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Washington county EXhlbif B 2!5!02
<br />CSAH 13 4th Street/ Hudson Boulevard
<br />Preliminary Cost Estimate
<br />TKDA Commission No. 12403.01
<br />STATEMENT OF ESTIMATED QUANTITIES
<br />ITEM
<br />N0,
<br />SPEC
<br />N0.
<br />ITEM
<br />UNR
<br />SAP
<br />82- 613 -16
<br />CIT OF
<br />OAKDALE
<br />2002 -02
<br />CITY OF
<br />LAKE ELM
<br />TOTAL
<br />OUANTIT
<br />UNIT
<br />PRICE
<br />SAP
<br />82. 613.16
<br />I OF
<br />OAKDALE
<br />2002 -02
<br />CITY OF
<br />LAKE ELMO
<br />TOTAL
<br />COST
<br />1.00
<br />2027.501
<br />MOBILIZATION
<br />LS
<br />0.20
<br />0150
<br />0.30
<br />1
<br />S 40,000.OD
<br />$ 8,000.00
<br />$ 20000.00
<br />S 12,000.00
<br />S 40,000.00
<br />2
<br />21046501
<br />REMOVE CONCRETE CURB
<br />LF
<br />10
<br />10
<br />2
<br />$ 2.00
<br />S
<br />$ 20.00
<br />$ 20.00
<br />$ 40.00
<br />3
<br />2104.501
<br />REMOVE CONCRETE PIPE
<br />LF
<br />54
<br />54
<br />S 30.00
<br />$
<br />$ 1,820.00
<br />$
<br />S 1,620.00
<br />4
<br />2104.501
<br />REMOVE METAL PIPE
<br />LF
<br />302
<br />87
<br />38S
<br />S 5,00
<br />$
<br />S 1,510.00
<br />$ 435.00
<br />S 1,945.00
<br />5
<br />2104,505
<br />REMOVE SIT. SURFACE
<br />SY
<br />200
<br />ILA
<br />100
<br />400
<br />5 2.00
<br />$ 400,00
<br />$ 200.00
<br />S 290.00
<br />800.00
<br />6
<br />2104.505
<br />RECLAIM BIT SURFACE
<br />SY
<br />6,320
<br />5,395
<br />11,fla
<br />S 3AO
<br />S -
<br />S 18,960.00
<br />$ 16,185.00
<br />5 35,145.00
<br />7
<br />2104,521
<br />SALVAGE 12' RC PIPE
<br />LF
<br />80
<br />80
<br />S 10.00
<br />$
<br />5
<br />S 800.00
<br />$ 800 00
<br />8
<br />2104.521
<br />SALVAGE IT RC PIPE
<br />LF
<br />88
<br />86
<br />$ 12.00
<br />S
<br />$ 1,056,00
<br />$
<br />S 1,056.00
<br />9
<br />2104. 21
<br />ISALVAGE 24" RC PIPE
<br />LF
<br />28
<br />'48
<br />$ 14.00
<br />$
<br />$ 392.00
<br />$
<br />$ 2.00
<br />10
<br />2104,523
<br />SALVAGE 12' RC APRON
<br />2
<br />2
<br />S 100.00
<br />S
<br />,
<br />$ 200.00
<br />S 200.00
<br />11
<br />2104,523
<br />SALVAGE 18" RC APRON
<br />EA
<br />2
<br />2
<br />$ 120.00
<br />$
<br />S 240.00
<br />$
<br />S 240,00
<br />12
<br />2104.523
<br />SALVAGE 24" kC APRON
<br />EA
<br />2
<br />' 2
<br />Is 140.00
<br />S
<br />$ 280,00
<br />S
<br />$ 2110.00
<br />13
<br />2105.501
<br />COMMON EXCAVATION
<br />CY
<br />450
<br />7,500
<br />4,800
<br />12,750
<br />5 5.00
<br />$ 2,250.00
<br />$ 37,500.00
<br />S 24,000.00
<br />S 6050,00
<br />14
<br />2105.525
<br />TOPSOIL BORROW (LV)
<br />CY
<br />500
<br />500
<br />1,OD0
<br />$ 8.00
<br />$
<br />S 49(10.00
<br />S 4,000.00
<br />S 81900.00
<br />IT-
<br />2130.501
<br />WATER FOR DUST CONTROL
<br />MGAL
<br />10
<br />10
<br />20
<br />S 40,00
<br />S
<br />S 400.00
<br />S 400.00
<br />$ 800.00
<br />16
<br />2211,501
<br />AGGREGATE BASE CLASS 5
<br />TN
<br />350
<br />4,500
<br />2,200
<br />$ 900
<br />$ 3,150.00
<br />$ 40,500.00
<br />5 19,800.00
<br />S 63,450.00
<br />17
<br />2211.502
<br />AGGREGATE BASE CLASS 3
<br />CY
<br />900
<br />7,400
<br />4,650
<br />12,950
<br />$ 5.00
<br />$ 400.00
<br />$ 37,000.00
<br />$ 23,250.00
<br />$ 64,750.00
<br />18
<br />2331.503
<br />SAWEDISEALED JOINT
<br />LF
<br />2,100
<br />1,800
<br />31960
<br />3 0.50
<br />$
<br />$ 1,650.00
<br />5 900.00
<br />$ 1,950.00
<br />19
<br />2350 501
