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<br /> P: \02- 621 -10 \Documents \Road & Bridge Design \estimate \01- 16- 2014_SEQ 21 Share_25 %_75 %.xlsx
<br /> 01/17/2014 1:58 PM
<br /> - r7ij Ld EXHIBIT "B" 60% ENGINEER'S ESTIMATE OF PROBABLE CONSTRUCTION COSTS
<br /> EXHIBIT "B" = 60% Estimated Cost Share CSAH 21 (CENTERVILLE ROAD) FROM CSAH 34 (BIRCH ST.) TO CSAH 14 (MAIN ST.)
<br /> EXHIBIT "C "= Cost Shering Agreement 01 -17 -2014 - 8' Bit Trail
<br /> by MARIO 01- 13.2014 NON - PARTIC
<br /> STATE AID PARTICIPATING STORM SEWER (D)
<br /> TOTAL COUNTY OF ANOKA-25.0% LOCAL
<br /> UNIT PROJECT QUANTITY COUNTY OF ANOKA CITY OF CENTERVILLE SAP 002 -621 -010 COUNTY OF ANOKA CITY OF CENTERVILLE
<br /> ITEM UNIT PRICE SAP 002-021 -010 SAP 002621 -010 CE 0%
<br /> ITEM (
<br /> DESCRIPTION (A) (B) C ) SAP 002. 621 -0� CP 002 - 621 -010 SAP 002. 621 -010 (G)
<br /> NO. E F
<br /> QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT
<br /> LUMP SUM $80.000.00 1 $0.000.00 0.662 E52 0X80 S1 00 0.103D AO
<br /> 2021:501 MOSKJZATIDN EA04 $8.0M IDD 1 000a 0:862 02900 $11 88000 0.1030 $824470
<br /> '.90
<br /> 1i FEW OFFICE TYPE D
<br /> HOUR $1.00 1 $1.00 1 $1.00
<br /> 2041.610 TRAINEES
<br /> 2101.501 CLEARING ACRE $1,800.00 0.65 $1,170.00 0.65 $1,170.00
<br /> 2101.502 CLEARING TREE $50.00 131 $6,550.00 131 $6,550.00
<br /> 2101.506 GRUBBING = $1,600.00 0. $1,040.00 0.65 $1,040.00 2101.507 GRUBBING $40.00 107 $4,280.00 107 $4,280.00 2104.501 REMOVE PIPE CULVERTS $1000 1,494 $14,940.00 1,454 $14,540.00 40 $400.00
<br /> 2104.501 REMOVE PIPE SEWERS $10.00 182 $1,820.00 182 $1,820.00
<br /> 2104.501 REMOVE CURB AND GUTTER $2.50 937 $2,342.50 937 $2,342.50
<br /> 30 $90.00 30 $90.00
<br /> 2104.501 REMOVE BITUMINOUS CURB LIN FT $3.00
<br /> 2104.501 REMOVE RETAINING WALL LIN FT $10.00
<br /> 2104.501 REMOVE FENCE LIN FT $3.20 176 $563.20 176 $563.20
<br /> 2104.503 REMOVE BITUMINOUS WALK SO FT $0.90 1,151 $1,035.90 1,151 $1,035.90
<br /> 2104.503 REMOVE CONCRETE WALK SO FT $0.90 4,948 $4,452. 4,948 $4,452.91
<br /> 91
<br /> 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD $6.00 123 $738.00 123 $738.00
<br /> 2104.505 REMOVE BITUMINOUS PAVEMENT SO YD $2.00 12,658 $25,316.00 12,658 $25,316.00
<br /> 2104.509 REMOVE PIPE APRON EACH $210.00 53 $11,130.00 53 $11,130.00
<br /> EACH $2,500.00 1 $2,500.00 0.75 $1,875.00 0.25 $625.00
<br /> 2104.509 REMOVE HEAD WALL
<br /> EACH $250.00 9 $2,250.00 9 $2,250.00
<br /> 2104.509 REMOVE MANHOLE OR CATCH BASIN
<br /> 2
<br /> EACH $150.00 1 $150.00 1 $150.00
<br /> 104.509 REMOVE BITUMINOUS FLUME
<br /> 2104.511 SAWING CONCRETE PAVEMENT (FULL DEPTH) LIN FT $5.00 52 $260.00 52 $260.00
<br /> 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT $2.40 1,087 $2,608.80 1,087 $2,608.80
<br /> 2104.523 SALVAGE SIGN TYPE C EACH $25.00
<br /> 2104.523 SALVAGE SIGN TYPE SPECIAL EACH $50.00
<br /> 2104.523 SALVAGE MAIL BOX SUPPORT EACH $40.00
<br /> 2104.601 HAUL SALVAGED MATERIAL LUMP SUM $1,000.00 1 $1,000.00 1 $1,000.00
<br /> 2105.501 COMMON EXCAVATION (EV) (P) CU YD $5.80 18,412 $106,789.60 18,412 $106,789.60 356 $2,314.00
