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SUBSTANTIAL COMPLETION DATE
<br />ORIGINAL:
<br />REVISED:
<br />PARTIAL PAY ESTIMATE 01
<br />FROM: June 1, 2013
<br />TO: July 1, 2013
<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: $ 1,030.026.31
<br />REVISED:
<br />ITEM
<br />NO.
<br />ITEM
<br />-
<br />DESCRIPTION
<br />UNIT
<br />ORIGINAL CONTRACT I
<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 />1
<br />2021.501
<br />MOBILIZATION
<br />LS
<br />1.00
<br />33,30000
<br />0.50 516.650.00
<br />0,50
<br />016,65000
<br />2
<br />2101.502
<br />CLEARING (P)
<br />ACRE
<br />8.50
<br />2,800.00
<br />6.50 $18,200.00
<br />6.50
<br />$18,200.00
<br />3
<br />4
<br />2101.507
<br />2104505
<br />GRUB (P)
<br />ACRE
<br />6.50
<br />700.00
<br />6.50 $4,550.00
<br />6.50
<br />54,550.00
<br />REMOVE BITUMINOUS PAVEMENT
<br />SY
<br />40200
<br />1.10
<br />0.00 30.00
<br />000
<br />50.00
<br />5
<br />2104.509
<br />REMOVE SANITARY STRUCTURE
<br />EACH
<br />100
<br />79800
<br />0.00 50.00
<br />0.00
<br />00.00
<br />6
<br />2104.513
<br />SAW CUT BITUMINOUS (FULL DEPTH)
<br />LE
<br />130.00
<br />3.00 0.00 80.00
<br />0.00
<br />50.00
<br />]
<br />2105.535
<br />SALVAGE TOPSOIL (E'4 (P)
<br />CY
<br />!.473.00
<br />255 1500.00 53,825.00
<br />150000
<br />53,825.00
<br />8
<br />2105.501
<br />COMMON EXCAVATION(EV) (P)
<br />CY
<br />2836.00
<br />3.54 0.00 50.00
<br />0.00
<br />50.00
<br />9
<br />2105501
<br />POND EXCAVATION (EV) (P)
<br />CY
<br />583.00
<br />820 0.00 50.00
<br />0.00
<br />50.00
<br />10
<br />2105.501
<br />HOUSE PAD EXCAVATION (EV) (P)
<br />CY
<br />5.]5500
<br />679 1150.00 $7,808.50
<br />115000
<br />57,808.50
<br />11
<br />2105.522
<br />HOUSE PAD FILL (CV) (P)
<br />CY
<br />13,6]0.00
<br />6.38 1500.00 59,57000
<br />150000
<br />59,57000
<br />12
<br />2105.522
<br />SELECT GRANULAR BORROW CV) P)
<br />CY
<br />2.]41.00
<br />7.37 0.00 50.00
<br />000
<br />5000
<br />13
<br />2106.522
<br />SAND MEDIA (CV) (P)
<br />CY
<br />35000
<br />136.75 000 50.00
<br />0.00
<br />5000
<br />14
<br />2105.601
<br />DEWATERING
<br />LS
<br />100
<br />7,635.00 0.00 50.00
<br />0.00
<br />50.00
<br />15
<br />2105.604
<br />GEOTE %TILE FABRIC
<br />SY
<br />4.4]000
<br />1.20 0.00 30.00
<br />0.00
<br />50.00
<br />16
<br />2131.502
<br />CALCIUM CHLORIDE
<br />GAL
<br />200000
<br />1.50 000 50.00
<br />0.00
<br />50.00
<br />1]
<br />2211.501
<br />AGGREGATE BASE CLASS 5 / CLASS ?
<br />TON
<br />1,85000
<br />8.01 000 50.00
<br />0.00
<br />50.00
<br />18
<br />2232.501
<br />MILL BITUMINOUS PAVEMENT
<br />SY
<br />6500
<br />25.70 0.00 50.00
<br />0.00
<br />50.00
<br />19
<br />2360.501
<br />TYPE SPWE8340B WEAR COURSE MIX.
<br />TON
<br />350.00
<br />66.43 0.00 50.00
<br />0.00
<br />50.00
<br />20
<br />2380502
<br />TYPE SPNW6330B NON WEARING COURSE MIX.
