|
EXHIBIT B - ENGINEERS ESTIMATE - 08/27/2015
<br />P:\02-612-13\Documents\Road & Bridge Design\estimate\02-612-13_SEQ.xIs 10/28/2015
<br />STATE AID FUNDS
<br />ITEM DESCRIPTION
<br />UNIT
<br />TOTAL PROJECT
<br />QUANTITIES
<br />ESTIMATED
<br />ESTIMATE
<br />ANOKA COUNTY
<br />002-612-013
<br />ROADWAY
<br />EST QTYS
<br />ANOKA COUNTY
<br />002-612-013
<br />COST
<br />CITY OF BLAINE
<br />XXX -XXX -XXX
<br />ROADWAY
<br />EST QTYS
<br />CITY OF BLAINE
<br />XXX -XXX -XXX
<br />COST
<br />CITY OF LINO
<br />LAKES XXX-
<br />XXX -XXX
<br />ROADWAY
<br />EST QTYS
<br />CITY OF LINO LAKES
<br />XXX -XXX -XXX
<br />COST
<br />Unit Cost
<br />Total
<br />MOBILIZATION
<br />LUMP SUM
<br />1
<br />$72,000.00
<br />$72,000.00
<br />.907
<br />$ 65,304.00
<br />.048
<br />$ 3,456.00
<br />.045
<br />$ 3,240.00
<br />FIELD OFFICE TYPE D
<br />EACH
<br />1
<br />$12,000.00
<br />$12,000.00
<br />.907
<br />$ 10,884.00
<br />.048
<br />$ 576.00
<br />.045
<br />$ 540.00
<br />CLEARING
<br />ACRE
<br />2
<br />$4,000.00
<br />$6,080.00
<br />2
<br />$ 6,080.00
<br />$ -
<br />$ -
<br />CLEARING
<br />TREE
<br />116
<br />$85.00
<br />$9,860.00
<br />116
<br />$ 9,860.00
<br />$ -
<br />$ -
<br />GRUBBING
<br />ACRE
<br />2
<br />$3,200.00
<br />$4,864.00
<br />2
<br />$ 4,864.00
<br />$ -
<br />$ -
<br />GRUBBING
<br />TREE
<br />79
<br />$65.00
<br />$5,135.00
<br />79
<br />$ 5,135.00
<br />$ -
<br />$ -
<br />REMOVE PIPE CULVERTS
<br />LIN FT
<br />160
<br />$12.00
<br />$1,920.00
<br />160
<br />$ 1,920.00
<br />$ -
<br />$ -
<br />REMOVE SEWER PIPE ( STORM)
<br />LIN FT
<br />154
<br />$15.00
<br />$2,310.00
<br />154
<br />$ 2,310.00
<br />$ -
<br />$ -
<br />REMOVE BITUMINOUS PAVEMENT
<br />SQ YD
<br />9085
<br />$2.80
<br />$25,438.00
<br />9085
<br />$ 25,438.00
<br />$ -
<br />$ -
<br />SAWING BIT PAVEMENT (FULL DEPTH)
<br />LIN FT
<br />134
<br />$3.00
<br />$402.00
<br />134
<br />$ 402.00
<br />$ -
<br />$ -
<br />REMOVE SIGN TYPE C
<br />EACH
<br />32
<br />$26.00
<br />$832.00
<br />32
<br />$ 832.00
<br />$ -
<br />$ -
<br />COMMON EXCAVATION
<br />CU YD
<br />6901
<br />$15.00
<br />$103,515.00
<br />6901
<br />$ 103,515.00
<br />$ -
<br />$ -
<br />SUBGRADE EXCAVATION (EV)
<br />CU YD
<br />3481
<br />$5.50
<br />$19,145.50
<br />3481
<br />$ 19,145.50
<br />$ -
<br />$ -
<br />CHANNEL AND POND EXCAVATION (EV)
<br />CU YD
<br />9000
<br />$10.00
<br />$90,000.00
<br />9000
