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SUBSTANTIAL COMPLETION DATE
<br />ORIGINAL: Oclobm 15, 2010
<br />REVISED:
<br />PARTIAL PAY ESTIMATE 18
<br />FROM: November 13. 2010
<br />TO: 0u008,50015, 2011
<br />CONTRACTOR: HARORIVES, INC.
<br />ADDRESS: 144750UIRAM DRIVE. ROGERS. MN 55374
<br />OWNER: CITY OF LITTLE CANADA
<br />PROJECT: 2010 STREET AND UTILITY IMPROVEMENTS
<br />AMOUNT OF CONTRACT
<br />ORIGINAL: 5589,824.50
<br />WITH ALTERNATES:
<br />ITEM
<br />NO.
<br />ITEM DESCRIPTION
<br />UNIT
<br />ORIGINAL CONTRACT
<br />0TY. UNIT PRICE
<br />71115 PERIOD
<br />QTY. TOTAL PRICE
<br />TOTAL TO DATE
<br />OTT. TOTAL PRICE
<br />1
<br />2021.501
<br />SCHEDULE 1.0 • JACKSON STREET
<br />MOBILIZATION
<br />LS
<br />1.00
<br />515.60000
<br />000
<br />..
<br />5003
<br />1.00
<br />51 x,600.00
<br />2
<br />2101501
<br />CLEARING
<br />SF
<br />18.000.00
<br />50.09
<br />000
<br />50.00
<br />18,600.00
<br />5167400
<br />3
<br />2101.505
<br />GRUBBING
<br />SF
<br />18,000.00
<br />5009
<br />000
<br />50.00
<br />10 600,00
<br />51674,00
<br />4
<br />2104.501 (REMOVE
<br />SEWER PIPE (STORM)
<br />LF
<br />80.00
<br />5500
<br />0.00
<br />50.00
<br />7900
<br />5395.00
<br />5
<br />2021501
<br />REMOVE CONCRETE CURB AND GUTTER
<br />IS
<br />37.00
<br />55.00
<br />0.00
<br />50.00
<br />26.00
<br />5130.00
<br />6
<br />2104.503
<br />REMOVE CONCRETE SIDEWALK
<br />SF
<br />1,675.00
<br />50.30
<br />000
<br />5000
<br />2,343.00
<br />5702.90
<br />7
<br />2104.505
<br />REMOVE CONCRETE PAVEMENT
<br />SY
<br />40.00
<br />55.00
<br />0.00
<br />50.00
<br />25.00
<br />5125.00
<br />0
<br />2104.505
<br />REMOVE BITUMINOUS PAVEMENT
<br />SY
<br />2875.00
<br />51,80
<br />0.0D
<br />50.00
<br />2878.00
<br />55180.40
<br />9
<br />2104.509
<br />REMOVE DRAINAGE STRUCTURE
<br />EACH
<br />3.00
<br />5250.00
<br />0.00
<br />50.00
<br />3.00
<br />5750.00
<br />10
<br />2104.511
<br />SAW CUT CONCRETE (FULL DEPTH)
<br />IF
<br />10000
<br />5300
<br />0.00
<br />50.00
<br />90.00
<br />520000
<br />11
<br />2104.513
<br />SAW CUT BITUMINOUS FULL DEPTH
<br />LF
<br />2000
<br />53.00
<br />000
<br />500D
<br />192.00
<br />5576,00
<br />12
<br />2104.523
<br />SALVAGE MAILBOX
<br />EACH
<br />4.00
<br />520.00
<br />0.00
<br />50.00
<br />10.00
<br />5200.00
<br />13
<br />2105.501
<br />COMMON EXCAVATION (P)
<br />CY
<br />1.527 13
<br />510.00
<br />0.00
<br />50.00
<br />1.185.00
<br />511,650.00
<br />14
<br />2105505
<br />MUCK EXCAVATION
<br />CY
<br />270.00
<br />59.00
<br />0.00
<br />50.00
<br />151000
<br />513662,00
<br />15
<br />2105.525
<br />TOP801L BORROW
<br />CY
<br />450.00
<br />5001
<br />0.00
<br />50.00
<br />16000
<br />51.60
<br />16
<br />2105.601
<br />SITE GRADING INFILTRATION BASIN
<br />L5
<br />1.00
<br />5455000
<br />0.00
<br />5000
<br />1.00
<br />54,55000
