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PARTIAL PAY ESTIMATE 03
<br />FROM: July 1, 2006
<br />TO: July 28, 2006
<br />CONTRACTOR: T.A. SCHIFSKY AND SONS
<br />ADDRESS: 2370 E. HIGHWAY 16, NORTH SAINT PAUL. 0411 55500
<br />OWNER: CITY OF LITTLE CANADA
<br />PROJECT: 2006 STREET RECONSTRUCTION
<br />COMPLETION DATE
<br />ORIGINAL: August 31, 2006
<br />REVISED:
<br />AMOUNT OF CONTRACT
<br />ORIGINAL: 91,169,807.47
<br />REVISED:
<br />1TE/315:5 515:55551:1:5:555:54555:5555:5:555:5:5:555:555:S5B:5B155:
<br />f,to.:}::, 55511TEMDESCRWVON:57:5:55555:555555555:5155155555515:55515555555
<br />:::;555;55: :5:101719371/11.007/TRAC75E5551:]:;]::17t55p5upp::::iii:
<br />5:5UM755 555501035* :55UN5BPRI0E5:5 51550317:555555713TA115PRIC.E
<br />:i:;:i7cl1'mjc!pn.rg:i::
<br />55:: 017115155 1707AI-315110E5
<br />SCHEDULE 1.0 RUTH STREET
<br />I
<br />2021.501
<br />MOBILIZATION
<br />LS
<br />, TREE
<br />i TREE
<br />1.00
<br />1 1,00
<br />1.00
<br />521 000 00
<br />5375.00
<br />$375.00
<br />1,001
<br />0.00
<br />0.00
<br />521 000.00
<br />50.00
<br />00.00
<br />1.00
<br />0-00
<br />0.00
<br />521 000.00
<br />50.00
<br />30.00
<br />2
<br />2101.502
<br />CLEAR
<br />3
<br />2101.507
<br />GRUB
<br />4
<br />2104.501
<br />REMOVE SEWER PIPE (STORM)
<br />: LF
<br />I 167,00
<br />510.20
<br />168.00
<br />31 713.60
<br />168.00
<br />51 713.60
<br />5
<br />2104.501
<br />REMOVE CONCRETE CURB AND GUTTER
<br />LF
<br />SF
<br />400.00
<br />205.00
<br />52.20
<br />52.20
<br />222.00
<br />0.00
<br />5488.40
<br />0.00
<br />222,00
<br />0.00
<br />5488.40
<br />0.00
<br />6
<br />2104.503
<br />REMOVE CONCRETE DRIVEWAY PAVEMENT
<br />7
<br />2104.503 /REMOVE CONCRETE PAD
<br />SF
<br />96,00
<br />92.20
<br />0.00
<br />50-00 0.00
<br />50.00
<br />8
<br />2104.505 .REMOVE BITUMINOUS PAVEMENT
<br />SY
<br />4700.00
<br />52,00
<br />720,00
<br />91 440.00 720.00
<br />9
<br />2104 509 REMOVE MANHOLE OR CATCH BASIN
<br />EACH
<br />2.00
<br />123.42
<br />3.00
<br />370.26 3.00
<br />370.20
<br />10
<br />2104.509
<br />REMOVE SIGN
<br />EACH
<br />EACH
<br />15.00
<br />4.00
<br />80.00
<br />5493.68
<br />0.00
<br />0.00
<br />50.00 0,00
<br />50.00 0,00
<br />50.00
<br />_an
<br />10.00
<br />90,00
<br />2700.00
<br />11
<br />2104.509
<br />REMOVE HYDRANT
<br />12
<br />2104.511
<br />T
<br />520.00
<br />34.00
<br />18.00
<br />53.90
<br />54.90
<br />150.00
<br />0.00
<br />0.00
<br />18,00
<br />0.00 0.00
<br />90 005 0,00
<br />92 700.00 18.00
<br />13
<br />2104
<br />SAW RE E FULL DEP H)
<br />SALVAGE MAILBOX
<br />LE
<br />EACH
<br />14
<br />2104.523
<br />15
<br />2104.523
<br />SALVAGE SIGN
<br />EACH
<br />.00
<br />150.00
<br />0.00
<br />90,00 0.00
<br />30.00
<br />16
<br />2105,501
<br />COMMON EXCAVATION (175
<br />CY
<br />0570.00
<br />8,50
<br />0.00
<br />90.00 0.00
<br />00.00
<br />17
<br />2105.521
<br />SELECT GRANULAR BORROW 00'50
<br />CY
<br />GAL
<br />TON
<br />0700.00
<br />2000.00
<br />2200.00
<br />15.90
<br />0.00
<br />0.00
<br />0.00
<br />90.00 0.00
<br />50,00 0.00
<br />50,00 0.00
<br />90,00
<br />0.00
