|
SUBSTANTIAL COMPLETION DATE
<br />ORIGINAL:
<br />REVISED:
<br />PARTIAL PAY ESTIMATE 89
<br />FROM: November 1, 2014
<br />TO: February 19, 2015
<br />CONTRACTOR: FPI PAVING CONTRACTORS, INC.
<br />ADDRESS: 3230 RICE STREET, LITTLE CANADA, MN 55117
<br />OWNER: CITY OF LITTLE CANADA
<br />PROJECT: LITTLE CANADA ROAD IMPROVMENTS
<br />AMOUNT OF CONTRACT
<br />ORIGINAL: $ 1,154,113.10
<br />REVISED: $ 1,282 464.07
<br />ITEM
<br />NO.
<br />ITEM DESCRIPTION
<br />UNIT
<br />ORIGINAL CONTRACT THIS PERIOD
<br />QTY. UNIT PRICE QTY. TOTAL PRICE
<br />TOTAL TO DATE
<br />QTY. TOTAL PRICE
<br />SCHEDULE 1.0 - LITTLE CANADA ROAD
<br />MOBILIZATION
<br />LS
<br />7.00
<br />55.000.00
<br />0.00
<br />50.00
<br />1.00
<br />$55000.00
<br />H2021.501
<br />2101,507
<br />CLEARING
<br />ACRE
<br />0.12
<br />6,500.00
<br />0.00
<br />50.00
<br />0.1]
<br />51,105.00
<br />2101.502
<br />CLEAR
<br />'TREE
<br />8.00
<br />350.00
<br />0.00
<br />50.00
<br />1200
<br />54.20000
<br />.GRUBBING
<br />GRUBBING
<br />0.12
<br />6,500.00
<br />0.00
<br />50.00
<br />0.17
<br />51.10500
<br />2101.507
<br />GRUB
<br />TREE
<br />8.00
<br />250.00
<br />0,00
<br />50.00
<br />13.00
<br />53,250.00
<br />2104.501
<br />REMOVE SEWER PIPE STORM
<br />LE
<br />45,00
<br />16.80
<br />0.00
<br />50.00
<br />58.00
<br />5974.40
<br />At
<br />2104,501
<br />4,501
<br />_2704.501
<br />2100x03
<br />REMOVE FENCE
<br />IF
<br />940.00
<br />16000
<br />6.40
<br />5.00
<br />000
<br />0.00
<br />50.00
<br />50.00
<br />1007,00
<br />56,956.80
<br />160,00
<br />5815.00
<br />REMOVE GUARDNL
<br />IF
<br />SP
<br />80.00
<br />3.3.3.3._.•
<br />230.00
<br />_55.50__
<br />��4.50
<br />_0.00__
<br />���������'�000
<br />-__50.00
<br />�--- 5000--84.00
<br />_ 80, 00
<br />54370.00
<br />$378.00
<br />REMOVE RETAINING WALL
<br />BE2104.503
<br />2104,505
<br />REMOVE LANDSCAPING
<br />SF
<br />SY
<br />1,100.00
<br />1.65
<br />_ 0.00
<br />50.00
<br />1100,0D
<br />51,815.00
<br />RC"i'j
<br />710.00
<br />7.00
<br />0.00
<br />50.00
<br />112000
<br />$7.04000
<br />M2104.509
<br />®REMOVE
<br />2104,509
<br />BITUMINOUS PAVEMENT
<br />SY
<br />1,900.00
<br />5.00
<br />0.00
<br />50.00
<br />1822,00
<br />$9,110.00
<br />REMOVE POLE BASE
<br />EACH
<br />Mani
<br />1,000.00
<br />0.00
<br />50.00
<br />2.00
<br />52,000.00
<br />REMOVE FLAG POLE
<br />EACH
<br />EACH
<br />EACH
<br />EACH
<br />MEM
<br />MEM
<br />4.00
<br />1.00
<br />500.00
<br />1.890.00
<br />505.00
<br />1,765.00
<br />0.00
<br />0.00
<br />0,00
<br />0,00
<br />$0,00
<br />$0.00
<br />$0.00
<br />$0.00
<br />MEM
<br />man
<br />MEM
<br />1111111111E3
<br />54000,00
<br />53,780.00
<br />52,02000
<br />51,76500
<br />1
<br />REMOVE HYDRANT
<br />2104.509
<br />REMOVE DRAINAGE STRUCTURE
<br />Eis
<br />2104.509
<br />REMOVE VALVE
<br />_ _19
<br />2104.511
<br />SAW CUT CONCRETE (FULL DEPTH.
