|
ANOKA COUNTY HIGHWAY DE ENT
<br />SP 02.614 -23
<br />EXHIBIT A
<br />081152005 w NNW
<br />NNW
<br />Ram Nuntiwr
<br />ham
<br />Unit
<br />Unit Cool
<br />Total
<br />Qwnan/
<br />Total Cost
<br />ANONA COUNTY
<br />SP 0261022
<br />WASHINGTON COUNTY
<br />SP 12 -00847
<br />LINO LAMES
<br />SP 21842042
<br />16160
<br />SP 224 -02041
<br />92% ANOKA CTY
<br />SP 02414-23
<br />WASHK4GTON COUNTY
<br />SP 92400 -07
<br />LINO LAKE6
<br />SAP _
<br />LINO AKES
<br />LOCAL FUNDS
<br />HUGO
<br />LOCAL FUNDS
<br />5%LNO LAKES
<br />SP 21042042
<br />STORM SEWER
<br />STORM SEWER
<br />Quantity
<br />Cost
<br />Quantity
<br />Cost
<br />Quantity
<br />Coat
<br />Quantity
<br />Cost
<br />Quantity
<br />Cost
<br />Quantity
<br />Cosl
<br />Dusm17
<br />Cost
<br />0.00
<br />QuantilY
<br />Cosl
<br />50.00
<br />Quantity
<br />195.00
<br />Cost
<br />024,375.00
<br />LF
<br />9125.00
<br />185.00
<br />924,375.00
<br />000
<br />30.00
<br />0.00
<br />0.00
<br />50.00
<br />50.00
<br />50.00
<br />0.0
<br />50.00
<br />30.00
<br />02200
<br />5164,400.00
<br />2504603
<br />12- STEEL CASING PIPE
<br />LF
<br />5200.00
<br />822.00
<br />2184,400.00
<br />50.00
<br />30.00
<br />0.00
<br />0.00
<br />0.00
<br />30.00
<br />00.00
<br />00.00
<br />10000
<br />02.000.00
<br />2504.603
<br />24• STEEL CASING PIPE
<br />SY
<br />$20.00
<br />100.00
<br />52,000.00
<br />0.00
<br />9000
<br />0.00
<br />30.00
<br />0.00
<br />50.00
<br />00.00
<br />950.00
<br />01,42500
<br />15,000.00
<br />522 500.00
<br />204004
<br />4' POLYSTYRENE INSULATION
<br />LB
<br />31.50
<br />1565000
<br />123,92500
<br />20.00
<br />0.00
<br />10.00
<br />00.00
<br />87.50
<br />616,625.0
<br />293.90
<br />555,041.0
<br />30.0
<br />90.0
<br />0.0
<br />204009
<br />DUCTILE IRON FITTINGS
<br />DESIGN F
<br />LF
<br />$10.0
<br />391.40
<br />072 468.0
<br />50.0
<br />0.0
<br />0.0
<br />10.00
<br />51.10
<br />316797.0
<br />364.30
<br />598,40.0
<br />512,10.0
<br />522,40.0
<br />50.0
<br />90.0
<br />50.0
<br />30.0
<br />5000
<br />50.0
<br />50.0
<br />30.0
<br />50.0
<br />250.01
<br />250.501
<br />CONST DRAINAGE STRUCTURE
<br />CONST DRAINAGE STRUCTURE DESIGN O
<br />LF
<br />$270.00
<br />415.90
<br />48.0
<br />9112,293.00
<br />01440.0
<br />00.00
<br />20.00
<br />10.00
<br />0.0
<br />000
<br />0.0
<br />90.00
<br />0.0
<br />7.40
<br />32,20.0
<br />4060
<br />250001
<br />CONST DRAINAGE STRUCTURE DESIGN 58100
<br />DESIGN 66400
<br />1F
<br />LF
<br />5 .000
<br />A40DO
<br />71.10
<br />924,174.00