<br />0.00
<br />18
<br />2131.502
<br />CALCIUM CHLORIDE
<br />19
<br />2211.501
<br />AGGREGATE BASE CLASS 5
<br />20
<br />2232.501
<br />MILL BITUMINOUS PAVEMENT
<br />SY
<br />75.00
<br />56.00
<br />0.00
<br />0.00 0.00
<br />0.00
<br />21
<br />2350.501
<br />/TYPE SP WEAR COURSE MIXTURE
<br />TON
<br />TON
<br />500.00
<br />40.00
<br />947.50
<br />5100.00
<br />0.00
<br />0.00
<br />0.00 0.00
<br />90.00 0.00
<br />0.00
<br />90.00
<br />22
<br />2350.501
<br />TYPE SP WEAR COURSE MIXTURE (DRIVEWAY)
<br />23
<br />2350.502
<br />TYPE SP NON WEARING COURSE MIXTURE (BASE
<br />TON
<br />500.00
<br />40.00
<br />0.00
<br />90.00 0.00
<br />30 .00
<br />24
<br />2502,541
<br />-INCH PERE PE PIPE DRAIN
<br />LF
<br />LE
<br />1.0
<br />0700.00
<br />130.00
<br />550.00
<br />512.50
<br />930.60
<br />30.60
<br />0.00
<br />22.00
<br />518.00
<br />0.00 0.00
<br />673.20 22.00
<br />15 850,80 518.00
<br />90 .00
<br />5073.20
<br />15550.00
<br />25
<br />2503.541
<br />02 RC PIPE SEWER DES 3006 CLV
<br />26
<br />2503.541
<br />5' RC PIPE SEWER 001 3006 CLV
<br />27
<br />2503 541
<br />8'RO PIPE SEWER 005 2000 00. 111
<br />LF
<br />788.00
<br />394,00
<br />912 860.16 394.00
<br />2 860.16
<br />20
<br />2503.602
<br />CONNECT TO EXISTING STORM SEWER
<br />EACH
<br />1 1.00
<br />9359.04
<br />1,00
<br />9759.04 1,00
<br />350.04
<br />29
<br />2504.602
<br />INSTALL HYDRANT AND VALVE
<br />EACH
<br />4.00
<br />94 080.00
<br />0,00
<br />0.00 0.00
<br />0.00
<br />30
<br />2504.602
<br />ADJUST GATE VALVE AND BOX
<br />EACH
<br />0.00
<br />9200.00
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />31
<br />2504.602
<br />;ADJUST VALVE BOX
<br />EACH
<br />3.00
<br />5100.00
<br />0.00
<br />10.00
<br />0.00
<br />90.00
<br />32
<br />2504.602 1"CUREI STOP AND BOX
<br />EACH
<br />0.00
<br />5270.20
<br />0.00
<br />90.00
<br />0.00
<br />30.00
<br />33
<br />2504.603 11 TYPE K COPPER PIPE
<br />LF
<br />40,00
<br />921.42
<br />0.00
<br />1.00
<br />4.00
<br />90.00
<br />91 734.00
<br />$7 752 00
<br />0.00
<br />1.00
<br />4.00
<br />50.00
<br />50734.00
<br />57 752.00
<br />34
<br />2506.502 CONST DRAINAGE STRUCTURE DESIGN SPECIAL 241X36
<br />EACH
<br />EACH
<br />4.00
<br />5.00
<br />11 734.00
<br />SI 938 00
<br />35
<br />2506.502 CONST DRAINAGE STRUCTURE DESIGN 484020
<br />36
<br />2506.502
<br />CONST DRAINAGE STRUCTURE SPECIAL 05- DIA)
<br />CASTING ASSEMBLY
<br />EACH
<br />EACH
<br />1.00
<br />5.00
<br />91 428.00
<br />5355.00
<br />0.00
<br />0.00
<br />60.00
<br />50.00
<br />0.00
<br />0.00
<br />90.00
<br />90.00
<br />37
<br />2506 516
<br />38
<br />2521 501
<br />CONCRETE PAD (6' THICK)
<br />SP
<br />100.00
<br />54.40
<br />0.00
<br />00.00
<br />0.00
<br />90.00
<br />79
<br />2521.501
<br />CONCRETE CURB & GUTTER DESIGN 6618
<br />LF
<br />SY
<br />2,65000
<br />25.00
<br />59.50
<br />940.00
<br />0.00
<br />0,00
<br />90.00
<br />90.00
<br />0.00
<br />0.00
<br />0,00
<br />50.00
<br />90.00
<br />50.00
<br />40
<br />2531.507
<br />CONCRETE DRIVEWAY PAVEMENT
<br />41
<br />2531 507
<br />CONCRETE DRIVEWAY APRON 06' THICK