<br />$ 90,000.00
<br />$ -
<br />$ -
<br />WATER
<br />M GALLONS
<br />200
<br />$29.00
<br />$5,800.00
<br />200
<br />$ 5,800.00
<br />$ -
<br />$ -
<br />AGGREGATE BASE (CV) CLASS 5
<br />CU YD
<br />258
<br />$30.00
<br />, $7,730.07
<br />258
<br />$ 7,730.07
<br />$ -
<br />$ -
<br />AGGREGATE BASE (CV) CLASS 5
<br />CU YD
<br />2609
<br />$24.00
<br />$62,616.00
<br />2609
<br />$ 62,616.00
<br />$ -
<br />$ -
<br />SHOULDERING BASE AGGREGATE (CV) CLASS 5
<br />CU YD
<br />41
<br />$100.00
<br />$4,057.78
<br />41
<br />$ 4,057.78
<br />$ -
<br />$ -
<br />MILL BITUMINOUS SURFACE (2.0")
<br />SQ YD
<br />1286
<br />$11.00
<br />$14,146.00
<br />1286
<br />$ 14,146.00
<br />$ -
<br />$ -
<br />CONCRETE PAVEMENT 7.0"
<br />SQ YD
<br />432
<br />$53.50
<br />$23,112.00
<br />432
<br />$ 23,112.00
<br />$ -
<br />$ -
<br />INTEGRANT CURB DESIGN B6
<br />LIN FT
<br />282
<br />$16.50
<br />$4,653.00
<br />282
<br />$ 4,653.00
<br />$ -
<br />$ -
<br />1.0" DOWEL BAR
<br />EACH
<br />330
<br />$13.00
<br />$4,290.00
<br />330
<br />$ 4,290.00
<br />$ -
<br />$
<br />NO 4 REINF TIE BAR (EPDXY COATED)
<br />EACH
<br />150
<br />$6.00
<br />$900.00
<br />150
<br />$ 900.00
<br />$ -
<br />$ -
<br />BITUMINOUS MATERIAL FOR TACK COAT
<br />GALLON
<br />1231
<br />$3.00
<br />$3,693.92
<br />1231
<br />$ 3,693.92
<br />$ -
<br />$ -
<br />TYPE SP 9.5 WEARING COURSE MIX (2,B)
<br />TON
<br />263
<br />$85.00
<br />$22,337.23
<br />11
<br />$ 935.00
<br />145
<br />$ 12,325.00
<br />108
<br />$ 94180.00
<br />TYPE SP 12.5 WEARING COURSE MIX (4,E)
<br />TON
<br />3312
<br />$68.00
<br />$225,216.00
<br />3312
<br />$ 225,216.00
<br />$ -
<br />$ -
<br />TYPE SP 12.5 NON WEAR COURSE MIX (4,B)
<br />TON
<br />1175
<br />$63.00
<br />$74,025.00
<br />1175
<br />$ 74,025.00
<br />$ -
<br />$ -
<br />15" CS PIPE CULVERT
<br />LIN FT
<br />98
<br />$36.00
<br />$3,528.00
<br />98
<br />$ 3,528.00
<br />$ -
<br />$ -
<br />15" CS SAFETY APR & GRATE DES 3128
<br />EACH
<br />4
<br />$530.00
<br />$2,120.00
<br />4
<br />$ 2,120.00
<br />$ -
<br />$ -
<br />15" RC PIPE APRON
<br />EACH
<br />5
<br />$630.00
<br />$3,150.00
<br />5
<br />$ 3,150.00
<br />$ -
<br />$ -
<br />21" RC PIPE APRON
<br />EACH
<br />1
<br />$780.00
<br />$780.00
<br />.39
<br />$ 304.20
<br />$ -
<br />.61
<br />$ 475.80
<br />15" RC PIPE SEWER CLASS V
<br />LIN FT
<br />666
<br />$42.00
<br />$27,985.02
<br />649.36
<br />$ 27,273.04