<br />50.0
<br />0.0
<br />0.0
<br />50.0
<br />30.0
<br />510
<br />91,768.00
<br />0.0
<br />65.0
<br />28.70
<br />$10,762.50
<br />50.0
<br />0.0
<br />0.0
<br />2506.01
<br />CONST ORAINAGE STRUCTURE
<br />DESIGN 664020
<br />1F
<br />1F
<br />5375.0
<br />540.0
<br />26.70
<br />6.90
<br />110,762.0
<br />53,0600
<br />50.00
<br />000
<br />0.0
<br />0.0
<br />000
<br />0.0
<br />000
<br />10.00
<br />6.0
<br />33 060.0
<br />00.0
<br />50.0
<br />9000
<br />2500.501
<br />CONST DRAINAGE STRUCTURE
<br />DESIGN 72.4020
<br />50.00
<br />$0.0
<br />300
<br />0.0
<br />0.0
<br />9220
<br />564,54000
<br />0.0
<br />30.0
<br />50.0
<br />2506.01
<br />CONST DRAINAGE STRUCTURE
<br />STRUCTURE DESIGN 034020
<br />LF
<br />560.0
<br />1320
<br />50,500.0
<br />000
<br />10.00
<br />50.0
<br />0.0
<br />000
<br />0.0
<br />0.0
<br />27.20.0
<br />0.0
<br />250.501
<br />CONST DRAINAGE
<br />CONST DRAINAGE STRUCTURE DESIGN 96-0020
<br />LF
<br />9700.00
<br />92.20
<br />964,540.00
<br />0000
<br />0.0
<br />50.00
<br />0.0
<br />31.0
<br />534,91000
<br />0.0
<br />0.0
<br />00
<br />50.03
<br />250.501
<br />CONST DRAINAGE STRUCTURE DESIGN *02 -400
<br />LF
<br />5900.0
<br />0.0
<br />57,20.0
<br />2506.01
<br />250.501
<br />CONST DRAINAGE STRUCTURE DESIGN 120-4020
<br />LF
<br />31,10.0
<br />39.90
<br />04,980.0
<br />07,50.0
<br />500
<br />50.0
<br />30.00
<br />0.0
<br />0.0
<br />00.00
<br />1.0
<br />#.50.0
<br />00
<br />0.0
<br />0.0
<br />0.0
<br />30.0
<br />2508.02
<br />CONST DRAINAGE STRUCTURE DESIGN SPEC 1
<br />EACH
<br />02.50.0
<br />1.0
<br />52.500.0
<br />50.0
<br />0.0
<br />0.0
<br />0.0
<br />85.0
<br />1.0
<br />32,50.0
<br />12,500.0
<br />30.0
<br />3000
<br />0.0
<br />250.502
<br />CONST DRAINAGE STRUCTURE DESIGN SPEC 2
<br />EACH
<br />52,50.0
<br />100
<br />0.00
<br />62 50.0
<br />30.0
<br />0.0
<br />0.0
<br />000
<br />30.0
<br />160
<br />6.0
<br />0 200
<br />2506.502
<br />CONST DRAINAGE STRUCTURE DESIGN SPEC 3
<br />EACH
<br />02 50.0
<br />0.0
<br />524,750.00
<br />0.0
<br />$0.0
<br />250502
<br />E STRUCTURE DESIGN SPEC 4
<br />CONST DRAINAGE
<br />527000.00
<br />979,60000
<br />90.0
<br />30.0
<br />00
<br />00
<br />28.0
<br />511,00.00
<br />163.00
<br />865,20.0
<br />0.0
<br />0.0
<br />0.0
<br />500
<br />250.522
<br />..:250502
<br />ASSEM
<br />CASTING ASSEMBLY
<br />ADJUST SRAMAB RING HOLTN4G ..0000:... 'i, -. ,• ,.,,`EACH'
<br />EACH
<br />.
<br />540.0
<br />150.0
<br />199.0
<br />200
<br />5.0
<br />150.0
<br />52,30.0
<br />:.•,..
