|
SUBSTANTIAL COMPLETION DATE
<br />ORIGINAL:
<br />REVISED:
<br />PARTIAL PAY ESTIMATE N6
<br />FROM: October 26. 2013
<br />TO: September 26. 2014
<br />CONTRACTOR: FRATTALONE 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: 51.030.026.31
<br />REVISED:
<br />ITEM
<br />NO.
<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 />SCHEO_U-PI.
<br />2021501
<br />LS
<br />1.00
<br />533,300.00 000 50.00 10D 533]0000
<br />DEI
<br />2101502
<br />CLEARING 9
<br />ACRE
<br />6.50
<br />52800.00 0.00 50.00 650 018200.00
<br />3
<br />2101.507
<br />010118 (P)
<br />ACRE
<br />6.50
<br />6700.00 0,00 60.00 6.50 54550,00
<br />9
<br />2104.505
<br />REMOVE BITUMINOUS PAVEMENTS
<br />Y
<br />40200
<br />51.10 0.00 60.00 42.00 646.20
<br />204509
<br />REMOVE SANITARY STRUCTURE
<br />EACH
<br />1.00
<br />6798.00 000 50.00 100 5798
<br />210<513
<br />SAW CUT BITUMINOUS (FULL DEPTH
<br />LF
<br />13000
<br />63.00 000 60.00 71.OD 5213.00.00
<br />OW
<br />SALVAGE TOPSOIL EV P
<br />14
<br />7.97300
<br />62.55 000 6000 7473.00 610.056,15
<br />Inn
<br />COMMON EXCAVATION E P
<br />CY
<br />2.836 C0
<br />63.54 0.00 60.00 283000 510.039.94
<br />2105501
<br />POND EXCAVATION (EV) (P)
<br />CY
<br />583.00
<br />58.20 000 60,00 583.00 54780,60
<br />2105.501
<br />HOUSE PAO EXCAVATION E P
<br />CY
<br />_
<br />5.]55.00
<br />60.74 000 5000 57550D 539.076.45
<br />11
<br />2105522
<br />ROUSE PAD FILL (CIO {P)
<br />CY
<br />13.07000
<br />66.39 0.00 60.00 1367000 $57.214.60
<br />12
<br />2105.522
<br />SELECT GRANULAR BORROW CV P
<br />CY
<br />2.741.00
<br />67.37 0.00 60.00 309100 622.780.67
<br />13
<br />2106.522
<br />SAND MEDIA CV 9
<br />®
<br />350.00
<br />0.00 50.00 26600 536,37550
<br />0a4ta4'ill
<br />LS
<br />1.00
<br />67035,00 0.00 5000 100 67,635.00
<br />®.114/11111
<br />SY
<br />4470.00
<br />5120 0.00 60.00 4254.00 56,104.80
<br />mralEMCALCIUM
<br />CHLORIDE
<br />®
<br />200000
<br />61.50 0.00 60.00 0.00 5000
<br />AGGREGATE BASE CLASS 5 5 CLASS 7
<br />inn
<br />65.01 000 50.00 1850.00®''
<br />=�
<br />CARL
<br />BITUMINOUS PAVEMENT
<br />®®'
<br />525.70 000 50.00 000 50.00
<br />19
<br />2360.501
<br />TYPE SPWEB3406 WEAR COURSE MIX.
<br />TON
<br />350.00
<br />660.43 000 60.00 2,00 6132.50
<br />2D
<br />2350502
<br />TYPE SPNW83308 NON WEARING COURSE MIX.
<br />TON
<br />450.00
<br />564.91 0.00 60.00 41]85 627.122.64
<br />®CE
<br />RASHGUARO
<br />EACH
<br />3,00
<br />6722,35 000 60.00 300 62167.05
<br />®
<br />2501.502
<br />15 RC fLAREO 080 SECTION WITRASIIGUARO
<br />EACH
<br />2 00
<br />5782.40 _ 0.00 60.00 100 51,504.80
<br />23
<br />2501.602
<br />18' RC RED END SECTION 57/1 HASMGUARO
<br />EACH
<br />1.00
<br />6828.30 0.00 60.00 1.00 6828.30
<br />24
<br />2502.541
<br />4'PERF PE PIPE ORA IN W/SOCK
<br />3.17000
<br />62.25 0.00 50.00 200>00�
<br />®
<br />25025414"
<br />PVC SCH40 STORM SEWER
<br />LF
<br />310.00
<br />59.36 0.03 30.00 31000 62,90100
<br />26
<br />V"RC PIPE SEWER DES 3006. C.
