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NO ITEM NUMBER DESCRIPTION UNIT ESTIMATED PROJECT TOTAL PAYMENT
<br /> UNIT PRICE QUANTITY COST QUANTITY THIS QUANTITY COST
<br /> PAYMENT
<br /> x
<br /> 72 2531.501 CONCRETE CURB&GUTTER DESIGN B624 LIN,FT. $22,00 287.0 $6,314.00
<br /> 73 2531.501 CONCRETE CURB&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 $31,155.00
<br /> 75 2531.507 6"CONCRETE DRIVEWAY PAVEMENT S.Y. $47.00 280.0 $13,160.00
<br /> 76 2531.602 PEDESTRIAN CURB RAMP EACH $550.00 4.0 $2,200.00
<br /> 77 2531.618 TRUNCATED DOMES SO.FT. $40.00 72.0 $2,880.00
<br /> 78 2540.602 INSTALL SALVAGED MAIL BOX&POST EACH $100.00 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 54,900.00 0.5 0.5 $2,450.00
<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 $1,500.00 4.0 $6,000.00
<br /> 83 2565.602 G X 6'LOOP DETECTOR EACH $1,000.00 7.0 $7,000.00
<br /> 84 2571.502 PERENNIAL PLANT,#1 CONTAINER PLANT $20.00 20.0 $400.00\
<br /> 85 2571.502 DECIDUOUS SHRUB,#3 CONTAINER SHRUB $50.00 13.0 $650.00
<br /> 86 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 90 $3.600.00
<br /> 88 2571.502 CONIFEROUS TREE,8'HEIGHT B&B TREE $400.00 8.0 $3,200.00
<br /> 89 2573.502 SILT FENCE,TYPE MACHINE SLICED LIN.FT. $5.00 110.0 5550.00
<br /> 90 2573.505 FLOATING SILT CURTAIN,STILL WATER LIN.FT. 515.00 100.0 $1,500.00
<br /> 91 2573.530 STORM DRAIN INLET PROTECTION EACH 4150.00 27.0 $4,050.00 20.0 20.0 $3,000.00
<br /> 92 2573.550 EROSION CONTROL SUPERVISOR L.S, $500.00 1.0 $500.00k 0.5 0,5 8250.00
<br /> 93 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH $1,000.00 4.0 $4,000.
<br /> 94 2575.523 EROSION CONTROL BLANKET.CATEGORY 3,WI MNDOT MIX 260 S.Y. $4.25 600.0 $2,550.00
<br /> 95 2575,604 HYDROSEEDING AND MULCH,W/2°TOPSOIL AND MNDOT MIX 260 S.Y. $3.85 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 /> 9B 2582.502 4°SOLID WHITE-EPDXY(TURN LANE) LIN.FT. $1.00. 76.0 $76.00
<br /> 99 25732.502 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 $579 601
<br /> CONSTRUCTION COST_ $1,091,005.46 $144,834.90
<br /> ORIGINAL CONTRACT $1,091,005.46
<br /> Previous Change Orders
<br /> Change Order 1
<br /> Sub-total $1,091,005.46
<br /> Partial Payment 1 $137,593 16 Change Order 1 TOTAL WORK TO DATE $144,834.90
<br /> Less Retainage 5% $7,241.75
<br /> Sub-total $137,593.16
<br /> Less Previous Payments
<br /> Total of Partial Payment 1 $137,593.16
<br /> G:\ENG12013proj\13-1,2013 Street Rehabilitation\Payments\PP1.xls 2 _ ';gp
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