<br />✓: ... .30.0
<br />0.0
<br />30.0
<br />03.01
<br />`: 2.0
<br />.900.0
<br />50.00
<br />5.00
<br />0.0
<br />$2.500.0
<br />00
<br />50.00
<br />0.0
<br />5000
<br />0.0
<br />50.0
<br />100
<br />0.0
<br />31,500.00
<br />0.0
<br />2506.802
<br />ADJUST SANITARY MANHOLE
<br />EACH
<br />$50.0
<br />1.0
<br />31,800.0
<br />10.00
<br />0.0
<br />50.00
<br />0.0
<br />500
<br />0.0
<br />50.0
<br />0.0
<br />0.0
<br />2506502
<br />CONSTRUCT SANITARY MANHOLE (4'OM -TYPE 011
<br />EACH
<br />21,00.0
<br />500.0
<br />0.0
<br />0.0
<br />30.0
<br />1.0
<br />500.0
<br />50.0
<br />20.0
<br />0.0
<br />192.0
<br />229,00.0
<br />2506.602
<br />250003
<br />RECONSTRUCT SANITARY MANHOLE
<br />CONSTRUCT SANITARY MANHOLES
<br />EACH
<br />IF
<br />100.0
<br />310.0
<br />1.00
<br />192.00
<br />526,00.0
<br />10.0
<br />0.0
<br />0.0
<br />00
<br />50.0
<br />000
<br />50.80
<br />0.0
<br />17.0
<br />12,550.00 30.0
<br />00
<br />250.03 ,
<br />CONSTRUCT SANITARY MANHOLE EXTRA DEPT/114'0M. -TYPE 01
<br />LF
<br />..
<br />38505m
<br />16.60
<br />56,30.0
<br />-..
<br />... 00
<br />1450
<br />87 ,4000
<br />- -1.0
<br />. "- .290.0
<br />0.0
<br />50.00
<br />5000
<br />30.00
<br />80.00
<br />0.0
<br />11.00
<br />t2,
<br />50.00
<br />20.0
<br />0.0
<br />50.00
<br />-
<br />44.00
<br />0.0
<br />32,2000
<br />MIMI
<br />300
<br />0.0
<br />-
<br />30.0
<br />2506.6O3
<br />20860
<br />�
<br />LF
<br />520000
<br />11.0
<br />55120.00
<br />50.0
<br />IIIIIIIDM
<br />310.0
<br />IMMINI
<br />0.0
<br />MIN
<br />0.0
<br />MEN
<br />0.60
<br />0.01
<br />343000
<br />50.0
<br />00
<br />0.0
<br />CONSTRUCT OUTSIDE DROP
<br />CONSTRUCT DROP
<br />[.�
<br />350.0
<br />®
<br />570.0
<br />100
<br />6540.0
<br />61.20
<br />53,060.0
<br />000
<br />0.0
<br />0.0
<br />27.0
<br />51,932.0
<br />0.0
<br />30.0
<br />0.0
<br />CLASS 11
<br />CY
<br />50.0
<br />124.80
<br />0.20.0
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />512,599.0
<br />50.00
<br />50.00
<br />0.0
<br />300
<br />060
<br />2511.01
<br />RANDOM RIP RAP
<br />IV
<br />CY
<br />570.00
<br />27.60
<br />91,932.0
<br />2511.01
<br />2521.01
<br />RANDOM RIP RAP CLASS
<br />4• CONCRETE WALK
<br />SF
<br />SF
<br />52.0
<br />53.80
<br />42,464.0
<br />319.0
<br />1118.898.20
<br />31,2120
<br />11919.0
<br />57.0
<br />833,09320
<br />521600
<br />15,214.0
<br />131.00
<br />042,59920
<br />5497.0
<br />21700
<br />1607.60
<br />8000
<br />15 ,214.0
<br />131.0
<br />3497.80
<br />0.0
<br />90.00
<br />0.0
<br />0.0
<br />000
<br />10.0
<br />50.0
<br />0.0
<br />5,74800
<br />317,24460
<br />0.0
<br />27.187.0
<br />581,561.0
<br />2521.501
<br />2521.610
<br />6' CONCRETE WALK
<br />SPECIAL SURFACE TREATMENT
<br />SF
<br />53.0
<br />59.50
<br />32,935.0
<br />38293.0
<br />590,00.0
<br />3344 7113.50
<br />5,566.0
<br />50.00
<br />$52,877.0
<br />14,549.0
<br />0.0
<br />3138,215.0
<br />1,629.0
<br />80.00
<br />515,475.50
<br />14,549.0
<br />3138,215.0
<br />060
<br />90.0
<br />5000
<br />50.0
<br />0.0
<br />2531.01
<br />CONCRETE CURS 6 GUTTER DESIGN 6424
<br />LF
<br />01,20.0
<br />0.0
<br />01.0
<br />$648.0
<br />50.00
<br />81.0
<br />5648.0
<br />0.0
<br />2531.01
<br />CONCRETE CURS 8 GUTTER DESIGN 8812
<br />CONCRETE CURS GUTTER DESIGN B810
<br />LF
<br />50.0 182.0
<br />5.00
<br />500.0
<br />5.00
<br />542.50 0.0
<br />91.00
<br />33,22440.0''
<br />5000
<br />50.0
<br />80.0
<br />0.0
<br />0.0
<br />50.00
<br />2531.07
<br />I
<br />6' CONCRETE DRIVEWAY PAVEMENT
<br />SY.
