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PARTIAL PAY ESTIMATE NO. 2- FINAL
<br />KELLY AVENUE STORM SEWER OUTFALL
<br />CITY OF ORONO, MINNESOTA
<br />BMI PROJECT NO. C13.110197
<br />WORK COMPLETED THROUGH AUGUST 31, 2016
<br />ITEM
<br />NO.
<br />ORIGINAL
<br />PLAN
<br />QTY.
<br />UNIT
<br />OF
<br />MEASURE
<br />UNIT
<br />PRICE
<br />BID
<br />AMOUNT
<br />PREVIOUS
<br />PAY APPLICATIONS
<br />QUANTITY AMOUNT
<br />TOTAL COMPLETED
<br />TO DATE
<br />QUANTITY AMOUNT
<br />1
<br />MOBILIZATION & TRAFFIC CONTROL
<br />1
<br />LUMP SUM
<br />$5,000.00
<br />$5,000.00
<br />1.0
<br />$5,000.00
<br />1.0
<br />$5,000.00
<br />2
<br />SAWCUT PAVEMENT FULL DEPTH
<br />52
<br />LIN FT
<br />$10.00
<br />$520.00
<br />52.0
<br />$520.00
<br />52.0
<br />$520.00
<br />3
<br />REMOVE DRAINAGE STRUCTURE
<br />1
<br />EACH
<br />$500.00
<br />$500.00
<br />1.0
<br />$500.00
<br />1.0
<br />$500.00
<br />4 1
<br />REMOVE BITUMINOUS PAVEMENT
<br />52
<br />SQ YD
<br />$7.00
<br />$364.00
<br />64.0
<br />$448.00
<br />64.0
<br />$448.00
<br />5
<br />REMOVE TREE
<br />13
<br />EACH
<br />$575.00
<br />$7,475.00
<br />15.0
<br />$8,625.00
<br />15.0
<br />$8,625.00
<br />6
<br />EXPORT COMMON MATERIAL
<br />1
<br />LUMP SUM
<br />$4,400.00
<br />$4,400.00
<br />1.0
<br />$4,400.00
<br />1.0
<br />$4,400.00
<br />7
<br />COMMON EXCAVATION
<br />1
<br />LUMP SUM
<br />$4,650.00
<br />$4,650.00
<br />1.0
<br />$4,650.00
<br />1.0
<br />$4,650.00
<br />8
<br />SUBGRADE PREPARATION P
<br />52
<br />SQ YD
<br />$5.00
<br />$260.00
<br />64.0
<br />$320.00
<br />64.0
<br />$320.00
<br />9
<br />AGGREGATE BASE CLASS 5 - 100% CRUSHED, 8" THICK P
<br />22
<br />TON
<br />$35.00
<br />$770.00
<br />33.2
<br />$1,162.35
<br />33.2
<br />$1,162.35
<br />10
<br />TYPE SP 12.5 NON -WEARING COURSE MIX 2,B 2.0" THICK P
<br />6
<br />TON
<br />$385.00
<br />$2,310.00
<br />20.0
<br />$7,700.00
<br />20.0
<br />$7,700.00
<br />11 1
<br />ITYPE SP 9.5 WEARING COURSE MIX 2,B 1.5" THICK P
<br />4
<br />TON
<br />$275.00
<br />$1,100.00
<br />10.0
<br />$2,750.00
<br />10.0
<br />$2,750.00
<br />12
<br />CONSTRUCT DRAINAGE STRUCTURE - DESIGN F
<br />6
<br />LIN FT
<br />$500.00
<br />$3,000.00
<br />6.0
<br />$3,000.00
<br />6.0
<br />$3,000.00
<br />13
<br />CONSTRUCT DRAINAGE STRUCTURE - DESIGN G
<br />2
<br />LIN FT
<br />$650.00
<br />$1,300.00
<br />2.0
<br />$1,300.00
<br />2.0
<br />$1,300.00
<br />14
<br />18" RC PIPE SEWER DESIGN 3006 CLASS V
<br />200
<br />LIN FT
<br />$53.00
<br />$10,600.00
<br />192.0
<br />$10,176.00
<br />192.0
<br />$10,176.00
<br />15
<br />18" RC APRON WITH TRASH GUARD
<br />2
<br />EACH
<br />$1,110.00
<br />$2,220.00
<br />2.0
<br />$2,220.00
<br />2.0
<br />$2,220.00
<br />16
<br />COBBLED RIVER ROCK, 6" - 9" DIAMETER
<br />13
<br />CY YD
<br />$110.00
<br />$1,430.00
<br />14.0
<br />$1,540.00
<br />14.0
<br />$1,540.00
<br />17
<br />CONNECT TO EXISTING STORM PIPE
<br />1
<br />EACH
<br />$595.00
<br />$595.00
<br />1.0
<br />$595.00
<br />1.0
<br />$595.00
<br />18 1
<br />ICASTING ASSEMBLY STORM
<br />2
<br />EACH
<br />$530.00
<br />$1,060.00
<br />2.0
<br />$1,060.00
<br />2.0
<br />$1,060.00
<br />19 1
<br />1EXTERNAL CHIMNEY SEAL
<br />2
<br />EACH
<br />$250.00
<br />$500.00
<br />2.0
<br />$500.00
<br />2.0
<br />$500.00
<br />20
<br />WATER MAIN OFFSET
<br />1
<br />LUMP SUM
<br />$6,245.00
<br />$6,245.00
<br />1.0
<br />$6,245.00
<br />1.0
<br />$6,245.00
<br />21
<br />COMMON TOPSOIL BORROW
<br />65
<br />CU YD
<br />$40.00
<br />$2,600.00
<br />22
<br />EROSION CONTROL BLANKET, CAT. 3 WITH STATE SEED MIX 36-211
<br />89
<br />SQ YD
<br />$5.00
<br />$445.00
<br />120.0
<br />$600.00
<br />195.0
<br />$975.00
<br />23
<br />SOD, TYPE LAWN
<br />302
<br />SQ YD
<br />$12.00
<br />$3,624.00
<br />310.0
<br />$3,720.00
<br />24
<br />SILT FENCE, TYPE MS
<br />15
<br />LIN FT
<br />$10.00
<br />$150.00
<br />25.0
<br />$250.00
<br />25.0
<br />$250.00
<br />25
<br />SILT CURTAIN
<br />20
<br />LIN FT
<br />$30.00
<br />$600.00
<br />20.0
<br />$600.00
<br />20.0
<br />$600.00
<br />26 1
<br />ILANDSCAPNG ALLOWANCE
<br />1
<br />ALLOWANCE
<br />$8,000.00
<br />$8,000.00
<br />1.0
<br />$10,028.66
<br />EXTRA WORK
<br />DOWNSPOUT LINE
<br />1
<br />LS
<br />$715.00
<br />$715.00
<br />1.0
<br />$715.00
<br />ROCK CHECKS
<br />1
<br />LS
<br />$502.50
<br />$502.50
<br />1.00
<br />$882.50
<br />TOTAL BASE BID:
<br />$69,718.00
<br />$64,161.35
<br />$79,882.51
<br />H:\ORNO\C13110197\7_ Construction\E_Pay Applications\Pay Request No 2 - Final.xls
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