<br />$ -
<br />16.95
<br />$ 711.98
<br />21" RC PIPE SEWER CLASS III
<br />LIN FT
<br />131
<br />$54.00
<br />$7,090.74
<br />34.26
<br />$ 1,849.99
<br />$ -
<br />97.05
<br />$ 5,240.75
<br />CONST. DRAINAGE STRUCTURE DESIGN H
<br />LIN FT
<br />16
<br />$310.00
<br />$4,960.00
<br />14.05
<br />$ 4,354.88
<br />$ -
<br />1.95
<br />$ 605.12
<br />CONST. DRAINAGE STRUCTURE DES 48-4020
<br />LIN FT
<br />55
<br />$430.00
<br />$23,850.68
<br />41.99
<br />$ 18,053.85
<br />$ -
<br />13.48
<br />$ 5,796.83
<br />CASTING ASSEMBLY
<br />EACH
<br />23
<br />$675.00
<br />$15,525.00
<br />19.34
<br />$ 13,054.50
<br />$ -
<br />3.66
<br />$ 2,470.50
<br />RANDOM RIPRAP CLASS III
<br />CU YD
<br />20
<br />$60.00
<br />$1,194.00
<br />20
<br />$ 1,194.00
<br />$ -
<br />$ -
<br />GRANULAR FILTER
<br />CU YD
<br />2
<br />$110.00
<br />$198.00
<br />2
<br />$ 198.00
<br />$ -
<br />$ -
<br />GEOTEXTILE FILTER TYPE IV (MOD)
<br />SQ YD
<br />216
<br />$3.20
<br />$690.56
<br />216
<br />$ 690.56
<br />$ -
<br />$ -
<br />4" CONCRETE WALK
<br />SQ FT
<br />6857
<br />$4.10
<br />$28,113.70
<br />6857
<br />$ 28,113.70
<br />$ -
<br />$ -
<br />6" CONCRETE WALK
<br />SQ FT
<br />2187
<br />$13.50
<br />$29,524.50
<br />712
<br />$ 9,612.00
<br />629
<br />$ 8,491.50
<br />846
<br />$ 11,421.00
<br />CONCRETE CURB & GUTTER DESIGN SPECIAL
<br />LIN FT
<br />358
<br />$23.00
<br />$8,234.00
<br />358
<br />$ 8,234.00
<br />$ -
<br />$ -
<br />CONCRETE CURB & GUTTER DESIGN B418 (MOD)
<br />LIN FT
<br />2352
<br />$17.50
<br />$41,160.00
<br />2352
<br />$ 41,160.00
<br />$ -
<br />$ -
<br />CONCRETE CURB & GUTTER DESIGN B424
<br />LIN FT
<br />2365
<br />$18.50
<br />$43,752.50
<br />1189
<br />$ 21,996.50
<br />587
<br />$ 10,850.25
<br />590
<br />$ 10,905.75
<br />TRUNCATED DOMES
<br />SQ FT
<br />408
<br />$35.00
<br />$14,280.00
<br />$ -
<br />192
<br />$ 6,720.00
<br />216
<br />$ 7,560.00
<br />MAIL BOX SUPPORT
<br />EACH
<br />2
<br />$130.00
<br />$260.00
<br />2
<br />$ 260.00
<br />$ -
<br />$ -
<br />RELOCATE MAIL BOX SUPPORT
<br />EACH
<br />2
<br />$80.00
<br />$160.00
<br />2
<br />$ 160.00
<br />$ -
<br />$ -
<br />LIGHTING UNIT TYPE SPECIAL
<br />EACH
<br />16
<br />$2,100.00
<br />$33,600.00
<br />8
<br />$ 16,800.00
<br />4
<br />$ 8,400.00
<br />4
<br />$ 8,400.00
<br />LIGHT FOUNDATION DESIGN E
<br />EACH
<br />16
<br />$750.00
<br />$12,000.00
<br />8
<br />$ 6,000.00
