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CITY OF NEW BRIGHTON
<br /> ENGINEERING DEPARTMENT CONTRACTOR: NORTH VALLEY,INC.
<br /> 20015 IGUANA ST NW STE 100
<br /> NOWTHEN,MN 55330
<br /> PHONE:(763)274-2580
<br /> PROJECT 13-2C,MILL AND OVERLAY FAX:(763)274-2584
<br /> PARTIAL PAYMENT 1
<br /> DATE:July 1,2013
<br /> S.A.P.NOs.147-104-003,147-020-038
<br /> PROJECT LOCATION: CITY OF NEW BRIGHTON,MN
<br /> 16th Ave Wexford-Loops
<br /> BID TOTAL CONSTRUCTED TOTAL MUNICIPAL PROJECT 13-2C SCEHDULE A MUNICIPAL PROJECT 13-2C SCEHDULE B S.A.P.147-104-003 PARTICIPATING S.A.P.147-020-038 PARTICIPATING
<br /> NO. ITEM NUMBER DESCRIPTION UNIT UNIT PRICE
<br /> ESTIMATED ESTIMATED ESTIMATED ESTIMATED QUANTITY THIS QUANTITY TO ESTIMATED QUANTITY THIS QUANTITY TO ESTIMATED QUANTITY THIS QUANTITY TO ESTIMATED QUANTITY THIS QUANTITY
<br /> QUANTITY COST QUANTITY COST PAYMENT DATE COST PAYMENT DATE COST PAYMENT DATE COST PAYMENT TO DATE COST
<br /> 1 2021.501 MOBILIZATION(SCHEDULE A) LUMP SUM $8,190.24 1.0 58,190,24 1.0 I $8,190.24 0869 0.869 $7,117.32 0.131 0.131 $1,072.92
<br /> 2 2021.501 MOBILIZATION(SCHEDULE B) LUMP SUM $2,981.84/ 1.0 $2,981 84� 1.0 $2,981.84 1.0 1.0 $2,981.64
<br /> 3 2104.501 REMOVE CURB AND GUTTER LIN.FT. $6.91 98.0 $677.18 118.0 $815.381 118.0 118.0 $815 38
<br /> 4 2104.505 REMOVE BITUMINOUS PAVEMENT SQ.YD. $4.25 128.0 $544.00 128.0 $544.00 128.0 128.0 $544.00
<br /> 5 .2104.511 SAWING BITUMINOUS PAVEMENT LIN.FT. $2.66 148.0 $393.6 160.0 $425.60! 160.0 160.0 $425.60
<br /> 6 2231.501 BITUMINOUS PATCHING MIXTURE TON $132.96 10.0 $1,329.60J 12.5 $1,662.00 _ 12.5 12.5 $1,662.00
<br /> '7 2232.501 MILL BITUMINOUS SURFACE(1.5")(P)(SCHEDULE A) SQ.YD. $0.81 21,653.0 $17,538.93 21,653.0 $17,538.93 21,653.0 21,653.0 $17,538.931
<br /> 8 2233.501 MILL BITUMINOUS SURFACE(1.5")(P)(SCHEDULE B) SQ.YD. $0.79 38,858.0 $30,697.82 38,858.0 $30,697.82_ 38,858.0 38,858.0 $30,697.82'
<br /> 9 2232.501 MILL BITUMINOUS SURFACE(2.0')(P) SQ.YD. $1.92 2,753.0 $5,285.76 2,753.0 $5,285.7 6 `
<br /> ► 2,753.0 2,753.0 $5,285.76
<br /> 10 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL. $2.77 3,258.0 $9,024.6614 2,850.00 $7,894.50k 1,030.48 1,030.48 $2,854.43, 1,698.80 1,698.80 $4,705.681 120.7 120.7 $334.39
<br /> 11 2360.501 TYPE SPWEB3408(STREETS) TON $55.88 2,298.0 $128.412.24 2,306.69 $128,897.80' 2,026.69 2,026.69 $113,251.40 280.00 280.00 $15,646.40 -
<br /> 12 2360.501 TYPE SPWE83408(STREETS) TON $55.89 3,565.0 $199,247.85 3,58Q35 $200,105.80- --
<br /> 3.580.35 3,580.35 $200,105.80
<br /> 13 2360.501 TYPE SPWEB340B(PARK) TON $64.37 175.0 $11,264.7 250.0 $16,092.50- 250.0 250.0 $16,092.50
<br /> 14 2504.602 ADJUSTING GATE VALVE EACH $303.15 4.0 $1,212.6 15.0 $4.547.25 7.0 7.0 $2,122.05 8.0 8.0 $2,425.20
<br /> 15 2531.501 CONC CURB AND GUTTER LIN.FT. $23.40 98.0 $2,293.20 118.0 $2.761.20 118,0 118.0 $2,761.20
<br /> 16 2531.603 CONCRETE CROSS GUTTER LIN.FT. $17.55 110.0 $1,930.50 90.0 $1,579.50 90.0 90.0 $1.579.50
<br /> 17 2565.602 LOOP6X6 EACH $1,044.31 3.0 $3,132.93 3.0 $3,132.93I 3.0 3.0 $3,132.93j
<br /> 18 2565.602 LOOP 6X15 EACH $1,387.03 2.0 $2,774.06 2.0 $2,774.06
<br /> 2.0 2.0 $2,774.06
<br /> 19 2582.502 4"DOUBLE SOLID YELLOW LIN.FT. $5.32 120.0 $638.40
<br /> I
<br /> 20 2583.503 ZEBRA CROSSWALK MARKING - I SQ.FT $6.31 234 0 $1,476.54 i
<br /> TOTAL CONSTRUCTION COST $429,046.78) $435,927.11 5158,976.631 $247,042.02 $24,001.47 $5,906.99
<br /> ORIGINAL CONTRACT $429,046.78
<br /> Previous Change Orders
<br /> Sub-total $429,046.78
<br /> TOTAL WORK TO DATE $435,927.11
<br /> Partial Payment 1 $414,130.75 Less Retainage 5% $21,796.36
<br /> Total $414,130.75 Sub-total $414,130.75
<br /> Less Previous Payments
<br /> Total of Partial Payment 1 $414,130.75
<br /> G:\ENG\2013proj\13-2 Contract Maintenance\13-2C Mill and Overlay\Payments\PP1.xls 1 7/1/2013
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