<br />TYPE LV AGG. 4 WEARING COURSE
<br />TN
<br />65
<br />1,330
<br />1.000
<br />2,$95
<br />S 32.00
<br />$ 2,080.00
<br />S 42,560.00
<br />$ 32,000.00
<br />5 76,840.00
<br />20
<br />2350.502
<br />TYPE LV AGG. 3 NON - WEARING COURSE
<br />IN
<br />65
<br />1,330
<br />1,000
<br />2,395
<br />S 30.00
<br />$ 1,950.00
<br />$ 39,900.00
<br />S 30,000.00
<br />S 7100.00
<br />21
<br />2350.503
<br />TYPE LV AGG. 4 WEARING COURSE Y THICK
<br />SY
<br />100
<br />100
<br />$ _ 5.00
<br />$
<br />$ 500.00
<br />$
<br />S 500.00
<br />22
<br />2350.505
<br />TYPE LV AGG. 4 WEARING COURSE FOR
<br />TRAIL
<br />TIN
<br />100
<br />100
<br />Y
<br />$ 32.00
<br />$
<br />S 3200.00
<br />S
<br />$ 3,200.00
<br />23
<br />2357.502
<br />BITUMINOUS MATERIAL FOR TACK COAT
<br />20
<br />550
<br />400
<br />970
<br />5 .1,50
<br />$ 30.00
<br />S 825.00
<br />$ 600.00
<br />$ 1,455.00
<br />24
<br />2501.515
<br />24" RC PIPE APRON W1 TRASH GUARD
<br />EA
<br />2
<br />t
<br />3
<br />$ 850.OD
<br />$
<br />$ 1,700.00
<br />$ 850.00
<br />$ 2,550.00
<br />25
<br />2503,541
<br />12" RC PIPE SEWER CLASS V DESIGN 3006
<br />LF
<br />277
<br />32
<br />240
<br />$ 15.00
<br />$
<br />$ 3.255.00
<br />$ 400,00
<br />$ 3,735.00
<br />26
<br />2503.541
<br />18" RC PIPE SEWER CLASS V DESIGN 3006
<br />LF
<br />17
<br />118
<br />135
<br />$ 21.90
<br />S
<br />$ 357.00
<br />$ 2,47&00
<br />$ 2,835.00
<br />27
<br />2503.541
<br />24" RC PIPE SEWER CLASS V DESIGN 3006
<br />-L-r-
<br />590
<br />90
<br />S 30,00
<br />5
<br />5 17,700.00
<br />$
<br />5 17,700.00
<br />28
<br />29
<br />2503.54`
<br />2503 -541
<br />36" RC PIPE SEWER
<br />42" RC PIPE SEWER
<br />CLASS Iii DESIGN 3006
<br />UUM III DESIGN 3006
<br />LF
<br />LF
<br />442
<br />2 i
<br />442
<br />123
<br />$ 40.00
<br />$ 50,00
<br />S
<br />$
<br />$ 17,680.00
<br />S 6,150600
<br />5
<br />5
<br />S 17,680.00
<br />$ 6.150,00
<br />39
<br />2503.541
<br />4
<br />WT IP SEWER
<br />CLASS III DESIGN 3606
<br />LF
<br />334
<br />334
<br />5 60.90
<br />$
<br />$ 20,040.00
<br />$
<br />$ 20.040.00}
<br />37
<br />2503.541
<br />54' RC PIPE. SEWER
<br />CLASS 111 DESIGN' 006
<br />LF
<br />155
<br />155
<br />S SO.OG
<br />$
<br />S 12 400.00
<br />S
<br />12,400.00
<br />32
<br />2 03115-71
<br />INSTALL SALVAGED
<br />12" RC PIPE
<br />LF
<br />80
<br />80
<br />$ 5.00
<br />S
<br />S
<br />$ 400.00
<br />$ 400 pq
<br />33
<br />2503.571
<br />M97ALL
<br />SALVAGED IW IRC PIPE
<br />LF
<br />66
<br />86
<br />$ 6.00
<br />$
<br />$ 528.00
<br />$
<br />528.00
<br />34
<br />2503,571
<br />INSTALL
<br />SALVAGED 4" RC PIE
<br />LF
<br />28
<br />25
<br />$ 10.00
<br />S
<br />$ 280.00
<br />$
<br />S 280.0
<br />35
<br />2503.573
<br />INSTALL
<br />SALVAGED 12' RC APRON
<br />Ef,
<br />1
<br />1
<br />$ 150.00
<br />$
<br />$ 150.00
<br />$
<br />$ 150.00
<br />38
<br />2509.573
<br />f ALL
<br />LVAGED 18' RC kPRON
<br />EA
<br />1
<br />1
<br />2
<br />$ 115.00
<br />$
<br />$ 175,00
<br />$ 175.00
<br />5 350.00
<br />37
<br />2M-337-3 73
<br />INSTALL SALVAGED 24" RC APRON
<br />EA
<br />_U7
<br />2
<br />2
<br />5 200.00
<br />S
<br />S 400.00
<br />$
<br />S 4010.00
<br />38
<br />2504.602
<br />ADJUST EXISTING G.V. BOX _
<br />5
<br />2
<br />8
<br />$ 100.00
<br />$
<br />$ 600.00
<br />$ 200.00
<br />S 600600
<br />39
<br />2506.502
<br />CONSTRUCT CATCH BASIN DESIGN X
<br />EA.