<br />4
<br />$ 3,000.00
<br />4
<br />$ 3,000.00
<br />2" NON-METALLIC CONDUIT
<br />LIN FT
<br />2300
<br />$6.70
<br />$15,410.00
<br />1150
<br />$ 7,705.00
<br />575
<br />$ 3,852.50
<br />575
<br />$ 3,852.50
<br />UNDERGROUND WIRE 1 COND NO 8
<br />LIN FT
<br />9900
<br />$0.80
<br />$7,920.00
<br />4950
<br />$ 3,960.00
<br />2475
<br />$ 1,980.00
<br />2475
<br />$ 1,980.00
<br />SERVICE CABINET TYPE L1
<br />EACH
<br />1
<br />$4,200.00
<br />$4,200.00
<br />.50
<br />$ 2,100.00
<br />.25
<br />$ 1,050.00
<br />.25
<br />$ 1,050.00
<br />SERVICE EQUIPMENT
<br />EACH
<br />1
<br />$1,200.00
<br />$1,200.00
<br />.50
<br />$ 600.00
<br />.25
<br />$ 300.00
<br />.25
<br />$ 300.00
<br />EQUIPMENT PAD B
<br />EACH
<br />1
<br />$1,000.00
<br />$1,000.00
<br />.50
<br />$ 500.00
<br />.25
<br />$ 250.00
<br />.25
<br />$ 250.00
<br />HAND HOLE
<br />EACH
<br />2
<br />$2,000.00
<br />$4,000.00
<br />1.00
<br />$ 2,000.00
<br />.50
<br />$ 1,000.00
<br />.50
<br />$ 1,000.00
<br />RAISE GUARDRAIL
<br />LIN FT
<br />160
<br />$12.00
<br />$1,920.00
<br />160
<br />$ 1,920.00
<br />$ -
<br />$ -
<br />TRAFFIC CONTROL SUPERVISOR
<br />LUMP SUM
<br />1
<br />$5,700.00
<br />$5,700.00
<br />.907
<br />$ 5,169.90
<br />.048
<br />$ 273.60
<br />.045
<br />$ 256.50
<br />TRAFFIC CONTROL (STAGE 1)
<br />LUMP SUM
<br />1
<br />$6,000.00
<br />$6,000.00
<br />.907
<br />$ 5,442.00
<br />.048
<br />$ 288.00
<br />.045
<br />$ 270.00
<br />TRAFFIC CONTROL (STAGE 2)
<br />LUMP SUM
<br />1
<br />$6,000.00
<br />$6,000.00
<br />.907
<br />$ 5,442.00
<br />.048
<br />$ 288.00
<br />.045
<br />$ 270.00
<br />TRAFFIC CONTROL (STAGE 3)
<br />LUMP SUM
<br />1
<br />$6,000.00
<br />$6,000.00
<br />.907
<br />$ 5,442.00
<br />.048
<br />$ 288.00
<br />.045
<br />$ 270.00
<br />TRAFFIC CONTROL (STAGE 4)
<br />LUMP SUM
<br />1
<br />$6,000.00
<br />$6,000.00
<br />.907
<br />$ 5,442.00
<br />.048
<br />$ 288.00
<br />.045
<br />$ 270.00
<br />DETOUR SIGNING (CSAH 12)
<br />LUMP SUM
<br />1
<br />$4,000.00
<br />$4,000.00
<br />.907
<br />$ 3,628.00
<br />.048
<br />$ 192.00
<br />.045
<br />$ 180.00
<br />DETOUR SIGNING (CR 53)
<br />LUMP SUM
<br />1
<br />$4,000.00
<br />$4,000.00
<br />.907
<br />$ 3,628.00
<br />.048
<br />$ 192.00
<br />.045
<br />$ 180.00
<br />SIGN PANELS TYPE C
<br />SQ FT
<br />966
<br />$32.50
<br />$31,378.75
<br />966
<br />$ 31,378.75
<br />$ -
<br />$ -
<br />SILT FENCE, TYPE MS
