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ITEM
<br />NO.
<br />ITEM DESCRIPTION
<br />ESTIMATED
<br />QUANTITY
<br />UNIT
<br />CONTRACT UNIT
<br />• PRICE
<br />CONTRACT AMOUNT
<br />USED TO
<br />DATE
<br />EXTENSION
<br />1-
<br />REMOVE CONCRETE CURB
<br />119
<br />LIN FT
<br />$1.50
<br />$ 178.50
<br />110
<br />$ 165.00
<br />2
<br />REMOVE BITUMINOUS PAVEMENT
<br />6,931
<br />SQ FT
<br />$0.10
<br />$ 693.10
<br />6,200
<br />$ 620.00
<br />3
<br />SAWING CONCRETE PAVEMENT (FULL DEPTI•
<br />9
<br />LIN FT
<br />$3.00
<br />$ 27.00
<br />524.07
<br />$ -
<br />4
<br />SAWING BITUMINOUS PAVEMENT (FULL DEP1
<br />228
<br />LIN FT
<br />$2.00
<br />$ 456.00
<br />337
<br />$ 674.00
<br />5
<br />RELOCATE COMMERCIAL SIGN
<br />1
<br />EACH
<br />$400.00
<br />$ 400.00
<br />115,68
<br />$ -
<br />8
<br />COMMON EXCAVATION (P)
<br />3,001
<br />CU YD
<br />$4.00
<br />$ 12,004.00
<br />3,001
<br />$ 12,004,00
<br />7
<br />TOPSOIL BORROW, LV
<br />393
<br />CU YD
<br />$15,05
<br />$ 5,914.85
<br />104,84
<br />$
<br />8
<br />AGGREGATE BASE CLASS 5 MODIFIED
<br />1,238
<br />TON
<br />$18.16
<br />$ 18,755.70
<br />1,214
<br />$ 18,392,10
<br />9
<br />MILL BITUMINOUS SURFACE (1.51
<br />78
<br />SQ YD
<br />$16,25
<br />$ 1,267,50
<br />78
<br />$ 1,267.50
<br />10
<br />TYPE MV 3 WEARING COURSE MIXTURE (B)
<br />353
<br />TON
<br />$77.81
<br />$ 27,466.93
<br />312.11
<br />$ 24,285.28
<br />11
<br />TYPE MV 3 NON WEARING COURSE MIXTURE
<br />529
<br />TON
<br />$73,71
<br />$ 38;992,59
<br />571.03
<br />$ 42 090462
<br />12
<br />BITUMINOUS MATERIAL FOR TACK COAT
<br />140
<br />GALLON
<br />$1,50
<br />$ 210.00
<br />208
<br />$ 312,00
<br />...
<br />13
<br />CONCRETE FLUME
<br />1
<br />EACH
<br />$600.00
<br />$ 600.00
<br />$ -
<br />14
<br />MODULAR BLOCK RETAINING WALL
<br />360
<br />SO FT
<br />$18.50
<br />$ 6,476.00
<br />328
<br />$ 6,068.00
<br />15
<br />12" RC PIPE SEWER DESIGN 3006, CL V
<br />77
<br />LIN FT
<br />$20.00
<br />$ 1,540.00
<br />74
<br />8 .1,480.00
<br />16
<br />15" RC PIPE SEWER DESIGN 3006, CL V
<br />904
<br />LIN FT
<br />$20.70
<br />$ 18,712.80
<br />880
<br />$ 18,216,00
<br />97
<br />CONNECT INTO EXISTING DRAINAGE STRUM
<br />1
<br />EACH
<br />$400.00
<br />$ 400,00
<br />1
<br />$ 400,00
<br />18
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN
<br />8
<br />EACH
<br />$1,308.00
<br />$ 7,836.00
<br />6
<br />$ 7,838.00
<br />19
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN
<br />3
<br />EACH
<br />$841.00
<br />$ 2,523,00
<br />3
<br />$ 2,523.00
<br />20
<br />CASTING ASSEMBLY
<br />9
<br />EACH
<br />$454.00
<br />$ 4,086.00
<br />9
<br />$ 4,086.00
<br />21
<br />RANDOM RIPRAP CLASS III
<br />14
<br />CU YD
<br />$60.00
<br />$ 840.00
<br />$ -
<br />P2
<br />CONCRETE CURB & GUTTER DESIGN 8618
<br />1,74.0
<br />LIN FT
<br />$10.26
<br />$ 17,852.40
<br />1,723
<br />$ 17,677.98
<br />23
<br />7" CONCRETE DRIVEWAY PAVEMENT
<br />64
<br />SQ YD
<br />$45.00
<br />$ 2,880.00
<br />31
<br />$ 1,395.00
<br />24
<br />INSTALL 4" PVC (SCH 40) CONDUIT
<br />100
<br />LIN FT
<br />$4.00
<br />$ 400.00
<br />100
<br />$ 400.00
<br />25
