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SUBSTANTIAL COMPLETION DATE
<br />ORIGINAL:
<br />REVISED:
<br />PARTIAL PAY ESTIMATE 84
<br />FROM: August 31, 2013
<br />TO: September 27, 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 UTII IMPROV.
<br />AMOUNT OF CONTRACT
<br />ORIGINAL: $1,030,026.31
<br />REVISED:
<br />ITEM
<br />N0.
<br />ITEM
<br />DESCRIPTION
<br />UNIT
<br />ORIGINAL CONTRACT
<br />QTY. UNIT PRICE
<br />THIS PERIOD
<br />QTY. TOTAL PRICE
<br />TOTAL TO DATE
<br />QTY. TOTAL PRICE
<br />SCHEDULE 1.0- PINETREE PONDS
<br />1
<br />2021.501
<br />MOBILIZATION
<br />LS
<br />100
<br />33.300.00
<br />0.00
<br />50.00
<br />1.00
<br />533 300.00
<br />2
<br />2101.502
<br />CLEARING (P)
<br />ACRE
<br />650
<br />2800.00
<br />0.00
<br />60.00
<br />650
<br />518.100.00
<br />5
<br />2101.507
<br />GRUB (7)
<br />ACRE
<br />SY
<br />6.50
<br />402.00
<br />700.00
<br />1.10
<br />0,00
<br />0.00
<br />5000
<br />5000
<br />6.50
<br />42.00
<br />14,550.00
<br />54620
<br />4
<br />2104.505
<br />REMOVE BITUMINOUS PAVEMENT
<br />$
<br />2104.509
<br />REMOVE SANITARY STRUCTURE
<br />EACH
<br />100
<br />798.00
<br />0.00
<br />5000
<br />1.00
<br />$79800
<br />8
<br />2104.513
<br />SAW CUT BRU VINOUS (FIJI L DEPTH)
<br />LF
<br />130.00
<br />3.00
<br />0.00
<br />5000
<br />71.00
<br />7473.00
<br />521300
<br />119 056.15
<br />7
<br />6
<br />2105.535
<br />2105.501
<br />8 P
<br />CY
<br />7,47300
<br />255
<br />000
<br />$000
<br />�' 4 /
<br />COMMON EXCAVATION ) (P)
<br />CY
<br />2836.00
<br />3 54
<br />0.00
<br />6000
<br />2836.00
<br />510,039.44
<br />$47,8060
<br />539.07645
<br />9
<br />2105.501
<br />POND EXCAVATION (E i
<br />CY
<br />583.00
<br />020
<br />0.00
<br />50.00
<br />503.00
<br />10
<br />2105.501
<br />HOUSE PADEXCAVATI IEV) (P)
<br />CY
<br />5,755.00
<br />6.79
<br />0.00
<br />5000
<br />575500
<br />11
<br />2105.522
<br />HOUSE PAD FILL (CV) (
<br />CY
<br />1367000
<br />6.38
<br />0.00
<br />50.00
<br />13670.00
<br />517,214.60
<br />12
<br />2105.522
<br />SELECT GRANULAR B '' -OW (00) (P)
<br />CY
<br />2,741,00
<br />7.37
<br />0.00
<br />50.00
<br />3051.00
<br />522,78067
<br />53
<br />2106.522
<br />SAND 01E0I8(00/ (P)
<br />DEWATERING
<br />CY
<br />LS
<br />350.00
<br />1.00
<br />136.75
<br />763500
<br />0.00
<br />0,00
<br />50.00
<br />50.00
<br />25000
<br />1.00
<br />534.187.50
<br />57.63500
<br />14
<br />2105.601
<br />15
<br />2105.604
<br />GEOTEXTILE FABRIC
<br />SY
<br />447000
<br />1.20
<br />0.00
<br />5000
<br />4254.00
<br />55.104.80
<br />16
<br />2131.502
<br />CALCIUM CHLORIDE
<br />GAL
<br />TON
<br />5Y
<br />2,000.00
<br />1,850.00
<br />65.00
<br />1.50
<br />8.01
<br />25.70
<br />0.00
<br />0.00
<br />0.00
<br />50.00
<br />50.00
<br />50.00
<br />0.00
<br />185000
<br />0.00
<br />50.00
<br />514.01650.