<br />5
<br />$ 1.100.00
<br />5
<br />$ 5,500.00
<br />$
<br />$ 5,50000
<br />40
<br />2506.502
<br />AONSTRUCT CATCH BASIN/ MH DESIGN ST-
<br />EA
<br />9
<br />9
<br />$ 1,60100
<br />$
<br />$ 16.200.00
<br />$
<br />$ 16,2(10.00
<br />41
<br />2506.502
<br />CONSTRUCT MANHOLE
<br />DESIGN ST -18
<br />EA
<br />-07
<br />6
<br />5
<br />1,800,00
<br />S
<br />$ 10,800.00
<br />$
<br />$ 10,800.00
<br />42
<br />2506.502
<br />CONSTRUCT CATCH
<br />BASIN DESIGN 4021E
<br />2
<br />2
<br />$ 1,500.00
<br />S
<br />$
<br />$ 3,000.00
<br />$ 3,000.00
<br />43
<br />2521. 501
<br />4'CONCRETE WALK- EXPOSED AGGREGATE
<br />FINISH
<br />SF
<br />2,250
<br />750
<br />3,000
<br />S 4.00
<br />S
<br />$ 9,000.00
<br />$ 3,000.00
<br />$ 72,000.00
<br />44
<br />2521.SW 14"CONCRETE
<br />WALK
<br />SF
<br />128
<br />128
<br />256
<br />S 400
<br />S
<br />$ 652.00
<br />S 5iZixi
<br />S 1,024.00
<br />45
<br />2506.522
<br />ADJUST EXISTING FRAME RING AND ASTIN
<br />EA
<br />2
<br />6
<br />8
<br />5 150.00
<br />$
<br />$ 300.00
<br />$ 900.00
<br />$ 1,200.00
<br />46
<br />2531.501
<br />CONCRETE CURB AND GUTTER DESIGN B612
<br />LF
<br />1,360
<br />$00
<br />1,880
<br />$ 6.00
<br />S
<br />$ 10,880.00
<br />$ 4,000.00
<br />$ 14,880.00
<br />47
<br />2531501
<br />ETE CURB AND GUTTER DESIGN W119
<br />LF
<br />2,400
<br />550
<br />2,950
<br />$ 10.00
<br />S
<br />$ 24.000.00
<br />3 5,500.00
<br />S 29,500.00
<br />48
<br />--4'6-
<br />2531.503
<br />-OZ.-501'
<br />ONCRETE MEDIAN
<br />SY
<br />2M
<br />200
<br />$ 30.00
<br />S 6,000.00
<br />$
<br />$
<br />S 6,000.00
<br />ELECTRIC LIG SYSTEM
<br />LS
<br />1
<br />1
<br />$ 10,000,00
<br />S
<br />$ t0,000.00
<br />$
<br />10,00x.90
<br />0
<br />25.50501
<br />SIGNAL SYSTEM
<br />L
<br />1
<br />7
<br />$ 175,000.00
<br />S 175,000.00
<br />S-
<br />S
<br />$ 175,000.00
<br />S1
<br />2563.50
<br />TRAFFIC CONTROL
<br />LS
<br />0.20
<br />0.40
<br />OAO
<br />1
<br />S 16,000.00
<br />5.00
<br />6,400.00
<br />8 6,400,00
<br />$ 10,000.00
<br />52
<br />2563-610
<br />FLAG PERSON
<br />HR
<br />12
<br />24
<br />24
<br />60 Is
<br />45.00
<br />S 540.00
<br />$ 1,08.0.00
<br />$ 1,060.00
<br />$ 2,700.00
<br />53
<br />2564.602
<br />PVMT MESS. WHITE ARROW POLY.
