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Project 11-1,2011 Street Rehabilitation
<br /> FINAL PAYMENT,PARTIAL PAYMENT 5
<br /> DATE:September 10,2012
<br /> FUND:438-41101.8751 CONTRACT I PAYMENT
<br /> Total Payment
<br /> Item No. Item Descnptlon Estimated Quantity Unit Unit Price Total Bid Amount Quantity this Payment Total Quantity to Date Amount
<br /> 71 2506.522 ADJUST FRAME AND RING CASTING 37.0 EACH 537498 $ 13,874.26 34 S 12,749.32
<br /> 72 2506.602 FLEX SEAL CATCH BASIN 33.0 EACH 8374.98 S 12.374.34 53 5 19,873-94
<br /> 73 2506.802 EXTERNAL SEAUNG SYSTEM FOR CASTING 8 RINGS ONFI-SHIELD) 22,0 EACH 8155.35 S 3.417.70_ 19 S 2,951.65
<br /> 74 , 2511.801 RANDOM RIP RAP CLASS III 25.0 C.T. 896.42 $ 2,410.50 20 5 1,928 40
<br /> 75 2521.501 4'CON ETE WAU( 18,532.0 SQ.FT. $3.80 $ 68,71520 17,351 S 62,463.60
<br /> 78 2531.601 CONCRETE CURB&GUTTER DESIGN 8618(SPOT REPAIRS 865.9 UN.FT. $18.00 5 15,570.00 1,819.50 $ 32,751.00
<br /> 77 2531.501 CONCRETE CURB&GUTTER DESIGN 8618 2.625.0 UN.FT. $12.80 S 33.000.00 2571 $ 36,748 80
<br /> 78 2531.501 CONCRETE CROSS GUTTER 55.0 UN.FT. 524.00 S 1.320.00 132 S 3,168.00
<br /> 79 2531.502 CONCRETE CURB&GUTTER DESIGN V4 50.0 UN.FT. 526.23 $ 1.311,50 5 -
<br /> 80 2531.507 8'CONCRETE DRIVEWAY PAVEMENT 800 S.Y. 852.75 $ 4.220,00 183.3 S 8,614.08
<br /> Si 2531.507 8'CONCRETE DRIVEWAY PAVEMENT 60.0 S,Y. 657.00 S 3.420,00 S -
<br /> 82 2531.602 PEDESTRIAN CURB RAMP 19.0 EACH $345.00 S 13,555.00 18 5 8,210.00
<br /> 83 2531,618 TRUNCATED DOMES 178.0 SQ.FT. $32.15 S 5,8513.40 172 $ 5,52980
<br /> 84 2540.602 INSTALL MAIL BOX(IN CLUSTER) 8:0 EACH 5107.00 S 642.00 6 5 642.00
<br /> 85 2557.603 INSTALL CHAIN UNK FENCE(47 140.0 LF $15.00 $ 2.100,00 140 5 2,100 00
<br /> 86 2563.601 TRAFFIC CONTROL 1.0 LUMP SUM 33,110.00 S 3,110.00 1 5 3,110.00
<br /> 87 2564.533 FURNISH SIGN PANEL TYPE C 199.0 SQ.FT. 314.70 S 2.925.30 13.3 212.3 5 3,120.81
<br /> 86 2564.602 FURNISH SIGN POSTS 48.0 EACH $53,80 $ 2.465.80 10 56 5 3,001.60
<br /> 89 2571.502 DECIDUOUS TREE.r CAL B&B 31.0 TREE 3370.00 S 11,470.00 32 5 11.840 00
<br /> 90 2571541 TRANSPLANT TREE(SPADE SIZE 42') 3.0 TREE $26800 S 804.00 3 S 804 00
<br /> 91 2573,502 SILT FENCE TYPE MACHINE SUCED 1,530.0 UN.FT. $1.90 $ 2,907.00 1.000 5 1,90000
<br /> 92 2573.530 STORM ORAIN INLET PROTECTION 31.0 EACH 396.50 $ 2,991.50 46 S 4.439.00
<br /> 93 2573.501 EROSION CONTROL SUPERVISOR 1.0 -it. . 52.360.00 S 2,360.00 1 5 2,360.00
<br /> 94 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE 4.0 EACH 51285.00 $ 5.140.00 S -
<br /> 95 2575.505 SODDING WW 4"TOPSOIL 1,738,0 S.Y. 55,30,5 9,211.40 -2.906.15 2,228.05 5 11,808 67
<br /> 96 2575.523 EROSION CONTROL BLANKET.CATEGORY 3 1,970.0 S.Y. $1.02 S 2,009.40 1,000 S 1.020.00
<br /> 97 2575.523 EROSION CONTROL BLANKET,CATEGORY 4 575.0 S.Y. 51.25 $ 718.75_ 400 5 50000