<br />17
<br />2131.502
<br />CALCIUM CHLORIDE
<br />GAL
<br />900.00
<br />0.00
<br />0.00
<br />50.00
<br />18
<br />2211.501
<br />AGGREGATE BASE CLASS 5 ROAD
<br />TON
<br />165000
<br />5960
<br />0.00
<br />50.00
<br />1649.45
<br />515.834 ,72
<br />19
<br />2232.501
<br />MILL BITUMINOUS PAVEMENT
<br />SY
<br />45.00
<br />55.00
<br />8.00
<br />540.00
<br />8.00
<br />540.00
<br />20
<br />2350.501
<br />TYPE MV4 WEAR COURSE MIXTURE
<br />TON
<br />265,00
<br />567.50
<br />25287
<br />517.06872
<br />26087
<br />517.608,73
<br />21
<br />2350 501
<br />TYPE LV4 WEAR COURSE MIXTURE (TRAIL)
<br />1011
<br />10.00
<br />570.00
<br />0.00
<br />5000
<br />6.00
<br />5420.00
<br />22
<br />2350.502
<br />TYPE LV3140N WEARING COURSE MIXTURE (BASE)
<br />TON
<br />340.00
<br />556.80
<br />0.00
<br />5000
<br />329.08
<br />518691,74
<br />23
<br />2501 602
<br />12" FLARED END 5ECT1ON W /TRASHGUARD
<br />EACH
<br />2.00
<br />565000
<br />0.00
<br />50,00
<br />200
<br />51,30000
<br />24
<br />2501.602
<br />15" FLARED END SECTION WITRASHGUARO
<br />EACH
<br />7.0D
<br />5760.00
<br />0.00
<br />50.00
<br />2.00
<br />51520.00
<br />25
<br />2501.602
<br />21" FLARED END SECTION W/TRASHGUARO
<br />EACH
<br />1.00
<br />5040.00
<br />0.00
<br />50.00
<br />1.00
<br />5940.00
<br />26
<br />2502.511
<br />4" PERF PE PIPE DRAIN WISOCK
<br />LF
<br />30000
<br />52.40
<br />0.00
<br />5000
<br />300.00
<br />5720.00
<br />77
<br />2503,541
<br />1T RC PIPE SEWER DES 3006. CLV
<br />LF
<br />113.00
<br />52300
<br />0.00
<br />5000
<br />121.00
<br />52.78300
<br />28
<br />2503.541
<br />15" RC PIPE SEWER DES 3005. CLV
<br />LF
<br />315.00
<br />524.00
<br />003
<br />50.00
<br />315.00
<br />57,56000
<br />29
<br />2503.541
<br />18' RC PIPE SEWER DES 3005. CLIII
<br />LF
<br />514.00
<br />520.00
<br />0.00
<br />50.00
<br />544.00
<br />514 144.00
<br />30
<br />2503.541
<br />21' RC PIPE SEWER 0E6 3005 0191
<br />LF
<br />11200
<br />530.00
<br />0.00
<br />50,00
<br />90,00
<br />52700.00
<br />31
<br />2503.541
<br />24" RC PIPE SEWER 0E0 3008, 01111
<br />LF
<br />2000
<br />537.00
<br />000
<br />50.00
<br />17.00
<br />5629.00
<br />32
<br />2503602
<br />CONNECT TO EXISTING STORM SEWER
<br />EACH
<br />3.00
<br />555000
<br />0.00
<br />50.00
<br />300
<br />51.650.00
<br />33
<br />8503,602
<br />CONNECT TO EXISTING STORM STRUCTURE
<br />EACH
<br />1.00
<br />585000
<br />0.00
<br />50.00
<br />1.00
<br />5850.00
<br />34
<br />2503.602
<br />TEMPORARY STORM SEWER CONNECTION
<br />EACH
<br />55
<br />2504.602
<br />ADJUST VALVE SOX
<br />EACH
<br />3.00
<br />520000
<br />000
<br />5000
<br />3.00
<br />5500.00
<br />56
<br />2504.602
<br />ADJUST CURB STOP BOX
<br />EACH
<br />200
<br />510000
<br />0.00
<br />50.00
<br />3.00
<br />5300.00
<br />37
<br />2506.502
<br />CONST DRAINAGE STRUCTURE 27" DIA.