<br />SAW CUT BITUMINOUS FULL DEPTH
<br />SALVAGE SIGN
<br />IF
<br />100,00
<br />2.65
<br />0,00
<br />$0.00
<br />304,00
<br />5805.60
<br />20
<br />mlampl
<br />2104.513
<br />LF
<br />EACH
<br />850.00
<br />33.00
<br />2.35
<br />1r
<br />0,00
<br />0,00
<br />$0.00
<br />$0.00
<br />1010,00
<br />33.00
<br />52,373,50
<br />5858.00
<br />11111111111SEEMISALVAGE
<br />BANNER POLE
<br />EACH
<br />2.00
<br />500.00
<br />0.00
<br />50.00
<br />2,00
<br />51,000.00
<br />2704.618
<br />SALVAGE PAVERS
<br />SP
<br />905.00
<br />5.00
<br />0.00
<br />$0.00
<br />1013,00
<br />$5,065.00
<br />2704.523
<br />SALVAGE MAILBOX
<br />EACH
<br />14.00
<br />36.75
<br />0.00
<br />$0.00
<br />1000
<br />5367.50
<br />25
<br />r r
<br />COMMON EXCAVATION (P)
<br />CY
<br />2,130,00
<br />23.00
<br />000
<br />$0.00
<br />2130.00
<br />548.99000
<br />26
<br />2705.501
<br />POND EXCAVATION (RAINWATER GARDENS)(P)
<br />CY
<br />345,00
<br />30.00
<br />0,00
<br />$0.00
<br />345,00
<br />510,350.00
<br />27
<br />2105,525
<br />TOP SOIL BORROW (CV)
<br />CY
<br />850.00
<br />40.00
<br />0.00
<br />50.00
<br />409,00
<br />516.360.00
<br />28
<br />2105.607
<br />SUBGRADE CORRECTION
<br />CY
<br />1.910.00
<br />23.00
<br />0.00
<br />50.00
<br />882.45
<br />520,296.35
<br />29
<br />2712,001
<br />SUBGRADE PREPARATION
<br />RD STA
<br />24,00
<br />250.00
<br />0.00
<br />S0.00
<br />24.00
<br />56,000.00
<br />30
<br />2511,607
<br />CALCIUM CHLORIDE SOLUTION
<br />GAL
<br />CY
<br />1,000.00
<br />800.00
<br />265.00
<br />3.00
<br />linlinalan
<br />20.00
<br />0.00
<br />0.00
<br />$0.00
<br />0,00
<br />$0.00
<br />®
<br />2211.501
<br />AGGREGATE BASE. CLASS 5
<br />$0.00®
<br />50.00
<br />200.00
<br />$382.38
<br />$4.000,00
<br />®w
<br />33
<br />2211,607
<br />AGGREGATE BASE PLACED (SIDEWALK)
<br />AGGREGATE BASE PLACED
<br />CY
<br />685.00
<br />15.00
<br />0.00
<br />50,00
<br />600.00
<br />$9.000,00
<br />34
<br />2504,602
<br />MILL BITUMINOUS PAVEMENT
<br />SY
<br />7,300.00
<br />1.80
<br />0,00
<br />50.00
<br />7462.00
<br />513.431.60
<br />®taara
<br />2350.501
<br />RECLAIM BITUMINOUS PAVEMENT
<br />SY
<br />10,100.00
<br />®
<br />0.00
<br />50.00
<br />10700.00
<br />521.715,00
<br />TYPE SPWE8340E WEARING COURSE MIXTURE
<br />TON
<br />74500
<br />75.00
<br />0,00
<br />50.00
<br />681.96
<br />551,147,00
<br />2350 50
<br />TON
<br />2.155,00
<br />75.00
<br />0.00
<br />50.00
<br />2722.03
<br />5204.152.25
<br />EillEnTYPE
<br />SPWEB340C WEARING COURSE MIX DRIVEWAY
<br />®
<br />•EAC_H
<br />LT
<br />LF
<br />LF
<br />550.00
<br />1.900,00
<br />_ 100 _
<br />3000
<br />10.00
<br />21.00
<br />100.00
<br />36.00
<br />1,21000
<br />1500
<br />®0
<br />61.00
<br />0.00
<br />0,00
<br />00
<br />0.00
<br />000
<br />0,00
<br />$0.00®
<br />$0.00
<br />__ _ _ __ - $000
<br />5000
<br />50.00
<br />197513
<br />D
<br />3...3.3.,3. _ 1.00
<br />0.00
<br />0.00
<br />553,636.00
<br />$71,104.68
<br />mEMEn
<br />BLOCK RETAINING WALL SPECIAL WET CAST
<br />40
<br />47
<br />42
<br />44
<br />f.