<br />TON
<br />45000
<br />6491 0.00 60.00
<br />0.00
<br />50.00
<br />21
<br />2501602
<br />12 RC FLARED END SECTION WRRASHGUARD
<br />EACH
<br />300
<br />722.35 0.00 $000
<br />0.00
<br />50.00
<br />22
<br />2501.602
<br />15" RC FLARED END SECTION W/TRASHGUARD
<br />EACH
<br />200
<br />782.40 000 50.00
<br />000
<br />50.00
<br />23
<br />2501602
<br />18' RC FLARED END SECTION W1TRASHGUARD
<br />EACH
<br />100
<br />828.30 000 50.00
<br />0.00
<br />80.00
<br />24
<br />2502541
<br />4" PERF PE PIPE DRAIN W /SOCK
<br />LE
<br />3,1]000
<br />2.28 0.00 50.00
<br />0.00
<br />50.00
<br />25
<br />2502541
<br />4" PVC, SCH 40 STORM SEWER
<br />LF
<br />31000
<br />9.36 0.00 30.00
<br />0.00
<br />50.00
<br />26
<br />2503541
<br />12" RC PIPE SEWER DES 3006. CLV
<br />LF
<br />31500
<br />20.56 0.00 $0.00
<br />0.00
<br />50.00
<br />2)
<br />2503.541
<br />15' RC PIPE SEWER DES 3008, CLV
<br />LE
<br />40100
<br />22.40 000 50.00
<br />000
<br />30.00
<br />28
<br />2503.541
<br />18' RC PIPE SEWER O833006, 01111
<br />LF
<br />1]5 00
<br />24.71 0.00 30.00
<br />0.00
<br />30.00
<br />29
<br />2503602
<br />CONNECT TO EXISTING SANITARY SEWER MAIN
<br />LS
<br />100
<br />6.21800 0.00 50.00 0.00
<br />$0.00
<br />30
<br />2503 fi02
<br />CONNECT TO EXISTING STORM STRUCTURE
<br />EACH
<br />100
<br />66500 _ 0.00 80.00 0.00
<br />50.00
<br />51
<br />2503602
<br />8` X 4' PVC SANITARY SEWER WYE
<br />EACH
<br />1500
<br />400.58 2.00 3801.16 200
<br />5801.16
<br />32
<br />2503603
<br />4' PVC SCH 40 SERVICE PIPE
<br />LF
<br />52000
<br />14.58 20.00 5291.60 20.00
<br />3291.60
<br />J3
<br />2503603
<br />8' PVC SOR 35 SANITARY SEWER MAIN
<br />LF
<br />]5]00
<br />37.03 288.00 510.59068 286.00
<br />510690.58
<br />34
<br />2503603
<br />6' PVC 50R 26 SANITARY SEWER MAIN
<br />LF
<br />16200
<br />106.04 0.00 5000 0.00
<br />50.00
<br />35
<br />2504602
<br />8" X 8' WET TAP 04TH VALVE
<br />EACH
<br />100
<br />820000 0.00 5000 000
<br />50.00
<br />36
<br />2504602
<br />INSTALL HYDRANT AND VALVE
<br />EACH
<br />200
<br />4,655.00 0.00 50.00 000
<br />30.00
<br />37
<br />2504602
<br />8- GATE VALVE AND BOX
<br />EACH
<br />1.00
<br />1.725,00 000 50.00
<br />0.00
<br />30.00
<br />38
<br />2504 602
<br />('WATERMAIN SERVICE CONNECTION
<br />EACH
<br />15.00
<br />42159 0.00 50.00
<br />0.00
<br />50.00
<br />39
<br />2504.603
<br />1" TYPE K COPPER PIPE
<br />LF
<br />44000
<br />1160 0.00 50.00
<br />0.00
<br />50.00
<br />40
<br />2504.603
<br />6" DUCTILE IRON WATERMAIN CL52
<br />LF
<br />25.00
<br />35.67 0.00 50.00
<br />0.00
<br />50.00
<br />41
<br />2504603
<br />8'OUCTILE IRON WATERMAIN CL52
<br />LF
<br />1.13200
<br />33.68 000 50.00
<br />000
<br />5000
<br />d2
<br />2504.608
<br />DUCTILE IRON FITTINGS
<br />L8
<br />96400
<br />8.67 0.00 50.00
<br />0.00
<br />$000
<br />d3
<br />2506502
<br />NYLOPLAST INLINE DRAIN (6'INCH)
<br />EACH
<br />400
<br />25939 0.00 50.00
<br />0.00
<br />50.00
<br />44
<br />2506.502
<br />NYLOPLAST DRAIN BASIN (15.INOH)
<br />EACH
<br />1.00
<br />1060.56 0.00 50.00
<br />0.00
<br />30.00
<br />45
<br />2504.602
<br />CONST SANITARY MANHOLE 0 -8'
<br />EACH
<br />7.00
<br />2,44586 3.00 57,33696
<br />300
<br />57,336.98
<br />46
<br />2506602
<br />CONST SANITARY MANHOLE EXTRA DEPTH
<br />FT
<br />39.96
<br />9945 23.86 52,372.88
<br />23.86
<br />$2,372.88
<br />4]
<br />2506.602
<br />CONST INSIDE DROP (PER DETAIL)
<br />FT
<br />5.22
<br />214.38 0.00 50.00
<br />0.00
<br />50.00
<br />48
<br />2506502
<br />CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24 %36"
<br />EACH
<br />2.00
<br />1229.00 0.00 50.00
<br />000
<br />50.00
<br />49
<br />2506.502