<br />LF
<br />315.00
<br />620.56 0,0050.00 _ 304.00 66,250.24
<br />_2503.541
<br />2503.541
<br />15" R0 PIPE SEWER 0663006. CLV
<br />Lf
<br />401,00
<br />64440 000 50.00 394.00 68.825.60
<br />*11
<br />18' R0 PI PE SEWER DES 3006. 01111
<br />LF
<br />175,00
<br />624.71 0.00 50.00 17700 54273.67
<br />®
<br />*l3
<br />CGNNECTT0 EXISTING SANITARY SEWER MAIN
<br />®n
<br />66.21800 0.00 SO 001.111111013:01.11111.53M
<br />1111:111W14321111CONNECT
<br />TO EXISTING STORM STRUCTURE
<br />EACH
<br />1.00
<br />66G5.00 0.00 60.00 1.00 5065.00
<br />®l
<br />8' X 4' 900 SANITARY SEWER WYE
<br />�®"
<br />15
<br />0.00 6000 00 56005,70
<br />®
<br />2503.603
<br />4'PVC 60840 SERVICE PIPE
<br />LF
<br />52000
<br />61455 0.00 5000 520.00
<br />8" PVC SDR 35 SANITARY SEWER MAIN
<br />LF
<br />75100
<br />637.03 000 50.00 76100
<br />�2503.603
<br />�8'PVC
<br />3OR 26 SANITARY SEWER MAIN
<br />0
<br />162.00
<br />®" 000 50.00 516209,28
<br />35
<br />2504.602
<br />5' X 8'WET TAP \MTH VALVE
<br />®®"
<br />65.205,001r 5000 WO 65.20900
<br />36
<br />2504.602
<br />INSTALL HYDRANT AND VALVE
<br />EACH
<br />2.00
<br />64.65500 0.00 60.00 2.00 69.31000
<br />37
<br />2504.602
<br />0' GATE VALVE AND BOX
<br />EACH
<br />100
<br />6172500 0.00 60.0000 $1,72500
<br />m
<br />2504602
<br />1" WATERMAIN SERVICE CONNECTION
<br />MIIIMICIIIIIIIIIMEIMIIISZEINI
<br />000 5000 15.00 56.32365
<br />39
<br />2504.603
<br />1" TYPE 0 COPPER PIPE
<br />LF
<br />440.00
<br />51100 0,00 60.00 402.00 59663.20
<br />402504.603
<br />6' DUCTILE IRON WATERMAIN CL52
<br />LF
<br />25.00
<br />63567 0.00 60.00 26.00 692742
<br />41
<br />2504 G03
<br />8' DUCTILE IRON WATP.RMAIN 0L52
<br />LF
<br />113200
<br />633.66 000 60.00 113200 538.12576
<br />0
<br />2504600
<br />DUCTILE IRON FITTINGS
<br />L8
<br />964.00
<br />68.67 000 60.00 5]464.57
<br />2506.502
<br />NYLOPLAST INLINE DRAIN (B'INCH)EACI1
<br />4.00_
<br />5259.39 000 60.00 4.00 61 037.56
<br />2506.502
<br />NYLOPLAST DRAIN BASIN (15.1510/11
<br />EACH
<br />1.00
<br />61060.56 000 60.00 1.00 01060,56
<br />45
<br />2506.602
<br />CONST SANITARY MANHOLE O'-8'
<br />EACH
<br />7.00
<br />32445.66 0,00 5000 7 O 517.119.62
<br />462`506.602
<br />CONST SANITARY MANHOLE EXTRA DEPTH
<br />FT
<br />3996
<br />699.45 0.00 50.00 3965 63.94818
<br />47
<br />2506.062
<br />CONST INSIDE DROP (PER DETAIL)
<br />FY
<br />5.22
<br />5214,38 0.00 00.00 5.22 51,11900
<br />46
<br />250.502
<br />00861 DRAINAGE STRUCTURE DESIGN SPECIAL 24"%36'
<br />EACH
<br />2.00
<br />61229.00 0.00 60.00 2.00 5245800
<br />A9
<br />2506.502
<br />CONST ORAMAGE STRUCTURE DESIGN 484020
<br />EACH
<br />5.00
<br />61.56700 0.00 6000 5.00 67.83500
<br />50
<br />2906502
<br />0014ST DRAINAGE STRUCTURE OUTLET
<br />EACH
<br />1.00
<br />64,20500 0.00 50,00 1,00 64.205.00
<br />51
<br />250.522
<br />ADJUST FRAME AND RING CASTING
<br />EACH
<br />24.00
<br />6421.52 0.00 60.00 7.00 62.950.64
<br />52