<br />2502541
<br />2503.511
<br />2503.511
<br />12" RC_FLAREO END SECTION W/TRASHGUARD •_
<br />51 250.00
<br />50.00
<br />8
<br />0
<br />10" DIP STORM SEWER
<br />5000
<br />50.00
<br />23.00
<br />51,403.00
<br />44
<br />2503.521
<br />22" SPAN RC PIPE -ARCH SEWER CILIA
<br />LF
<br />34.00
<br />55.65
<br />000
<br />50.00
<br />34.00
<br />51,892,10
<br />45
<br />IIEMEall
<br />PIPE SEWER DES 3006, CLV
<br />LE
<br />172.00
<br />3255
<br />0.00
<br />50.00
<br />175.00
<br />46
<br />MIMI
<br />15" RC PIPE SEWER DES 3006, CLV
<br />LP
<br />427.00
<br />33.60
<br />0.0D
<br />$0.00
<br />1r
<br />514,179.20
<br />47
<br />16° RC PIPE SEWER DES 3006, CLIII
<br />LF
<br />746.00
<br />35.70
<br />0.00
<br />0.00
<br />$0,00®
<br />50.00
<br />1.00
<br />526,917.80
<br />51,545.00
<br />m
<br />m'
<br />50
<br />51
<br />52
<br />2503,602
<br />2503.802
<br />2503,602
<br />3.603_
<br />2503.603
<br />EACFI
<br />4.00
<br />1,54500
<br />8"X4" PV WYE
<br />4 PVC PIPE .__._..____..._
<br />EACH
<br />EACH
<br />LF
<br />EACH
<br />2.00
<br />1.00
<br />6.00
<br />1,945.00
<br />2,025.00
<br />41.00
<br />1.680.00
<br />0.00
<br />$0.00
<br />3,00
<br />55.835.00
<br />0.00
<br />0.00
<br />0.00
<br />50.00
<br />• 50.00
<br />50.00
<br />1,00
<br />52,02500
<br />___53.89000
<br />• 52,28480
<br />__90.00
<br />7.36
<br />2504,602
<br />W EMAISEWER
<br />WATERMAIN FITTING INSPECTION
<br />4.00
<br />_ 53
<br />4�
<br />®
<br />2504.602
<br />2504.602
<br />2504.602
<br />WATER SERVICE CONNECTION
<br />EACI'I2.00
<br />EACH
<br />EACH
<br />_ 7.00 _ _
<br />rr
<br />1,585.00
<br />_!!,145.00
<br />6,225.00
<br />0.00
<br />_60_600.006060-
<br />0,00
<br />50.00
<br />1.00
<br />1.00
<br />2.00
<br />51,58500
<br />54,145.00
<br />IN STALL HYDRANT AND VALVE
<br />50.00
<br />50.00
<br />512,450.00
<br />56
<br />2504,602
<br />ADJUST VALVE
<br />EACH
<br />2.00
<br />350.00
<br />0,00
<br />50.00
<br />1700
<br />55,950,00
<br />57
<br />2504,602
<br />WM FITTING BOLT REPLACEMENT
<br />EACH
<br />1.00
<br />1,230.00
<br />0.00
<br />50,00
<br />0,00
<br />50.00
<br />58
<br />2504.602
<br />8" GATE VALVE AND BOX
<br />EACH
<br />1.00
<br />3,940.00
<br />0,00
<br />50.00
<br />1,00
<br />53,940.00
<br />59
<br />2504,603
<br />11/2" TYPE K COPPER PIPE
<br />LF
<br />EACH
<br />55.00
<br />1,00
<br />46.00
<br />1.490.00
<br />000
<br />0,00
<br />50.00
<br />50,00
<br />41.00
<br />2.00
<br />51,886.00
<br />52,900.00
<br />G0
<br />2506,502
<br />CONST DRAINAGE STRUCTURE DESIGN SPEC 24"X36"
<br />61
<br />2503.502
<br />CONST DRAINAGE STRUCTURE DESIGN 464020
<br />EACH
<br />10.00
<br />2,235.00
<br />0,00
<br />50.00
<br />16.00
<br />535,760.00
<br />62
<br />2506.522
<br />ADJUST FRAME RING AND CASTING
<br />EACH
<br />EACH
<br />CY
<br />16.00
<br />FF
<br />10.00
<br />550.00
<br />1.605.00
<br />110.00
<br />0 O
<br />0.00
<br />0,00
<br />50.00
<br />50.00
<br />50.00
<br />73.00
<br />1,10
<br />$7,150.00
<br />51,605,00
<br />5121.00
<br />63
<br />2506.602
<br />RECONSTRUCT SANITARY MANHOLE
<br />64
<br />2511.502
<br />RANDOM RIP RAP, CLASS IV
<br />0
<br />86
<br />67
<br />2511.607
<br />2521,501
<br />GRANULAR BEDDING SPECIAL CV P
<br />4" CONCRETE SIDEWALK
<br />CY
<br />SF
<br />125.00
<br />15,600.00
<br />50.00
<br />2.90
<br />0.00
<br />867,00
<br />50.00
<br />52,572.30
<br />0.00
<br />50,00
<br />1332100
<br />538,630.90
<br />2531.501
<br />CONCRETE CURB & GUTTER 8612
<br />LP
<br />200.00
<br />19.70
<br />0.00
<br />50.00
<br />542.00
<br />510.677,40
<br />68
<br />2531.501
<br />CONCRETE CURB & GUTTER DESIGN B624
<br />LF
<br />5,100.00
<br />73.40
<br />0.00
<br />5000
<br />5600,00
<br />$75,040.00
<br />
|