|
SUBSTANTIAL COMPLETION DATE
<br />ORIGINAL:
<br />REVISED:
<br />PARTIAL PAY ESTIMATE 43
<br />FROM: July 26, 2013
<br />TO: August 30, 2013
<br />CONTRACTOR: FRATTAL0NE COMPANIES. INC.
<br />ADDRESS: 3205 SPRUCE ST., LITTLE CANADA, MN 55117
<br />OWNER: CITY OF LITTLE CANADA
<br />PROJECT: 2013 STREET AND UTIL. IMPROV.
<br />AMOUNT OF CONTRACT
<br />ORIGINAL: $ 1,030,026.31
<br />REVISED:
<br />ITEM
<br />N0.
<br />ITEM DESCRIPTION
<br />UNIT
<br />ORIGINAL CONTRACT
<br />QTY. UNIT PRICE
<br />'THIS PERIOD
<br />QTY. TOTAL PRICE.
<br />TOTAL TO DATE
<br />QTY. TOTAL PRICE
<br />SCHEDULE 1.0 - PINETREE PONDS
<br />0
<br />©
<br />0
<br />5
<br />6
<br />2021.501
<br />MOBILIZATION
<br />LS
<br />ACRE
<br />1,00
<br />G.50
<br />03,30000
<br />2.80000
<br />0.00
<br />5032500
<br />60.00
<br />100 533,200.00
<br />6.50 518,200.00
<br />2101502
<br />CLEARING P
<br />©GRUB
<br />P
<br />ACRE
<br />855
<br />700.00
<br />0.00
<br />50.00
<br />8.50 54,55000
<br />2100.505
<br />REMOVE BITUMINOUS PAVEMENT
<br />®1111111171EINICININNEI
<br />EACH
<br />LF
<br />0Y
<br />Cl'
<br />1.00
<br />12000
<br />2.836.00
<br />798.00
<br />300
<br />Sil
<br />354
<br />000
<br />000
<br />000
<br />000
<br />60.00
<br />50,00
<br />546,20
<br />100 5190.00
<br />REMOVE SANITARY STRUCTURE
<br />_2104,509
<br />2104.513
<br />SAWCUT BITUMINOUS (FULL (DEPTH)
<br />50.0 0
<br />5213.00
<br />finalMEMI
<br />6
<br />SALVAGE TOPSOIL 6 0
<br />51907.40
<br />50.00
<br />_, -]100
<br />47 00 519.05015
<br />039
<br />203600 5101
<br />2105.501
<br />COMMON EXCAVATION (EV) (P)
<br />9
<br />2105501
<br />POND EXCAVATION (EV) (P)
<br />CY
<br />CY
<br />583.00
<br />5755,00
<br />820
<br />G)9
<br />608�C3
<br />7.37
<br />333.00
<br />5) 500
<br />0rn
<br />52'/3060
<br />5590425
<br />619 095.67
<br />503.00 S4 )8084 0
<br />5]55.00
<br />13G)OAO
<br />309100
<br />2105.501
<br />HOUSE PAD EXCAVATION EV P
<br />i1
<br />2105.522
<br />HOUSE PAO FILL 0 P
<br />CY
<br />13.6)0.00
<br />12
<br />13
<br />'®
<br />Ow CV P
<br />01
<br />2]41.00
<br />2106,522
<br />SAND MEDIA (CV) (P)
<br />CY
<br />350.00
<br />135.75
<br />0.00
<br />50.00
<br />25000 534.187.50
<br />14
<br />IS
<br />2105.601
<br />DEWATERING
<br />LS
<br />1,00
<br />7635.00
<br />0.00
<br />50.00
<br />1,00 5]635 DD
<br />2105.606
<br />GEOTEXTILE FABRIC
<br />an
<br />a
<br />SY
<br />2.00000
<br />?,85000
<br />65.00
<br />1.20
<br />1.50
<br />8,01
<br />2570
<br />2019.00
<br />000
<br />1850,00
<br />0.00
<br />001.3.11=
<br />5000
<br />00,00
<br />55.104.60
<br />000 $0.00
<br />1850.00 51481850
<br />0.00 50,00
<br />m
<br />2131.502
<br />CALCIUM CHLORIDE
<br />2211501
<br />AGGREGATE BASE CLASS 5 /CLASS 7
<br />m
<br />19
<br />9I
<br />MILL BITUMINOUS PAVEMENT
<br />2300501
<br />TYPE 60W003400 WEAR COURSE MIX,
<br />TON
<br />35000
<br />66.43
<br />2.00
<br />513286
<br />2.00 513286
<br />20
<br />®
<br />®
<br />®
<br />m
<br />25
<br />2360.602
<br />TYPE SPNW83300 NON WEARING COURSE MIX,
<br />TON
<br />45000
<br />64.91