<br />f 00 182.0
<br />0,40000
<br />810
<br />53,240.00
<br />550.0
<br />152.0
<br />57000
<br />10.0
<br />50.0
<br />0.0
<br />00'0
<br />0.0
<br />0.0
<br />100
<br />00.0
<br />2531.07
<br />2571.610
<br />TRUNCATED 0OME9
<br />SF
<br />25.0 418.0
<br />52,00.0
<br />21415.0
<br />2000
<br />00.00
<br />51,015.00
<br />152.0
<br />170.0 112.0
<br />0.0
<br />000
<br />0.0
<br />5000
<br />0.0
<br />90.0
<br />0.0
<br />2535.01
<br />BITUMINOUS CURS
<br />LF
<br />55.0 203.0
<br />5670.0
<br />90,001
<br />4.00
<br />580.0
<br />10.00
<br />000
<br />50.00
<br />50.0
<br />0.0
<br />0.0
<br />0130
<br />2540.502
<br />MAIL BOX SUPPORT
<br />EACH
<br />010.0 4.00
<br />5096.0
<br />900
<br />5256.0
<br />200
<br />564.0
<br />10.00
<br />0.0
<br />300
<br />$0.0
<br />15.0
<br />040.0
<br />000.00
<br />2554.509
<br />2557602
<br />GUIDE POST TYPE 8
<br />INSTALL VEHICULAR GATE
<br />EACH
<br />EACH
<br />3320 0.0
<br />3300.0 100
<br />830.0
<br />33.00
<br />0.0
<br />5247.50
<br />1.00
<br />'2000
<br />, 3300.00
<br />910.0
<br />00.00
<br />- 30.00
<br />10.0
<br />0.0
<br />10.0
<br />10.00
<br />000
<br />0.0
<br />510,14000
<br />0.00
<br />5120.0
<br />0.005
<br />1000
<br />000.000
<br />0.115
<br />0.0
<br />0,900
<br />2557.803
<br />INSTALL CHAINUWK FENCE
<br />LF
<br />17.0 53.0
<br />097.0
<br />36000.0
<br />0.133
<br />1700.0
<br />0420
<br />325.20.0 0025
<br />11,500.0
<br />0111
<br />0,60.0
<br />0.020
<br />9120.0
<br />0.169
<br />1000
<br />2563.01
<br />TRAFFIC CONTROL
<br />LS
<br />EACH
<br />560,000.0 1.0
<br />530000 25.00
<br />59,00.0
<br />0.0
<br />25.0
<br />19,500.0
<br />0.0
<br />0.0
<br />0.0
<br />90.00
<br />0.0
<br />£0.0
<br />00.0
<br />294.76
<br />86,484.72
<br />586.92
<br />512 91224
<br />55.00
<br />0.0
<br />0.0
<br />90.00
<br />0,00
<br />50.0
<br />5000
<br />2563802
<br />TYPE M BARRICADES
<br />SF
<br />322.0 081.68
<br />819,396.0
<br />10.00
<br />65.25
<br />51,566.01
<br />0.00
<br />80.0
<br />00.00
<br />i0.00
<br />2564.531
<br />SIGN PANELS TYPE C
<br />SF
<br />824.00 6525
<br />81,50.0
<br />3.00
<br />575.00
<br />15.0
<br />5315.0
<br />60.0
<br />5000
<br />0.0
<br />0.