<br /> 98 2575.525 EROSION STABILIZATION MAT CLASS 2,ENKAMMT 12.0 S,Y. 522.50 8 270.00 12 S 270.00
<br /> 99 2575.605 SEEDING MNDOT MIX NO.240 0.4 ACRE 3800.00 $ 320.00 02 5 160,00
<br /> 100 2575.605 SEEDING MNDOT MIX NO.310 NWT 0.1 ACRE 52,675.00 5 267.50 0.1 S 267 50
<br /> 101 2582.502 4'SOLID UNE WHITE-EPDXY 8,319.0 UN.FT. 50.32 S 2,66206 8185 S 2,619.20
<br /> 102 2582_502 4'DOUBLE SOLID UNE YELLOW-EPDXY 4,079.0 UN.FT. $0.68 S 2.692.14 3,851 $ 2,561_46
<br /> Total Bid $ 1,089,257.30 Work to date S 1,099,881.64
<br /> CHANGE ORDER
<br /> 1 2104.501 REMOVE WATERMAIN -600.0 L.F. 6E42 -$3,852.00 5 -
<br /> 1 2104.603 ABANDON WATERMAIN 603,0 EACH 57.50 54,500.00 800 5 4,500.00
<br /> 1 2504.601 TEMPORARY WATERMAIN - -1.0 EACH 516,392.12 '$113,392.12 S
<br /> 1 2503541 1r RC PIPE SEWER DESIGN 3006 CLASS V 308.0 LF. 528.93 88,910.44 317 S 9,170 81
<br /> 1 2503.541 18"RC PIPE SEWER DESIGN 3006 CLASS V 12.0 LF. 530.53 5386.36 12 S 386 36
<br /> 1 2503.802 CONNECT TO EXISTING DRAINAGE STRUCTURE 1.0 EACH 81,285.88 $1,285.85 1 S 1.285 66
<br /> 1 2508.501 CONSTRUCT DRAINAGE STRUCTURE DESIJCN 2'X3' 7.0 L.F. $24428 31,709.96 7 S 1,709.96
<br /> 1 2505.501 CONSTRUCT DRAINAGE STRUCTURE DESING 48.4020 14.0 L.F. 5258.08 53.584.64, 14 $ 3.584 84
<br /> 1 2508.516 CASTING ASSEMBLY(CATCH BASIN) 5.0 EACH $460.69 62.303.45 5 5 5 2.303.45
<br /> CHANGE ORDER 1 ADDITIONS 522,660.71 S 22,921.08
<br /> CHANGE ORDER DEDUCTIONS -S20,244.12
<br /> 52,416.59
<br /> _ 2 2503,511 4'PVC SANITARY SEWER PIPE,(SCHEDULE 40) 30.0 LF. $18.50 S495.00 27 S 445-50
<br /> 2 2503.602 CONNECT TO EXISTING SANITARY$EWWEROM8X4'WYE) 1.0 EACH 51,727.00 51.727;00 1 $ 1,727,00
<br /> 2 2504.602 1'SERVICE GROUP(CORPORATION AND CURB BOX) 1.0 EACH $627.00 $627 00 _ 2 $ 1,254.00
<br /> 2 2504.803 ?TYPE K COPPER SERVICE 40.0 LF. S28.40 51.055.00 84 S 2.217.50
<br /> CHANGE ORDER 2 53,905.00 S 5,644.10
<br /> 3 I 2584.635 IINSTALLSIGNS 212.3 I S,F_ ) 512.731 S2.702.58I 212.2 212.3 IS 2.702.58
<br /> CHANGE ORDER 3 $2.702.58 S 2,702.58
<br /> ORIGINAL CONTRACT$ 1,089,257.30
<br /> Previous Change Orders $ 6,321.59
<br /> 'Deducts include concrete with foot punts Change Order 3(bid items) $ 2,702.58
<br /> Change Order 3(contract quantities) $ 32,867.93
<br /> Sub-total $ 1,131,149,40
<br /> 'Deducts $ (500.00)
<br /> Partial Payment 1 $ 77,608.80 Change Order 1 $ 2,416.59 TOTAL WORK TO DATE $ 1,130,649.40
<br /> Partial Payment 2 $ 323,168,86 Change Order 2 $ 3,905.00 Less Retainage 0% $ -
<br /> Partial Payment 3 $ 591,393.94 S 6,321.59 Sub-total $ 1.130.649.40
<br /> partial Payment 4 S 93,13626 Less Previous Payments 5 1,065,307.86
<br /> S 1,085,307.86 Total of Final Payment,Partial Payment 5 S 45,341.54
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