<br />50.00
<br />17
<br />2211.501
<br />AGGREGATE BASE CIA, 5 / CLASS 7
<br />18
<br />2232.501
<br />MILL BITUMINOUS PAVEMENT
<br />19
<br />2360.501
<br />TYPE SPWEB3408 WEAR COURSE MIX.
<br />TON
<br />350.00
<br />66.43
<br />0.00
<br />50.00
<br />2.00
<br />5332.88
<br />20
<br />2360,502
<br />TYPE SPNW03308 NON WEARING COURSE MIX.
<br />TON
<br />450.00
<br />6491
<br />402.90
<br />0.00
<br />0.00
<br />0.00
<br />604.00
<br />0.00
<br />526,152.24
<br />60.00
<br />50.00
<br />50.00
<br />51377.12
<br />50.00
<br />417.855
<br />3.00
<br />2.00
<br />1.0p
<br />3007.00
<br />31000
<br />537.12264
<br />52,167.05
<br />51,504.80
<br />582830.
<br />16.855.96
<br />52.80160
<br />21
<br />2501602
<br />12" RC FLARED END SECTION WRRASHGUARO
<br />EACH
<br />EACH
<br />EACH
<br />LF
<br />3.00
<br />2.00
<br />100
<br />3.170.00
<br />722.35
<br />782,40
<br />020.30
<br />228
<br />9.30
<br />22
<br />2501.602
<br />15 112C FLARED END SECTIONWITRASHGUARD
<br />18" RC FLARED ENO SECTION WITRASHGUARO
<br />23
<br />2501602
<br />24
<br />2502.541
<br />4" PERF PE PIPE DRAIN W'/SOCK
<br />2G
<br />2502.541
<br />4' PVC SCH 40 STORM SEWER
<br />LF
<br />310.00
<br />28
<br />2503.541
<br />12" RC PIPE SEWER 0.63008 CLV
<br />LF
<br />315.00
<br />20,56
<br />000
<br />5060
<br />304.00
<br />$6,250.24
<br />16.820.fi0'
<br />54,37367
<br />5621600
<br />27
<br />2503.541
<br />15" RC PIPE SEWER DES 3006. CM/
<br />LF
<br />401.00
<br />22.40
<br />0.00
<br />5000
<br />394.00
<br />177.00
<br />1.00
<br />28
<br />2503541
<br />18" RC PIPE SEWER DES 3000, CLIII
<br />LF
<br />175.00
<br />24.71
<br />0.00
<br />0.00
<br />50.00
<br />50.00
<br />29
<br />2503.602
<br />CONNECT TO EXISTING SANITARY SEWER MAIN
<br />L1
<br />1.0D
<br />6.218.00
<br />30
<br />2503602
<br />CONNECT TO EXISTING STORM STRUCTURE
<br />EACH
<br />1.00
<br />665.00
<br />0.00
<br />0.00
<br />5000
<br />5000
<br />1 O
<br />10.0
<br />S665.00
<br />56,000]0
<br />31
<br />2503602
<br />8 "X4" PVC SANITARY SEWER WYE
<br />EACH
<br />15,00
<br />400.58
<br />32
<br />2503.603
<br />4" PVC SCH 40 SERVICE PIPE
<br />LF
<br />520.00
<br />14.59
<br />0.00
<br />50.00 520.0 57.581.60
<br />33
<br />2503.603
<br />S" PVCSDR 35 SANITARY SEWER MAIN
<br />LF
<br />757.00
<br />37.03
<br />0.00
<br />50.00
<br />761.00 526,179.83
<br />34
<br />2503.603
<br />8" PVC SDR 26 SANITARY SEWER MAIN
<br />LF
<br />162.00
<br />106.64
<br />0.00
<br />5000
<br />192.00 516,209.28
<br />35
<br />2504.602
<br />8' X 8' WET TAP WITH VALVE
<br />EACH
<br />1.00
<br />8.209.00
<br />0.00
<br />50.00
<br />1.00 58.20900
<br />36
<br />2504.602
<br />INSTALL HYDRANT AND VALVE
<br />EACH
<br />2.00
<br />4,655.00
<br />1.725,00