<br />2511.502
<br />RANDOM RIP RAP CLASS IV
<br />CY20.00
<br />666.10 000 5000 00 50,00
<br />53
<br />2531501
<br />CONCRETE CURB B GUTTER DESIGN 8610
<br />LF
<br />100.00
<br />610.50 000 50.00 27800 62919,00
<br />54
<br />2551.501
<br />CONCRETE CURB S GUTTER DESIGN SPECIAL
<br />LF
<br />1.9500058
<br />.50 000 60,00 1756.00 314.926.00
<br />55
<br />2640600
<br />LANDSCAPE EDGER. STEEL
<br />250.00
<br />5385 0.00 60.00 000 60.00
<br />58
<br />2563602
<br />TRAFFIC
<br />LS
<br />103
<br />5852.00 _ 0,00 5000 1.00 5550.00
<br />5]
<br />25]3500
<br />SETFENT EM
<br />LF
<br />210000
<br />60.00 0.00 50.00 273300 55 456.00
<br />0
<br />2573.520
<br />OVAL 8ANESLICED
<br />PROOEMOVALMMOOI E
<br />12.00
<br />6280.00 0.00 60.00 50.00
<br />60
<br />25]3.530
<br />INLET
<br />INLET PROTECTION (TMC0)
<br />EACH
<br />12.00
<br />6280.00 000 0000 000 51,96000
<br />60
<br />25]3.530
<br />INLET PROTECTION (STRUCTURE W:O CASTING)
<br />EACH
<br />700
<br />5168.00 0.00 0000 0.00 5000
<br />Gi
<br />INLET SEDIMENT REMOVAL
<br />EACH
<br />190
<br />5124.97 0.00 30.00 000 60.00
<br />62
<br />_2573602
<br />2573.602
<br />TEMPORARY ROCK CONSTRUCTION ENTRANCE
<br />EACH
<br />100
<br />52000.00 0.00 50.0 100 62000.00
<br />63
<br />2575607
<br />ROCK CHECK DAM
<br />CY
<br />70,00
<br />63000 0.00 50.00 0.00 6150.00
<br />64
<br />25 ]560]
<br />MULCH MATERIAL TYPE SPECIAL
<br />CY
<br />25500
<br />51920 O 5000 000 30.00
<br />m
<br />2575550
<br />COMPOST GRADE 2
<br />CY
<br />235.00
<br />520.80 0.0000 50.00 333.80 56,94304
<br />®
<br />2 7 604
<br />SEEDING TYPE 270
<br />SY
<br />26000,00
<br />60.67 23000.00 515.4100 2300000 515,410,00
<br />SCHEDULE 1.0- PINETREE PONDS -TOTAL 615,410.00 659857800
<br />SCHEDULE 2.0- SPRUCE STREET
<br />1
<br />2021.501
<br />MOBILIZATION
<br />LS
<br />1.00
<br />518,400.00
<br />0,00
<br />60.00
<br />100
<br />618.40000
<br />2
<br />2104.601
<br />REMOVE SEWER PIPE (STORM)
<br />LF
<br />747,00513.92
<br />000
<br />60.00
<br />65500
<br />69.117.60
<br />3
<br />2104.501
<br />REMOVE CONCRETE CURB AND GUTTER
<br />LF
<br />190.00
<br />51.50
<br />000
<br />60.00
<br />252.0
<br />5378.00
<br />a
<br />2104.503
<br />REMOVE CONCRETE PAVEMENT
<br />SF974.00
<br />6050
<br />0.00
<br />60,0
<br />796.0
<br />1398.00
<br />2104.505
<br />REMOVE BITUMINOUS PAVEMENT
<br />SY
<br />6.10000
<br />6129
<br />0.0
<br />60.00
<br />6700.00
<br />684430
<br />6
<br />2104,509
<br />REMOVE DRAINAGE STRUCTURE
<br />EACN
<br />4.00
<br />551695
<br />000
<br />50.00
<br />4_00
<br />52043.80
<br />]
<br />2104.511
<br />SAW CUT CONCRETE (FULL DEPTH)
<br />LF
<br />1200
<br />58.00
<br />000
<br />50,00
<br />1200
<br />506.00
<br />2104513
<br />SAW CUT BITUMINOUS (FULL DEPTH)
<br />LF
<br />870.5753.00
<br />0.00
<br />60,00
<br />05,00
<br />6199500
<br />9
<br />2104.523
<br />SALVAGE 8011.7,100
<br />EACH
<br />400
<br />62500
<br />0.00
<br />60.00
<br />300
<br />675.00
<br />
|