<br />000
<br />30.0
<br />8000
<br />2564.831
<br />SIGN PANELS TYPED
<br />TYPE C
<br />EACH
<br />325.0 18.0
<br />9450.00
<br />3.0
<br />50.0
<br />0.0
<br />00.0
<br />0.0
<br />000
<br />000
<br />00
<br />2564.537
<br />INSTALL SIGN
<br />0
<br />EACH
<br />530.0 3.00'
<br />50.0
<br />1:0
<br />• 525.00
<br />7.00
<br />1175.0
<br />0.0
<br />50.00
<br />0.0
<br />-
<br />3000
<br />0.0
<br />00
<br />10.0
<br />0000
<br />2564337
<br />INSTALL SIGN TYPE
<br />SPECIAL
<br />EACH
<br />925.00 60
<br />020.0
<br />3.0
<br />9120.0
<br />30.0
<br />0.0
<br />50.00
<br />50.00
<br />30.00
<br />1000
<br />00
<br />0.0
<br />2564.537
<br />INSTALL SIGN TYPE
<br />CYLINDER STYLE
<br />EACH
<br />' 940.0 3.0
<br />9120.0
<br />3.00
<br />5150.00
<br />11.00
<br />5550.00
<br />90.0
<br />9000
<br />_
<br />00.00
<br />0.0
<br />0.0
<br />0.0
<br />5000
<br />00
<br />10.0
<br />2584550
<br />DELINEATOR TYPE
<br />HAZARD MARKER x4-2
<br />FJ1CH
<br />350.00 14.00
<br />9700.00
<br />2564.552
<br />A MARKER X4.4
<br />EACH
<br />530.0 9.00
<br />5520.0
<br />30.0
<br />9.00
<br />5560.0
<br />10.0
<br />10.00
<br />30.00
<br />0.0
<br />0.0
<br />0.0
<br />000
<br />2564.554
<br />2564.554
<br />2501565
<br />500W FLOE
<br />SNOW PLOW MARKER X45
<br />EII0OF ROADWAY MARKER X4-11
<br />EACH
<br />EACH
<br />330.0 4.00
<br />5500 5.00
<br />7
<br />110.0
<br />620.0
<br />2.0
<br />200
<br />560.0
<br />110.0
<br />2.0
<br />3.00
<br />560.0
<br />510.0
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />5000
<br />50.0
<br />30.0
<br />1000
<br />0'0
<br />50.0
<br />400
<br />81,30.0
<br />12.0
<br />83 900.00
<br />0.0
<br />50 CO
<br />50.00
<br />SO 00
<br />50.00
<br />30.00
<br />50.0
<br />00
<br />30.0
<br />2584.002
<br />P
<br />EACH
<br />5325.0 16.0
<br />55,20.0
<br />2564.03
<br />PAVEMENT POLY PREFORM
<br />E/'CH
<br />03025
<br />514,556.0
<br />16,457.0
<br />54,11425
<br />41,769.00
<br />910,44225
<br />0.0
<br />00
<br />0.03
<br />0.0
<br />0.0
<br />50.0
<br />1000
<br />2564.03
<br />WHITE(AIARRONA
<br />4' PAINT
<br />LF
<br />58,226.00
<br />00.0
<br />740.00
<br />1567.0
<br />2.90.0
<br />1725.00
<br />50.0
<br />0.0
<br />0.0
<br />0.0
<br />0'00
<br />00
<br />2564.603
<br />4• EE WHITE • T
<br />BROKEN WHITE
<br />LF
<br />5025 7,814.0
<br />940.0
<br />585.0
<br />10.00
<br />50.00
<br />0.0
<br />0.0
<br />00
<br />50.0
<br />5000
<br />50.0
<br />0.0
<br />2584.603
<br />AI
<br />YSO PAINT
<br />SKIP I
<br />IF
<br />5020 517.0
<br />12720
<br />55.129.25
<br />3940.0
<br />083.0
<br />16,571.0
<br />$4,81125
<br />50.00
<br />0.0
<br />50.00
<br />50.00
<br />1003
<br />2584.607