<br />CONST DRAINAGE STRUCTURE DESIGN 48-4020
<br />EACH
<br />5.00
<br />1,567.00 0.00 50.00
<br />0.00
<br />50.00
<br />50
<br />2506.502
<br />CONST DRAINAGE STRUCTURE OUTLET
<br />EACH
<br />1.00
<br />4,205.00 000 50.00
<br />0.00
<br />50.00
<br />51
<br />2506.522
<br />ADJUST FRAME AND RING CASTING
<br />EACH
<br />24.00
<br />421.52 0.00 50.00
<br />0.00
<br />50.00
<br />52
<br />2511.502
<br />RANDOM RIP RAP CLASS IV
<br />CY
<br />20.00
<br />66.10 0.00 5000
<br />0.00
<br />50.00
<br />53
<br />2531.501
<br />CONCRETE CURB B GUTTER DESIGN 6618
<br />LF
<br />100.00
<br />10.50 0.00 50.00
<br />0.00
<br />50.00
<br />54
<br />2531501
<br />CONCRETE CURB & GUTTER DESIGN SPECIAL
<br />LF
<br />1.95000
<br />8.50 000 50.00
<br />0.00
<br />50.00
<br />55
<br />2540.603
<br />LANDSCAPE EDGER. STEEL
<br />LF
<br />25000
<br />3.85 0.00 $0.00
<br />0.00
<br />5000
<br />56
<br />2663601
<br />TRAFFIC CONTROL
<br />LS
<br />1.00
<br />85600 0.00 50.00
<br />0.00
<br />$0.00
<br />5]
<br />2573.502
<br />SILT PENCE, TYPE MACHINE SLICED
<br />LF
<br />2,70000
<br />200 267300 55,346.00
<br />2673.00
<br />55,346.00
<br />58
<br />2573520
<br />SEDIMENT REMOVAL BACKHOE
<br />HOURS
<br />10.00
<br />16000 0.00 $0.00
<br />0.00
<br />50.00
<br />59
<br />2573530
<br />INLET PROTECTION (1MMCO)
<br />EACH
<br />1200
<br />280.00
<br />0.00 $0.00
<br />0.00
<br />50.00
<br />60
<br />25]3.530
<br />INLET PROTECTION (STRUCTURE W/O CASTING)
<br />EACH
<br />7.00
<br />168.00
<br />0.00 5000
<br />0.00
<br />50.00
<br />61
<br />60
<br />INLET INLET SEDIMENT REMOVAL
<br />EACH
<br />19.00
<br />124.97
<br />0.00 50.00
<br />0.00
<br />50.00
<br />62
<br />2573.602
<br />TEMPORARY ROCK CONSTRUCTION ENTRANCE
<br />EACH
<br />100
<br />2,000.00
<br />1.00 52.00000
<br />1.00
<br />52,000.00
<br />63
<br />2573.607
<br />ROCK CHECKOAM
<br />CY
<br />7000
<br />30.00
<br />5.00 515000
<br />5.00
<br />5150.00
<br />64
<br />2575.607
<br />MULCH MATERIAL TYPE SPECIAL
<br />CY
<br />25500
<br />19.30
<br />0.00 50.00
<br />0.00
<br />50.00
<br />65
<br />2575.550
<br />COMPOST GRADE 2
<br />CY
<br />235.00
<br />20.80
<br />0.00 5000
<br />0.00
<br />50.00
<br />66
<br />2575.604
<br />SEEDING (TYPE 270)
<br />SY
<br />26,000.00
<br />067
<br />0.00 50.00
<br />0.00
<br />50.00
<br />SCHEDULE 1,0- PINETREE PONDS - TOTAL 58949270
<br />589,49270
<br />SCHEDULE 2.0 . SPRUCE STREET
<br />1
<br />2021501
<br />MOBILIZATION
<br />LS
<br />100
<br />18,400.00
<br />0.50
<br />59,200.00
<br />0.50
<br />59,200.00
<br />2
<br />2104.501
<br />REMOVE SEWER PIPE (STORM)
<br />LF
<br />747.00
<br />13.92
<br />575.00
<br />58,004.00
<br />575.00
<br />58,004.00
<br />J
<br />2104.501
<br />REMOVE CONCRETE CURB AND GUTTER
<br />LF
<br />190.00
<br />1.50
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />d
<br />2104503
<br />REMOVE CONCRETE PAVEMENT
<br />SF
<br />974.00
<br />050
<br />0.00
<br />50.00
<br />0.00
<br />$0.00
<br />5
<br />2104.505
<br />REMOVE BITUMINOUS PAVEMENT
<br />SY
<br />6700.00
<br />129
<br />6700.00
<br />$8,643.00
<br />670000
<br />$8,643.00
<br />6
<br />2104500
<br />REMOVE DRAINAGE STRUCTURE
<br />EACH
<br />4.00
<br />510.95
<br />2.00
<br />51,021.90
<br />2.00
<br />51,021.90
<br />7
<br />2104511
<br />SAW CUT CONCRETE (FULL DEPTH)
<br />LF
<br />12.00
<br />8.00
<br />000
<br />30.00
<br />0.00
<br />00.00
<br />8
<br />2104.513
<br />SAW CUT BITUMINOUS (FULL DEPTH)
<br />LF
<br />67000
<br />300
<br />0.00
<br />50.00
<br />0.00
<br />$0.00
<br />9
<br />2104.523
<br />SALVAGE BOLLARD
<br />EACH
<br />4.00
<br />2500
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />
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