<br /> 2105.505 MUCK EXCAVATION CU YD $6.50 356 $2,314.00
<br /> 2105.507 SUBGRADE EXCAVATION (EV) (P) CU YD $4.50 6,843 $30,793.50 6,843 $30,793.50
<br /> COMMON BOR CU YD $6.00 4,925 $29,550.00 2,962 $17,772.00 1,963 $11,778.00
<br /> 2105.523 ROW (LV)
<br /> 2123.610 DOZER
<br /> HOUR $120.00 20 $2,400.00 20 $2,400.00
<br /> 2130.501 WATER M GALLON $22.00 50 $1,100.00 56 ,652
<br /> $1,100.0
<br /> 2211.501 AGGREGATE BASE CLASS 5 TON $17.00 687 $11,682.18 156 $2.00 531 $9,030.18
<br /> 2211.503 AGGREGATE BASE (CV) CLASS 5 (P) CU YD $2 6,626 $1 6,626 $1 ,520.00
<br /> $4
<br /> 2232.501 MILL BITUMINOUS SURFACE SO YD $2.00 2,244 $4,488.00 2,244 $4,488.00
<br /> 2331.604 BITUMINOUS PAVEMENT RECLAMATION SQ YD $11.00 6,892 $75,812.00 6,892 $75,812.00
<br /> 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $2.50 1,857 $4,64 $4,642.50
<br /> 2.50 1,857
<br /> 2360.501 TYPE SP 12.5 WEARING COURSE MIX 2,8) TON $90.00 454 $40,860.00 148 $13,320.00
<br /> 306 $27,540.00
<br /> 2360.501 TYPE SP 12.5 WEARING COURSE MIX (3,F) TON $66.00 4,334 $286,044.00 4,334 $286,044.00
<br /> 2360.502 TYPE SP 12.5 NON WEAR COURSE MIX (3,B) TON $85.00 117 TON $60.00 7, $461,100.00 $9,945.00 117 7,6 $461,100.00 $9,945.00
<br /> 2360.505 TYPE SP 12.5 BITUMINOUS MIXTURE FOR PATCHING
<br /> 2451.509 AGGREGATE BEDDING (CV) CU YD $20.00 469 1 $9,380.00 26 $520.00 443 $8,860.00
<br /> 2451.607 TRENCH STABILIZATION MATERIAL (CV) CU YD $40.00
<br /> 162 $5,670.00
<br /> 2501.511 15" RC PIPE CULVERT CLASS III LIN FT $35.00 162 $5,670.00 206 $9,270.00
<br /> 2501.511 24' RC PIPE CULVERT CLASS III LIN FT $45.00 206 $9,270.00 37.50 $5,625.00 13 $1,875.00
<br /> 2501.511 48" RC PIPE CULVERT CLASS III LIN FT $150.00 50 $7,500.00 6 $2,550.00 2 $850.00
<br /> 2501.515 15" RC PIPE APRON EACH $425.00 EACH $427.00 8 3 $1,281.00 1 $427.00
<br /> 2501.515 24" RC PIPE APRON EACH $1,250.00 0.75 $937.50 0.25 $312.50
<br /> 2501.515 54" RC PIPE APRON 6 $2,280.00 2 $760.00
<br /> 2503.541 TRASH GUARD FOR 15" PIPE APRON EACH $380.00 8 $3,040.00 3 $1,530.00 1 $510.00
<br /> 2503.541 TRASH GUARD FOR 24" PIPE APRON EACH $510.00 4 $2,040.00 1 $525.00 0.25 $175.00
<br /> 2503.541 TRASH GUARD FOR 30 " PIPE APRON EACH $700.00 1 $700.00 0.75 $472.50 0.25 $157.50
<br /> 2503.541 TRASH GUARD FOR 36" PIPE APRON EACH $630.00 1 1 $630.00
<br /> T $25.00 1,641 $41,025.00 1,231 $30,768.75 410 $10,256.25
<br /> 50
<br /> 23 LIN F
<br /> .541 15" RC PIPE SEWER DESIGN 3006 CL V 287 $7,735.50 96 $2,578.50
<br /> 2503.541 18" RC PIPE SEWER DESIGN 3006 CL III LIN FT $27.00 382 $10,314.00 695 $20,140.50 232 $6,713.50
<br /> 2503.541 21" RC PIPE SEWER DESIGN 3006 CL III LIN FT $29.00 926 $26,854.00 175 $13,980.00 58 $4,660.00
<br /> 2503.541 30" RC PIPE SEWER DESIGN 3006 CL III LIN FT $80.00 233 $18,640.00 335 $30,172.50 112 $10,057.50
<br /> 2503.541 36" RC PIPE SEWER DESIGN 3006 CL III LIN FT $90.00 447 $40,230.00 32 $2,902.50 11 $967.50
<br /> 2503.541 42" RC PIPE SEWER DESIGN 3006 CL III
<br /> LIN FT $90.00 43 $3,870.00
<br /> 30
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