRANULAR BORROW(.V) CU YD 59.00 8,962 580.658
<br /> MI 2211.501 AGGREGATE BASE CLASS 5 TON 512.50 3.590 $44.875
<br /> 8 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLONS $3.00 524 $1.572
<br /> 9 2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE 12.0) TON 568.00 1,171 $79,028
<br /> -I
<br /> 10 2360.501 TYPE SP 12.5 NON WEARING COURSE MIXTURE(2,61 TON • 565.00 1,489 596,785
<br /> .,-
<br /> IMO. 2411.507 CONCRETE FLUME EACH $400.00 2 $800
<br /> 2411.618 MODULAR BLOCK RETAINING WALL
<br /> IIN
<br /> 2531.501 CONCRETE CURB&GUTTER DESIGN 6612 LI
<br /> SQ FT
<br /> _ $20.00
<br /> _I N FT
<br /> $11.00 4,130 $82,600
<br /> 2,366 $25,026
<br /> mai 2531.507 6"CONCRETE DRIVEWAY PAVEMENT SQ FT $4.00 1,000 54.000
<br /> 2531.604 7"CONCRETE VALLEY GUTTER SO YD $40.00 64 52.560
<br /> 16 2563.601 TRAFFIC CONTROL LUMP SUM $500.00 1 5500
<br /> Ma 2571.501 INFILTRATION POND PLANTINGS LUMP SUM 529.000.00 1 - 520,000
<br /> nom 2573.502 SILT FENCE,TYPE MACHINE SLICED - LIN L. 53.00 3,407 $10,221
<br /> 19 '2573.530 STORM DRAIN INLET PROTECTION EACH 5500.00 1 $500
<br /> 20 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH 51.000.00 1 $1,000
<br /> 21 2575.502 WETLAND SEED MIX WITH COVER CROP ACRE 55.000.00 1.2 56,000
<br /> all 2575.505 SODDING TYPE LAWN
<br /> SQ YD i---1 $3.50 3,510 $12,285
<br /> 2575.532 FERTILIZER TYPE 1 POUND $1.00 220 $220
<br /> ign 2582.502 4'SOLID LINE YELLOW•PAINT LIN FT $0.50 2,100 51.050
<br /> in2501.515 24 RC PIPE APRON EACH $750.00 1 $750
<br /> 2503.541 15'RC PIPE SEWER DESIGN 3006 Cl..V LIN FT 528.00 116 $3,248
<br /> Km 2503.541 24"RC PIPE SEWER DESIGN 3006 CL.III UN FT $48.00 22 $1,056
<br /> 28 2503.602 CONNECT TO EXISTING STORM SEWER EACH $500.00 1 $500 -
<br /> 29 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL! EACH $1,000.00 1 51,000
<br /> 30 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 2 EACH $1,500.00 2 $3,000
<br /> Nam 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 3 . EACH 52,000.00 1 $2,000
<br /> 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020
<br /> gi
<br /> EACH
<br /> 2506.516 CASTING ASSEMBLY
<br /> EACH $1,500.00 1
<br /> 5500,00
<br /> 2 51,500
<br /> $1,000
<br /> Egg 2511.501 RANDOM R)PRAP CLASS II-FIELD STONE CU YD $80,00 35 $2,800
<br /> wag 2503.602 PIPE PLUG -__ EACH $100.00 1 $100
<br /> 36 2503.602 6")(6-PVC WYE SDR 26 EACH 5200.00 1 5200
<br /> Ma 2503.602 CONNECT TO EXISTING SANITARY SEWER . EACH $500.00 1 $500
<br /> 38 2503.602 6'CLEANOUT ASSEMBLY EACH S750.00 1 5750
<br /> 39 2503.603 6 PVC SANITARY SERVICE PIPE SDR 26 LIN FT $20.00 80 . $1,600
<br /> 40 2503.608 DUCTILE IRON FITTINGS POUND $3.00 464 $1,392
<br /> 2503.608 6"WATERMAIN DUCTILE IRON CL 52 UN FT $28.00 442 $12.376
<br /> a2503.608 8"WATERMAIN DUCTILE IRON CL 52 LIN FT $33.00 102 $3,366
<br /> 2504.602 5"GATE VALVE AND BOX EACH $1,300.00 1 $1,300
<br /> gun 2504.602 8'GATE VALVE AND BOX EACH $1,800.00 1 51,800
<br /> 45 2504.602 CONNECT TO EXISTING WATERMAIN EACH $500.00 1 $500
<br /> 48 2504,602 HYDRANT EACH $3,200.00 1 53,200
<br /> 47 2504.603 HYDRANT RISER LIN FT $545.00 1 5545
<br /> --.-,
<br /> 5629,144
<br /> SAPRIVATE i 37001378813788,014378801E0g Es)irnate.xls
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