<br />0.00
<br />0.00
<br />5000
<br />SD 00
<br />2.00 09.31000
<br />1.00 51,725.00
<br />37
<br />2504.602
<br />8" GATE VALVE AND BOX
<br />EACH
<br />1.00
<br />38
<br />2504.602
<br />1" WATERMAIN SERVICE CONNECTION
<br />EACH
<br />15,00
<br />421.59
<br />0.00
<br />50.00
<br />15.00 5832385
<br />39
<br />2904603
<br />1" TYPE K COPPER PIPE
<br />LF
<br />440.00
<br />11.60
<br />000
<br />5000
<br />402,00 54,66320
<br />40
<br />2604603
<br />6" DUCTILE IRON WATERMAIN CL52
<br />(.7
<br />2500
<br />3567
<br />0.00
<br />50.00
<br />26.00 5927.42
<br />41
<br />2504.603
<br />8" DUCTILE IRON WATERMAIN CL52
<br />LF
<br />1.13200
<br />33.68
<br />0.00
<br />50,00
<br />1132.00 838,12578
<br />42
<br />2504.608
<br />DUCTILE IRON FITTINGS
<br />1.8
<br />95400
<br />8.67
<br />060
<br />$0.00
<br />86100 67,464.87
<br />4.00 51037.56
<br />1.00 51.05056
<br />7.00 517,51062
<br />43
<br />2506.502
<br />NYI.OPIAST MLINE DRAIN (6'INCH)
<br />NVLOPIAST DRAIN BASIN(16.INCH)
<br />CONST SANITARY MANHOLE 010'
<br />EACH
<br />EACH
<br />EACH
<br />4.00
<br />1.03
<br />7.00
<br />259.39
<br />1060.56
<br />2445.66
<br />4.00
<br />0.00
<br />0.00
<br />51037.56
<br />50.00
<br />5000
<br />44
<br />2506.502
<br />45
<br />2506.602
<br />46
<br />2506602
<br />CONSY SANITARY MANHOLE EXTRA DEPTH
<br />FT
<br />39.96
<br />99.45
<br />0.00
<br />50.00
<br />39.68 53,94618
<br />47
<br />2506.602
<br />CONST INSIDE DROP (PER DETAIL)
<br />FT
<br />5.22
<br />214.38
<br />1220.00
<br />522
<br />0.00
<br />51,119.06
<br />0000
<br />5.22 61,119.06
<br />200 52458.00
<br />48
<br />2506.502
<br />CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24 "X36'
<br />EACH
<br />2.00
<br />49
<br />2506.502
<br />CONST DRAINAGE STRUCTURE DESIGN 404020
<br />EACH
<br />5.00
<br />1.56Y00
<br />4205,00
<br />0.00
<br />0.00
<br />50.00
<br />6000
<br />500 S783500
<br />1.00 54.205.00
<br />700 02,950.64
<br />50
<br />2506.502
<br />CONST DRAINAGE STRUCTURE OUTLET
<br />EACH
<br />1.00
<br />51
<br />2506.522
<br />ADJUST FRAME AND RING CASTING
<br />EACH
<br />24.00
<br />421.62
<br />0.00
<br />50.00
<br />52
<br />2511.502
<br />RANDOM RIP RAPCLASS IV
<br />CY
<br />20.00
<br />66.10
<br />0.00
<br />50.00
<br />0.00 5000
<br />5J
<br />2531.501
<br />CONCRETE CURB& GUTTER DESIGN 3618
<br />LF
<br />100.00
<br />10.50
<br />0.00
<br />50.00
<br />378.00 52,91900
<br />54
<br />2531501
<br />CONCRETE CURB 8. GUTTER DESIGN SPECIAL
<br />LP
<br />195000
<br />8.50
<br />0.00
<br />50.00
<br />1756,00 514.926.00
<br />55
<br />2540603
<br />LANDSCAPE EDGER STEEL
<br />LF
<br />250.00
<br />1.00
<br />3.85
<br />85000
<br />0.00
<br />000
<br />5000
<br />50.00
<br />0.00 50.00