<br />14.95
<br />597040
<br />14,95 5970,40
<br />2501602
<br />1 L RED END SECTION WITRASHGUARD
<br />alT
<br />]22_35_
<br />0.00
<br />5000
<br />2501602
<br />15" RC FLARED END SECTIONN0TRASHGUARD
<br />50011
<br />782,40
<br />0,00
<br />$0.00
<br />51 564.50
<br />3501602
<br />18' RC FLARED END SECTIONWRRASHGUARD
<br />EACH
<br />82830
<br />0.00
<br />50.00
<br />5433004
<br />50.00
<br />5828.30
<br />240300 65478.84
<br />310.00 62,901.60
<br />2502.541
<br />4- PERT PE PIPE DRAIN VV/SOCK
<br />®
<br />LF
<br />31)000
<br />31000
<br />9.36
<br />1903.00
<br />0.00
<br />2502.541
<br />4' PVC SCH 40 STORM SEWER
<br />26
<br />2]
<br />2503541
<br />12'RC PIPE SEWER DES 3006 CLV
<br />LF
<br />315 00
<br />20.56
<br />0.00
<br />50,00
<br />304.00 56,25024
<br />2503541
<br />15' RC PIPE SEWER DES 2006
<br />LF
<br />400.00
<br />2240
<br />0.00
<br />50.0D
<br />394.00 58,62500
<br />20
<br />2503541
<br />18' RC PIPE SEWER DES 3006. CULL
<br />LF
<br />1]5.00
<br />24.71
<br />0.00
<br />50.00
<br />177.00 54.37367
<br />29
<br />2503,602
<br />CONNECT TO EXISTING SANITARY SEWER MAIN
<br />LS
<br />1.00
<br />6218,00
<br />0.00
<br />S800:0000
<br />1.00 56218.00
<br />mm�
<br />®�8
<br />®
<br />m
<br />MEW
<br />Oar
<br />5•
<br />CONNECT TO EXISTING STORM STRUCTURE
<br />®®"
<br />®
<br />0
<br />®=10311111
<br />mal
<br />®=11E:MIN
<br />o%
<br />520.00
<br />lair
<br />3].03
<br />90664
<br />8,209.00
<br />000
<br />0,00
<br />0.00
<br />0,00
<br />0.00
<br />OOD
<br />50.00 00
<br />50.0000
<br />1.00 5665.00
<br />56,000.70
<br />2503.603
<br />" %4 "PVC SANITARY SEWER WYE
<br />4" PVC SCR 40 SERVICE PIPE
<br />5000
<br />50.00
<br />520.00 67,481.60
<br />=War
<br />2503603
<br />8' PVC SCR 35 SANITARY SEWER MAIN
<br />6' PVC SOR 25 SANITARY SEWER MAIN
<br />50.00.11.103a
<br />50,00__
<br />1.00 58,20900
<br />X 8" WET TAP 05T14 VALVE
<br />36
<br />2504,602
<br />INSTALL HYDRANT AND VALVE
<br />EACH
<br />2.00
<br />4.655.00
<br />0,00
<br />0000
<br />2.00 5901000
<br />3)
<br />2504.602
<br />8` GATE VALVE AND SOX
<br />EACH
<br />1,00
<br />172600 000
<br />60.00
<br />100 51,725.00
<br />m
<br />0O
<br />42
<br />1' WATERMAIN SERVICE CONNECTION
<br />®
<br />LF
<br />15.00
<br />4 000
<br />921.59
<br />11.60 0.00
<br />5000
<br />50.00
<br />56.32385
<br />40200 59.663.20
<br />2504.60
<br />1" TYPE& COPPER PIPE
<br />,
<br />2504.603
<br />6' DUCTILE IRON WATERMAIN 01.62
<br />5' DUCTILE IRON WATERMAIN 0152
<br />LF
<br />®IMIETEMICIIIIIIMM
<br />2500
<br />35.67 0.00
<br />50.00
<br />26 .OD 692]a2
<br />000 5000
<br />113200 638 125.76
<br />2509608
<br />DUCTILE IRON FITTINGS
<br />LB
<br />969.00
<br />867 0.00 50.00
<br />051.00 67,464.87
<br />43
<br />2506.502
<br />NYLOPLAST INLINE DRAIN (34NCH)
<br />EACH
<br />EACH
<br />4,08
<br />1.DO
<br />25999 0.0 5000
<br />1050.56 000 50.00
<br />000 5000
<br />100 61,060.56
<br />44
<br />2506502
<br />NYLOPLAST DRAIN BASIN 15 -INCH
<br />m
<br />m
<br />®�
<br />mm�
<br />m
<br />m
<br />®=11111.