<br />LIN FT
<br />3259
<br />$2.00
<br />$6,518.00
<br />3259
<br />$ 6,518.00
<br />$ -
<br />$ -
<br />STORM DRAIN INLET PROTECTION
<br />EACH
<br />27
<br />$150.00
<br />$4,050.00
<br />27
<br />$ 4,050.00
<br />$ -
<br />$ -
<br />SEDIMENT CONTROL LOG TYPE WOOD FIBER
<br />LIN FT
<br />64
<br />$3.00
<br />$192.00
<br />64
<br />$ 192.00
<br />$ -
<br />$ -
<br />CULVERT END CONTROLS
<br />EACH
<br />4
<br />$150.00
<br />$600.00
<br />4
<br />$ 600.00
<br />$ -
<br />$ -
<br />FERTILIZER TYPE 3
<br />POUND
<br />150
<br />$1.50
<br />$225.71
<br />150
<br />$ 225.71
<br />$ -
<br />$ -
<br />SEEDING
<br />ACRE
<br />3
<br />$880.00
<br />$2,206.91
<br />3
<br />$ 2,206.91
<br />$ -
<br />$ -
<br />SEED MIXTURE 25-121
<br />POUND
<br />153
<br />$3.50
<br />$535.43
<br />153
<br />$ 535.43
<br />$ -
<br />$ -
<br />SEED MIXTURE 33-261
<br />POUND
<br />20
<br />$20.00
<br />$396.10
<br />20
<br />$ 396.10
<br />$ -
<br />$ -
<br />SEED MIXTURE 35-221
<br />POUND
<br />19
<br />$22.00
<br />$426.20
<br />19
<br />$ 426.20
<br />$ -
<br />$ -
<br />MULCH MATERIAL TYPE 3
<br />TON
<br />7
<br />$760.00
<br />$5,478.80
<br />7
<br />$ 5,478.80
<br />$ -
<br />$ -
<br />DISK ANCHORING
<br />ACRE
<br />4
<br />$220.00
<br />$792.98
<br />4
<br />$ 792.98
<br />$ -
<br />$ -
<br />EROSION CONTROL BLANKETS CATEGORY 0
<br />SQ YD
<br />3046
<br />$2.40
<br />$7,309.87
<br />3046
<br />$ 7,309.87
<br />$ -
<br />$ -
<br />RAPID STABILIZATION METHOD 3
<br />MGAL
<br />22
<br />$450.00
<br />$9,732.09
<br />22
<br />$ 9,732.09
<br />$ -
<br />$ -
<br />4" SOLID LINE WHITE-EPDXY
<br />LIN FT
<br />6860
<br />$0.37
<br />$2,538.20
<br />6860
<br />$ 2,538.20
<br />$ -
<br />$ -
<br />4" SOLID LINE YELLOW-EPDXY
<br />LIN FT
<br />3310
<br />$0.37
<br />$1,224.70
<br />3310
<br />$ 1,224.70
<br />$ -
<br />$ -
<br />4" BROKEN LINE YELLOW-EPDXY
<br />LIN FT
<br />120
<br />$0.37
<br />$44.40
<br />120
<br />$ 44.40
<br />$ -
<br />$ -
<br />4" DOUBLE SOLID LINE YELLOW-EPDXY
<br />LIN FT
<br />2150
<br />$0.75
<br />$1,612.50
<br />2150
<br />$ 1,612.50
<br />$ -
<br />$ -
<br />PAVEMENT MARKING SPECIAL
<br />SQ FT
<br />624
<br />$16.00
<br />$9,984.00
<br />624
<br />$ 9,984.00
<br />$ -
<br />$ -
<br />BASE BID TOTAL:
<br />$1,266,831.84
<br />$ 1,123,197.02
<br />$ 64,060.85
<br />$ 79,676.73
<br />P:\02-612-13\Documents\Road & Bridge Design\estimate\02-612-13_SEQ.xIs 10/28/2015
<br />
|