<br />100 5650.00
<br />S6
<br />2563601
<br />TRAFFIC CONTROL
<br />LS
<br />57
<br />2573502
<br />SILT FENCE TYPE MACHINE SLICED
<br />LE
<br />2.70000
<br />2.00
<br />0.00
<br />60.00
<br />2673.00 55,34600
<br />58
<br />2573.520
<br />SEDIMENT REMOVAL BACKHOE
<br />HOURS
<br />10.00
<br />160.00
<br />0.00
<br />50.00
<br />000 5000
<br />59
<br />2573530
<br />INLET PROTECTION (WIMCO)
<br />EACH
<br />12.00
<br />200.00
<br />0.00
<br />50.00
<br />7.00 51960.00
<br />GO
<br />2573.530
<br />INLET PROTECTION (STRUCTURE W(0 CASTING)
<br />EACH
<br />7.00
<br />168.00
<br />000
<br />50.00
<br />000 5000
<br />61
<br />2573602
<br />INLET 5EOIMENT REMOVAL
<br />EACH
<br />19.00
<br />124.97
<br />0.00
<br />5000
<br />0.00 50.00
<br />62
<br />2573.602
<br />TEMPORARY ROCK CONSTRUCTION ENTRANCE
<br />EACH
<br />100
<br />2000.00
<br />0.00
<br />50.00
<br />1.00 52.00000
<br />63
<br />2573.607
<br />ROCK CHECK DAM
<br />GY
<br />70.00
<br />30.00
<br />0.00
<br />50.00
<br />5.00 5150.00
<br />64
<br />2575.607
<br />MULCH MATERIAL TYPE SPECIAL
<br />CY
<br />255.00
<br />19.30
<br />0.00
<br />50.00
<br />000 50.00
<br />65
<br />2575.550
<br />COMPOST GRADE 2
<br />CY
<br />235.00
<br />20.80
<br />0.00
<br />50.00
<br />15.71 5326.77
<br />66
<br />2575.604
<br />SEEDING (TYPE 270)
<br />SY
<br />26 000.00
<br />0.67
<br />0.00
<br />50.00
<br />0.00 50.00
<br />SCHEDULE 1.0- PINE}IIEE PONDS -TOTAL 529.685.98 5574.644.53
<br />SCHEDULE 20 . SPRUCE STREET
<br />I
<br />2021.501
<br />MOBILIZATION
<br />LS
<br />LF
<br />1.00
<br />747.00
<br />10,400.00
<br />13,92
<br />0.00
<br />0.00
<br />60.00
<br />50.00
<br />1.00
<br />655.00
<br />518.400.00
<br />59.11160
<br />2104501
<br />REMOVE SEWER PIPE (STORM)
<br />2104.501
<br />REMOVE CONCRETE CURB AND GUTTER
<br />LF
<br />190.00
<br />1.50
<br />000
<br />50_00
<br />25200
<br />796.00
<br />5378.00
<br />5398.00
<br />2104.503
<br />REMOVE CONCRETE PAVEMENT
<br />SF
<br />974.00
<br />0.50
<br />0.00
<br />50.00
<br />2104,505
<br />REMOVE BITUMINOUS PAVEMENT
<br />SY
<br />6.700.00
<br />1,29
<br />0.00
<br />50.00
<br />6700.00
<br />$8843.00
<br />2104.509
<br />REMOVE DRAINAGE STRUCTURE
<br />EACH
<br />4.00
<br />510.95
<br />0.00
<br />50.00
<br />4.00
<br />52.043.80
<br />2104.511
<br />SAW CUT CONCRETE (FULL DEPTH)
<br />LF
<br />12.00
<br />8.00
<br />0.00
<br />5000
<br />13.00
<br />665.00
<br />596,00
<br />51995.00
<br />2104.513
<br />SAW CUT BITUMINOUS (FULL OEPTHI
<br />LF
<br />670.08
<br />300
<br />0.00
<br />50.00
<br />2104.523
<br />SALVAGE BOLLARD
<br />EACH
<br />4.00
<br />2`v00
<br />0.00
<br />5000
<br />3.00
<br />575.00
<br />2
<br />
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