<br />®'
<br />®
<br />2506602
<br />CONST SANITARY MANHOLE O' -8'
<br />EACH
<br />7.00
<br />2445.66 000 60.00
<br />7.00 517,119.62
<br />CONST SANITARY MANHOLE EXTRA DEPTH
<br />7
<br />20.96
<br />99.45 000 60.00
<br />3060 63.946.10
<br />CONST INSIDE DROP PER DETAIL
<br />7T
<br />5.22
<br />21438 0.00 50.00
<br />0.00 50.00
<br />CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24M36"
<br />EACH
<br />2.60
<br />122900 000 50.00
<br />2,00 6245800
<br />2506,502
<br />CONST DRAINAGE STRUCTURE DESIGN 484020
<br />EACH
<br />500
<br />1567.00 000 50.00
<br />+.00 5783500
<br />2500.502
<br />COW' DRAINAGE STRUCTURE OUTLET
<br />EACH
<br />100
<br />4.205.00 0,00 50.00
<br />1.00 54 205.00
<br />2511,502
<br />ADJUST FRAME AND RING CASTING
<br />RANDOM RIP RAP CLASS 11
<br />®
<br />CY
<br />24.00
<br />20.00
<br />421.52 7,00 52950.64
<br />7,00 52.95064
<br />66.10 0,00 60.00
<br />0.00 5000
<br />2.931.501
<br />CONCRETE CURB & GUTTER DESIGN 0616
<br />LF
<br />10000
<br />10.50 2]8.00 62.919.00
<br />2)800 52,919.00
<br />2531501
<br />CONCRETE CURB & GUTTER DESIGN SPECIAL
<br />1.F
<br />195000
<br />0.50_
<br />3.65 0.00 50.00
<br />01111E®_
<br />000 60.00
<br />LANDSCAPE EDGER, STEEL
<br />LF
<br />250.00
<br />®2940603
<br />®
<br />m
<br />59
<br />2663801
<br />TRAFFIC CONTROL
<br />LS
<br />1.0D
<br />85000 0,50 5425.00
<br />1,00 6850.00
<br />25]3502
<br />25]3.520_
<br />SEDIMENT REMOVAL BACKHOE
<br />LF
<br />HOURS
<br />2,700.00
<br />10.00
<br />2.00 000 60.00
<br />267300 05,346.00
<br />180.00 0,00 50,0
<br />0,00 60.00
<br />2573590
<br />INLET PROTECTION IMMCO
<br />EACH
<br />12.00
<br />280.00 7,00 51,900.00 700 5196000
<br />60
<br />G1
<br />2573.500
<br />25]3602
<br />00/0 CASTING
<br />TEMPORARY ROCK CONSTRUCTION ENTRANCE
<br />EACH
<br />5 0 0 4
<br />®11=E1=
<br />0
<br />®al
<br />®�
<br />SY
<br />7.00
<br />9 0 0
<br />]0.%0
<br />26.000.00
<br />166.00 0.00 00.00 0.00 50.00
<br />000.9) 000 6000 0.00 0000
<br />agna
<br />2.030.00 000 60.00 1,00 52050.00
<br />30.00 000 �®OD 5150.00
<br />AM
<br />m�MULCH
<br />MATERIAL
<br />tdOMPOS000082YPE SPECIAL
<br />19.30 0.00 20.77 070 50.00
<br />© COMPOS..a7.- 2
<br />®�SEEOING�TYPE 2]0)
<br />2080 10.00 5360.00 10.00 5360.00
<br />0.6] 0.00 50.00 0.00 60.00
<br />SCHEDULE I.0- PINETREE PONDS -TOTAL 550.575,19 5544951055
<br />SCHEDULE 2.0- sPRUCE STREET
<br />1
<br />2021.501
<br />M000U2ATI0N
<br />LS
<br />1.00
<br />18,400.00
<br />000
<br />50.00
<br />100
<br />518.400.00
<br />2
<br />2104,501
<br />REMOVE SEWER PIPE(STORM)
<br />Lf
<br />LF
<br />747,00
<br />192.00
<br />13.92
<br />150
<br />000
<br />000
<br />50,00
<br />50.00
<br />655.00
<br />252OD
<br />69,117.80
<br />6378.00
<br />539800
<br />3
<br />2109.501
<br />REMOVE CONCRETE CURB AND GUTTER
<br />4
<br />2104.503
<br />REMOVE CONCRETE PAVEMENT
<br />SF
<br />97900
<br />0.50
<br />0.00
<br />60.00
<br />796.00
<br />5
<br />2104.500
<br />REMOVE BITUMINOUS PAVEMENT
<br />SY
<br />6.700.00
<br />1.29
<br />0.00
<br />50.00
<br />6700.00
<br />65.643.00
<br />6
<br />2104.509
<br />REMOVE DRAINAGE STRUCTURE
<br />EACH
<br />400
<br />510.95
<br />0.00
<br />50.00
<br />4.00
<br />52,043.80
<br />59600
<br />7
<br />2109.511
<br />SAW CUT CONCRETE (FULL DEPTH)
<br />LF
<br />1200
<br />8.00
<br />000
<br />60.00
<br />4.00
<br />8
<br />2109.513
<br />SAW CUT 8ITVMINOUS (70L1 DEPTH)
<br />LF'
<br />EACH
<br />870.00
<br />400
<br />3.00
<br />25.00
<br />0.00
<br />000
<br />50,00
<br />0000
<br />665.00
<br />300
<br />61,99500
<br />575.00
<br />9
<br />2104.523
<br />SALVAGE BOLLARD
<br />2
<br />
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