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ESTIMATED PROJECT TOTAL PAYMENT
<br /> NO. ITEM NUMBER DESCRIPTION UNIT UNIT PRICE QUANTITY THIS 1
<br /> _ QUANTITY COST PAYMENT QUANTITY COST
<br /> 72 2531.501 CONCRETE CURB&GUTTER DESIGN B624 LIN.FT. $22.00 287.0 56.314.00
<br /> 73 2531.501 CONCRETE CURB 8 GUTTER DESIGN S412(SPOT REPAIR) LIN.FT. $18.00 330.0 $5,940.00
<br /> 74 2531.501 CONCRETE CURB&GUTTER DESIGN S412 LIN.FT. $9.30 3,350.0 531,155.00
<br /> 75 2531,507 6"CONCRETE DRIVEWAY PAVEMENT S.Y. $47.0 280.0 $13,160.00/
<br /> 76 2531.602 PEDESTRIAN CURB RAMP EACH $550.0 4.0 $2,200.00
<br /> 77 2531.618 TRUNCATED DOMES SO.FT. $40,0k 72.0 $2,880.00
<br /> 78 2540.602 INSTALL SALVAGED MAIL BOX 8 POST EACH 5100.00 6.0 _ $600.00
<br /> 79 2545.602 RECONSTRUCT TRAFFIC SIGNAL LIGHT BASE EACH $10,000.00 1.0 $10,000.00
<br /> 80 2563.601 TRAFFIC CONTROL LUMP SUM $4,900.00 1.0 $4,900.00 0 25 0.75 $3,675.00
<br /> 81 2564.602 FURNISH&INSTALL SIGN AND POST EACH $275.00 6.0 $1,650.00
<br /> 82 2565.602 FURNISH&INSTALL PEDESTRIAN PUSH BUTTON EACH 51.500-00 4 0 $6,000.00
<br /> 83 2565.602 6',X 6'LOOP DETECTOR EACH 51,000.00 7.0 $7.000.00
<br /> 84 2571.502 PERENNIAL PLANT,#1 CONTAINER PLANT $20-007 20.0 $400.001
<br /> 85 2571.502 DECIDUOUS SHRUB,#3 CONTAINER SHRUB $50.00 13.0 $650.00
<br /> 136 2571.502 ORNAMENTAL TREE,1 1/2"CAL B&B TREE $450.00 1.0 $450.00
<br /> 87 2571.502 DECIDUOUS TREE,2"CAL.B&B TREE $400.00 9.0 $3,600.00
<br /> BB 2571.502 CONIFEROUS TREE,B'HEIGHT BBB TREE 5400.00 8.0 $3,200,00
<br /> 89 2573.502 SILT FENCE,TYPE MACHINE SLICED _ LIN.FT. $5.00 110.0 $550.00
<br /> 90 2573,505 FLOATING SILT CURTAIN,STILL WATER LIN.FT. $15.00 100.0 $1,500.00
<br /> 91 2573.530 STORM DRAIN INLET PROTECTION EACH $150.00 27.0 54,050.00 20.0 $3,000.00
<br /> 92 2573.550 EROSION CONTROL SUPERVISOR L S. $500.00 1.0 $500.00 0.25 0.75 5375.00
<br /> 93 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH $1,000.00 4.0 54,000.00
<br /> 94 2576.523 EROSION CONTROL BLANKET,CATEGORY 3,W/MNDOT MIX 260 S.Y. $4.25 600,0 52.550,00
<br /> 95 2575.604 4 HYDROSEEDING AND MULCH,W/2"TOPSOIL AND MNDOT MIX 260 S.Y. S3 85 4,000.0 $15,400,00
<br /> 96 2582.501 RIGHT TURN ARROW-EPDXY EACH $125 00 1.0 $125.00
<br /> 97 2582.501 LEFT TURN ARROW-EPDXY EACH $125-00 1.0 $125.00
<br /> 98 2582.502 4'SOUO WHITE-EPDXY(TURN LANE) 4 LIN.FT. $1.00 760 576.00
<br /> 99 2582 502 4'SOLID LINE WHITE-EPDXY(PARKING STALLS) LIN.FT. $2.80 522 0 $1.461.60
<br /> 100 2582.502 4'DOUBLE SOLID LINE YELLOW-EPDXY LIN.FT. $2.00 200.0 $400.00
<br /> 101 2582 503 ZEBRA CROSS-WALK MARKING-EPDXY SO FT $4.60 126.0 $579.60
<br /> CONSTRUCTION COST 31,091,005.46 $368,209.63
<br /> CHANGER ORDER 1
<br /> ESTIMATED PROJECT TOTAL PAYMENT
<br /> NO. (ITEM NUMBER DESCRIPTION UNIT UNIT PRICE QUANTITY THIS
<br /> QUANTITY COST PAYMENT 1 QUANTITY COST
<br /> 1 2350 511 TYPE LV1 WEARING COURSE PATH REPAIR(3"BIT-6"GRAVEL) SQUARE FEET $2.35 2,100,0 $4,935 OU t
<br /> 2 2545.601 UTILITY INSTALLATION WITH COORDINATION AROUND SMALL UTILITIES LUMP SUM $19,337,57 1.0 $19,337 57 1 0 1,0 $19,337.57
<br /> 3 2545.601 STORM SEWER INSTALLATION(27"MH AND B-INCH PVC) LUMP SUM $3.000 00 1.0 $3,000 000
<br /> CHANGE ORDER 1 $27,272.57 319,337.57
<br /> ORIGINAL CONTRACT 31,091,005.46
<br /> Previous Change Orders
<br /> Change Order 1 $27,272.57
<br /> Sub-total $1,118,278.03
<br /> Partial Payment 1 $137,593.16 Change Order 1 $27,272.57 TOTAL WORK TO DATE $387,547.20
<br /> Less Retalnage 5% $19,377.36
<br /> Sub-total $368,169.84
<br /> Less Partial Payment 1 3137,593.16
<br /> Total of Partial Payment 2 $230,576.68
<br /> G:\ENG\2013proj\13-1,2013 Street Rehabilitalion1Payments1PP2-xls 2 9/18/2013
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