<br />CONIFEROUS TREE 6' HT B&B
<br />5
<br />TREE
<br />$300.00
<br />$ 1,500.00
<br />$ -
<br />28
<br />SILT FENCE, TYPE MACHINE SLICED
<br />1,650
<br />LIN FT
<br />$1.65
<br />$ 2,722.50
<br />250
<br />$ 412.50
<br />27
<br />STORM DRAIN INLET PROTECTION
<br />9
<br />EACH
<br />$50.00
<br />$ 450,00
<br />9
<br />$ 450,00
<br />28
<br />TEMPORARY ROCK CONSTRUCTION ENTRAN
<br />1
<br />EACH
<br />$800.00
<br />$ 800.00
<br />$ -
<br />29
<br />SODDING LAWN TYPE
<br />170
<br />SQ YD
<br />$4.00
<br />$ 680.00
<br />143
<br />$ 572.00
<br />30
<br />TURF ESTABLISHMENT
<br />1,1
<br />ACRE
<br />$800.00
<br />$ 880,00
<br />1.1
<br />$ 880,00
<br />31
<br />B -612 CURB'
<br />130.0
<br />LIN FT
<br />$20,00
<br />$ 2,800,00
<br />130
<br />$ 2,600.00
<br />mu 0Cneuuns
<br />ITEM
<br />NO,
<br />--o • 'urn Lan" V VnaN4Y4Yn
<br />ITEM DESCRIPTION
<br />ESTIMATED
<br />QUANTITY
<br />UNIT
<br />CONTRACT UNIT
<br />PRICE
<br />CONTRACT AMOUNT
<br />USED TO
<br />DATE
<br />EXTENSION
<br />1
<br />REMOVE BITUMINOUS PAVEMENT
<br />8,382
<br />SQ FT
<br />$0.15
<br />$ 967.30
<br />5,500
<br />$ 825.00
<br />2
<br />SAWING BITUMINOUS PAVEMENT (FULL DEP1
<br />790
<br />LIN FT
<br />$2.00
<br />$ 1,580.00
<br />500
<br />$ 1,000.00
<br />3
<br />AGGREGATE BASE CLASS 5
<br />546
<br />TON
<br />$15.42
<br />$ 8,419.32
<br />524.07
<br />$ 8,081.16
<br />4
<br />MILL BITUMINOUS SURFACE (1.5 ")
<br />177
<br />SQ YD
<br />$6.14
<br />$ 1,086.78
<br />140
<br />$ 859.60
<br />5
<br />TYPE MV 3 WEARING COURSE MIXTURE (B)
<br />133
<br />TON
<br />$79.94
<br />$ 10,632.02
<br />115,68
<br />$ 9247.46
<br />6
<br />TYPE MV 3 NON WEARING COURSE MIXTURE
<br />120
<br />TON
<br />$78.35
<br />$ 9,402.00
<br />107.32
<br />$ 8,408.52
<br />7
<br />TYPE LV 3 NON WEARING COURSE MIXTURE
<br />166
<br />TON
<br />$75,44
<br />$ 12,523.04
<br />104,84
<br />$ 7,909.13
<br />8
<br />BITUMINOUS MATERIAL FOR TACK COAT
<br />64
<br />GALLON
<br />$1.79
<br />$ 114.56
<br />64
<br />$ 114.56
<br />g
<br />TURF ESTABLISHMENT
<br />0.3
<br />ACRE
<br />$1,500.00
<br />$ 450.00
<br />0.3
<br />$ 450.00
<br />10
<br />4" SOLID LINE WHITE • EPDXY
<br />960
<br />LIN FT
<br />$2.00
<br />$ 1,920.00
<br />$
<br />November 7, 2008
<br />"A" St t C n tructlon
<br />•
<br />PAY ESTIMATE #1
<br />CITY OF RAMSEY
<br />144th Avenue NW Utility and Street Improvements
<br />. City of Ramsey Project No. 08.36
<br />Honorable Mayor & City Council
<br />City of Ramsey
<br />7550 Sunwood Drive
<br />Ramsey, MN 55303
<br />RE: 144th Avenue NW Utility and Street Improvements
<br />Contractor: Erin Contracting
<br />Contract Amount: $262,278.74
<br />Award Date: August 27, 2008
<br />Completion Date: June 1, 2009
<br />Dear Honorable Mayor and Council Members:
<br />The following work has been completed on the above - referenced project by Erin Contracting.
<br />Total Bld Schedule "A"
<br />$ 180,143.87
<br />184,808,9
<br />FIELD CHANGE
<br />S: \MunIcipal\Aramsey 13182 \Specification\ra3182pe
<br />Total Bid Schedule "B"
<br />PE - 1
<br />47,085.02
<br />38, 896.43
<br />ENGINEER
<br />-117-
<br />
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