<br />SY
<br />020.00
<br />42
<br />2531,507
<br />CONCRETE DRIVEWAY APRON 08" THICK)
<br />SY
<br />80.00
<br />946,00
<br />0,00. 50.00
<br />0,00
<br />60,00
<br />43
<br />2540.602
<br />:INSTALL SALVAGED MAILBOX
<br />EACH
<br />18.00
<br />5135,00
<br />0.00 S0.00
<br />0.00
<br />90.00
<br />44
<br />2563.601
<br />TRAFFIC CONTROL
<br />LS
<br />1.00
<br />91 000.00
<br />1.00 61 000.00
<br />1.00
<br />91 000.00
<br />45
<br />2564.531
<br />F & 1 SIGN PANEL
<br />INSTALL SALVAGED SIGN
<br />SF
<br />EACH
<br />58.00
<br />2.00
<br />531.00
<br />5150.00
<br />0.00
<br />0,00
<br />90,00
<br />90,00
<br />0.00
<br />0,00
<br />30.02_)
<br />30,00
<br />48
<br />2564.536
<br />47
<br />2564.602
<br />0 & I SIGNPOST
<br />EACH
<br />2.00
<br />0I00.00
<br />0.00
<br />0.00
<br />50,00
<br />90,00
<br />0.00
<br />0.00
<br />30.00
<br />30.00
<br />48
<br />2573,502
<br />SILT FENCE TYPE MACHINE SLICED
<br />LE
<br />100.00
<br />92.20
<br />49
<br />2573.530
<br />INLET PROTECTION IWIMCCO
<br />EACH
<br />10.00
<br />10.00
<br />9175.00
<br />9175.00
<br />0.00 50,00
<br />4,00 1700.00
<br />0.00 90.00
<br />4.00 9700,00
<br />50
<br />2573.530
<br />INLET PROTECTION (STRUCTURE W/0 CASTING)
<br />EACH
<br />51
<br />SPEC
<br />INLET SEDIMENT REMOVAL ANIMCO)
<br />EACH
<br />20,00
<br />5100.00
<br />0,00 00.00
<br />0.00 50,00
<br />52
<br />SPEC
<br />SEDIMENT REMOVAL BACKHOE
<br />HR
<br />2.00
<br />5140.001 0.00 00.00
<br />0.00 90.00
<br />53
<br />SPEC
<br />STC MOO STORMCEPTOR 1
<br />EACH
<br />1.00
<br />931 620,00 1.00 931 620.00
<br />400 931 620.00
<br />54
<br />SPEC
<br />GRADATION TEST CLASS 5
<br />EACH
<br />400
<br />9125,40
<br />0.00 10.00
<br />0.00 10.00
<br />0,001 90,00
<br />0,00 90,00
<br />0,00 00,00
<br />0.001 90.00
<br />55
<br />SPEC
<br />PROCTOR TEST CLASS 5
<br />EACH
<br />EACH
<br />1.00
<br />2.00
<br />9138.60
<br />9138.60:
<br />50
<br />SPEC
<br />PROCTOR TEST, CLASS 5
<br />57 1
<br />SPEC I
<br />DENSITY TEST INPIACE
<br />EACH
<br />20,00
<br />54620 0.00 90,00
<br />0.00 1000
<br />58
<br />SPEC
<br />CONCRETE TESTING
<br />EACH 1
<br />5,00
<br />5145.20 0.00 50.00
<br />0,00 50,00
<br />59 L. SPEC
<br />BITUMINOUS CORE DENSITY
<br />EACH
<br />6.00
<br />3100.00 0.00 50.00
<br />0.00 10.00
<br />SCHEDULE 1.0 - RUTH STREET - TOTAL 5100.261.46 9100,261.46
<br />SCHEDULE 20 ROSE LANE
<br />1 : 2021.501 ;MOBILIZATION 5 LS , 1.00 :
<br />910 000.00
<br />5375 00
<br />000 05000.00 1.00 [
<br />0.001 90.001 0.001
<br />510 000.00
<br />50.00
<br />2 1 2101.507 !GRUB 1 TREE 1 2.00 5
<br />3 i 2104.501 1REMOVE SEWER BELLBTORMI_ I
<br />LF I 26.00 1 910,20 20.001 9204.001 20,00
<br />F SF 1 , 000.20 1 52.201 0.001 30 .001 0,00
<br />5204.00
<br />$0.00
<br />4 1 2104.503 [REMOVE CONCRETE DRIVEWAY PAVEMENT
<br />5 5 2104.505 5REMOVE BITUMINOUS PAVEMENT 1 SY 5,_1
<br />150.00 4
<br />4,00 I
<br />52.001 3 100.005 96 200.005
<br />3000.00
<br />0.00
<br />56 200,00
<br />50,00
<br />5 5 2104.509 [REMOVE SIGN 1 EACH,1
<br />5100.005 0.0.0j_ MOGI
<br />
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