<br />PREFORMED
<br />EA
<br />8
<br />ti
<br />20
<br />$ 15060D
<br />$
<br />$ 1,350.00
<br />$ 1,650.00
<br />$ 3.000.00
<br />54
<br />2564.603
<br />PVMT MARK. 24" WHITE STRIPE POLY.
<br />PREFORMED
<br />LF
<br />38
<br />38
<br />$ 70.00
<br />$
<br />$ 380.00
<br />$
<br />S 380.00
<br />55
<br />2564.603
<br />PVMT MARK. 24" SOLID YELLOW EPDXY
<br />LF
<br />330
<br />4
<br />731
<br />$ 2.00
<br />$
<br />$ 660.00
<br />S 802.00
<br />$ 1A62.00
<br />56
<br />2564.603
<br />PVMT MARK. 4" BROKEN LINE WHITE EPDXY
<br />LF
<br />170
<br />170
<br />$ 0.30
<br />$
<br />$ 51.00
<br />$
<br />$ 51.00
<br />57
<br />2564.803
<br />PVMT MARK EPDXY . 4" DOUBLE SOLID YELLOW
<br />LF
<br />1,388
<br />1,937
<br />3,325
<br />$ 0.60
<br />$
<br />$ 832.60
<br />$ 1,162.20
<br />$ 1,98500
<br />58
<br />2564.603
<br />TVMT MARK. 4" SOLID WHITE EPDXY
<br />LF
<br />3,094
<br />3,364
<br />6,456
<br />S 0.30
<br />$ 928.20
<br />S 1,009.20
<br />$ 1,937.40
<br />59
<br />2,64.804
<br />PVMT MARK. CROSS WALK POLY.
<br />PREFORMED
<br />SR
<br />252
<br />270
<br />522
<br />S 2.00
<br />S
<br />S 594.00
<br />5 540.00
<br />$ 1,044.00
<br />60
<br />2 }.1434.6G4
<br />STREET SIGNS INCLUDING POST
<br />SF
<br />Sp
<br />193
<br />100
<br />342.75
<br />$ 35.00
<br />$ 1.750.00
<br />S 6.746 25
<br />SW 3 500.00
<br />S 11,90(1,25
<br />61
<br />2573.501
<br />BALE CHECK AT CATCH BASIN
<br />20
<br />?.
<br />22
<br />$ 50,00
<br />$
<br />$ i.000.00
<br />$ 100.00
<br />3 1,700.00
<br />62
<br />2573.502
<br />SILT -- FSICE PREASSEMBLED
<br />LF
<br />500
<br />500
<br />1,000
<br />$ 3.013•
<br />$
<br />$ t,500 06
<br />S 1150TOO
<br />$ 3,000,00
<br />63
<br />2575 -501
<br />SEEDING
<br />AC
<br />1
<br />1
<br />2
<br />S 500•,00
<br />IS
<br />S 500.00
<br />$ 500.00
<br />$ t00,00
<br />64
<br />2575,502
<br />SEED MIXTURE 50A
<br />LB
<br />100
<br />100
<br />200
<br />$ 511,00
<br />S
<br />S 5,000.00
<br />$ 5,M0.00
<br />5 10,000.00
<br />6:a
<br />2575.005
<br />84G4JINGTYPE t
<br />SY
<br />4,500
<br />3,300
<br />7,800
<br />$ 3.00
<br />S
<br />5 13,500.00
<br />S 9,900.00
<br />Ski
<br />fs6
<br />2515.511
<br />MULCH MATERIAL TYPE 1
<br />2
<br />'e
<br />4
<br />$ 250.00
<br />S
<br />S f1%00
<br />S 500.90
<br />$ 7,000,00
<br />E7 1
<br />2W-1519 IDISC
<br />ANCHORING
<br />A
<br />i
<br />if
<br />2
<br />E 200.00
<br />$
<br />$ 200.00
<br />S 200.00
<br />400.00
<br />10% Design Engineering
<br />8% Constn ction Engineering & Administration
<br />Total Estimated Cost
<br />?nW
<br />a uro.wu.w a a."Z.- a 44u "do.*u 4' -wu,00
<br />S 20,665.00 $ 46,145.23 $ 22,012.84 S 89,043.07
<br />$ 18.763.95 S 41,456.79 $ 19,777.25 S 80.000.00
<br />$ 248,498,95 $ 549,056.27 3 261,918.49 $ 1,059,473.72
<br />
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