<br />EACH
<br />1.00
<br />5925.00
<br />0.00
<br />5000
<br />2.00
<br />51,85000
<br />30
<br />2500.502
<br />CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24 "X36"
<br />EACH
<br />3,00
<br />51.200.00
<br />0,00
<br />50.00
<br />7.00
<br />58.40000
<br />39
<br />2506.502
<br />CONST DRAINAGE STRUCTURE DESIGN 404020
<br />EACH
<br />5,00
<br />5165000
<br />0,00
<br />50.00
<br />6.00
<br />59,900.00
<br />40
<br />2506.502
<br />COW- DRAINAGE STRUCTURE DESIGN 544020
<br />EACH
<br />200
<br />50 00
<br />0.00
<br />50.00
<br />2.00
<br />53000.00
<br />41
<br />2505,502
<br />00115T DRAINAGE STRUCTURE DESIGN 54.4020 WJ SUMP
<br />EACH
<br />100
<br />52.55000
<br />000
<br />50.00
<br />1;00
<br />52.55000
<br />42
<br />2505.502
<br />CONST DRAINAGE STRUCTURE DESIGN 904020
<br />EACH
<br />1.00
<br />85.415.00
<br />0.00
<br />5000
<br />1.00
<br />55415.00
<br />43
<br />2506502
<br />CONST DRAINAGE STRUCTURE DESIGN SPECIAL OUTLET
<br />EACH
<br />1.00
<br />82450.00
<br />000
<br />5000
<br />100
<br />52.450,00
<br />44
<br />2506.522
<br />ADJUST FRAME ANO RING CASTING
<br />EACH
<br />3.00
<br />5475.00
<br />0.00
<br />50,00
<br />4.00
<br />81900,00
<br />45
<br />2506.602
<br />STORM SEWER BAFFLE
<br />EACH
<br />1.00
<br />51,77500
<br />000
<br />50.00
<br />0.00
<br />80.00
<br />46
<br />2511,604
<br />ARTICULAR CONCRETE RIP RAP
<br />SY
<br />4400
<br />566.00
<br />0.00
<br />50.00
<br />43.00
<br />52,038,00
<br />47
<br />2521.501
<br />4' CONCRETE SIDEWALK
<br />SF
<br />1435.00
<br />53.15
<br />0.00
<br />50,00
<br />1758.00
<br />55,537.70
<br />48
<br />2631.501
<br />CONCRETE CURB GUTTER DESIGN 0018
<br />LF
<br />1,840,00
<br />59.05
<br />000
<br />50.00
<br />5.788.00
<br />516.151.40
<br />40
<br />2531.507
<br />CONCRETE DRIVEWAY APRON (6" THICK"
<br />SY
<br />135.0D
<br />536.45
<br />0.00
<br />5000
<br />127.20
<br />54.636.44
<br />50
<br />2531.507
<br />CONCRETE DRIVEWAY PAVEMENT (6" THICK)
<br />SY
<br />8000
<br />536.45
<br />0.00
<br />50.00
<br />95.30
<br />53473,69
<br />51
<br />2540002
<br />INSTALL SALVAGED MAILBOX
<br />EACH
<br />4.00
<br />000
<br />50,00
<br />1000
<br />5580,00
<br />2
<br />
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