<br />OLINEEWLOW
<br />PSOLID LNEYELLOWPAINT
<br />IF
<br />0.20 20,517.00
<br />0.30 36,0200
<br />51062760
<br />11022.0
<br />33,306.60
<br />25,070.0
<br />57,521.0
<br />0.0
<br />50.0
<br />30.00
<br />0.0
<br />0000
<br />1000
<br />0.0
<br />0.0
<br />00
<br />00
<br />2584803
<br />4- DOUBLE SOLO UNE YELLOW - PANT
<br />OF
<br />1F
<br />OF
<br />920 " 1,506.0
<br />92.50 039.0
<br />13,915.0
<br />52,07.0
<br />30.0
<br />.590.0
<br />0.0
<br />1,170.00
<br />639.00
<br />52925.0
<br />$2,07.50
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />50.0
<br />50.00
<br />1
<br />00.00
<br />0.0
<br />30.00
<br />0.0
<br />10.0
<br />30.0
<br />0.0
<br />2584.603
<br />24' SOLID UNEYELLOW -PANT
<br />UNE WHITE -POLY PREFORMED
<br />2564.03
<br />2564003
<br />4-SOUD
<br />24• STOP UNE WHITE - POLY PREFORMED
<br />IF
<br />515.0 36.0
<br />054000
<br />513,360.0
<br />'
<br />0.0
<br />30.0
<br />36.0
<br />3,340.00
<br />554000
<br />11330.0
<br />5000
<br />00.00
<br />00.00
<br />00.00
<br />0.0
<br />80.0
<br />0.00
<br />0.0
<br />saw
<br />0.0
<br />116.0
<br />31,770.0
<br />00
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />50.00
<br />50.0
<br />30.0
<br />00
<br />1000
<br />00
<br />0.00
<br />2584.603
<br />2564003
<br />4' DOUBLE LINE YELLOW • POLY PREFORMED
<br />24• SOLID UNE YELLOW - POLY PREFORMED
<br />IF
<br />LF
<br />04.0 3,340.0
<br />315.0 1100
<br />11,770.0
<br />2584.03
<br />4• SOLID UNE WHITE - EPDXY
<br />IS
<br />0.0 26,339.0
<br />116189.0
<br />5,451.0
<br />90225.50
<br />19,000.0
<br />59,944.0
<br />0.0
<br />50.00
<br />50.00
<br />0.0
<br />10.0
<br />0000
<br />2564603
<br />24. STOP UNE WHITE - EPDXY
<br />17
<br />58.0 214.0
<br />31,712.0
<br />52,184.0
<br />184.0
<br />740.00
<br />01,472.0
<br />5444.0
<br />0.0
<br />2,90.0
<br />524000
<br />51,740.0
<br />0.0
<br />50.00
<br />50.00
<br />0.0
<br />50.0
<br />5000
<br />50.0
<br />00
<br />50 0
<br />2564.03
<br />1' BOREN UNE WHITE - EPDXY
<br />IS
<br />LF
<br />0.60
<br />51.20
<br />3,64001)
<br />114.0
<br />3136.0
<br />114.0
<br />9138.0
<br />0.00
<br />•
<br />00
<br />50.00
<br />0.0
<br />500
<br />30.00
<br />50.0
<br />00.0
<br />0.0
<br />3 940.0
<br />51,970.0
<br />N 657.0
<br />17,325.0
<br />50.0
<br />50.00
<br />50.0
<br />•
<br />0.0
<br />90.0
<br />00
<br />0.0
<br />2551.603
<br />S SKIP STRIPE WHITE -EPDXY
<br />00.50
<br />18 07.0
<br />39,20.50
<br />2584603
<br />2564.603
<br />4• 60103 LINE YELLOW • EPDXY
<br />4• DOUBLE SOUD LINE YELLOW -EPDXY
<br />LF
<br />1F
<br />50.75
<br />1,79700
<br />31,347.75
<br />948.0 3711.0
<br />049.0
<br />038.75
<br />0.0
<br />0.0
<br />50.0
<br />
|