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CITY OF NEW BRIGHTON CONTRACTOR: HARDRIVES,INC.
<br /> ENGINEERING DEPARTMENT 144750UIRAM DRIVE
<br /> ROGERS,MN 55374
<br /> PHONE:(763)428-8886
<br /> FAX:(763)428-8868
<br /> Project 11-1,2011 Street Rehabilitation
<br /> FINAL PAYMENT,PARTIAL PAYMENT 5
<br /> DATE:September 10,2012
<br /> FUND:438-41101-6751 CONTRACT
<br /> PAYMENT
<br /> Total Payment
<br /> Item No. Item Description Estimated Quantity Unit Unit Price Total Bid Amount Quantity this Payment Total Quantity to Data Amount
<br /> 1 2021.501 MOBIUZATION 1.0 LUMP SUM 537,000.00 $ 37,000.00 1 S 37,000.00
<br /> 2 2101.502 CLEARING 26.0 TREE 5400.00 S 10,400.00 1 41 S 18,400.00
<br /> 3 2101.507 GRUBBING 26.0 TREE 5160.00 S 4,180.00 1 41 S 6,560.00
<br /> 4 2104.501 REMOVE CHAIN LINK FENCE 140.0 _ UN.FT. 5E60 $ 1,204.00 140 S 1,204 00
<br /> 5 2104.501 REMOVE WATERMAIN 810,0 UN.FT. $6.42 $ 5,200.20 40 $ 256.80
<br /> 6 2104.501 REMOVE SEWER PIPE(STORM) 481.0 UN.FT. 812.85 S 8,180.8E 556 S 7.144 60
<br /> 7 2104.501 REMOVE CURB AND GUTTER(SPOT LOCATIONS) 885.0 _ UN.FT. 57.00 5 8,055.00 1,819.50 S 12,736.50
<br /> 8 2104.501 REMOVE CURB AND GUTTER 2,825.0 UN.FT. $4.40 $ 11,550.00 2,871 $ 12,63240
<br /> 9 2104.503 REMOVE CONCRETE WALK 2,0500 SQ.FT $1.15 $ 2.357.50 2,570 $ 2.955 50
<br /> 10 2104.505 REMOVE CONCRETE PAVEMENT 15.0 SQ.YD. 59.40 8 141,00 78.1 S 734 14
<br /> 11 2104.505 REMOVE BITUMINOUS PAVEMENT 23,799.0 SO.YD. $1.05 8 24,988.95 23,799.00 $ 24.98 ,95
<br /> 12 2104.509 REMOVE WATER SERVICE 9.0 EACH $1,018.00 S 9.162.00 10 5 10,180 00
<br /> 13 2104.509 REMOVE HYDRANT AND VALVE 7,0 EACH $1,039.00 $ 7273.00 5 $ 5.195.00
<br /> 14 2104.509 REMOVE GATE VALVE AND BOX 7.0 EACH 5332.00 S 2,324.00 1 $ 332,00
<br /> 15 2104,509 REMOVE DRAINAGE STRUCTURE 13.0 EACH $41200 S 5,434.00 I 11 S 4,598 00
<br /> 16 2104.509 REMOVE SIGN AND POST 51,0 EACH $21.43 $ 1,092,93 Si S 1.092.93
<br /> 17 2104.509 REMOVE MAILBOX SUPPORT 6.0 EACH $21.43 $ 128.58 6 S 128 58
<br /> 18 2104.511 SAWING CONCRETE PAVEMENT(FULL DEPTH) 68.0 UN.FT. $4.70 8 31020 142 S 667 40
<br /> 19 2104.513 SAWING BITUMINOUS PAVEMENT(FULL DEPTH) 1.051,0 UN.FT. $2.95 $ 3,100.4E 1,160 S 3,422 00
<br /> 20 2104.523 SALVAGE SIGN 5.0 EACH $21.43 $ 107.15 8 11 $ 235.73
<br /> 21 2104.523 SALVAGE MAIL BOX 8.0 EACH $10.71 S 64.26 6 $ 54 28
<br /> 22 2104.801 REMOVE AND DISPOSE OF RUBBLE 1.0 LUMP SUM 8500.00'S 500.00 1 S 500.00
<br /> 23 2104.603 ABANDON WATERMAIN - 800.0 UN.FT. $7.50 $ 4,500.00 460 $ 3,450 00
<br /> 24 2105.501 COMMON EXCAVATION 3,332.0 CU.YD. $12.99 5 43,282.88 2,237 S 29,058,63
<br /> 25 2105.507 SUBGRADE EXCAVATION 1,455.0 CU,YD. 511.00 $ 16,005.00 552 $ 6,072.00
<br /> 28 2105.525 TOPSOIL BORROW IW) 50.0 CU.YD. $19.50 S 975.00 559 S 10,900.50
<br /> 27 2105.607 PLANTING MEDIUM 206.0 CU.YD. 545.00 $ 9.360.00 208 5 9.360.00
<br /> 28 2112,501 SUBGRADE PREPARATION 27.0 ROAD STA 5275.00 S 7"425.00 42 S 11,550.00
<br /> 29 2211501 AGGREGATE BASE PLACED,CLASS 7(VM)PROVIDED BY CITY 1,810.0 TON $9.15 8 16,561.50 2.323 S 21,255 45
<br /> 30 2231.501 DRIVEWAY MIX AND PATCHING PW PARKING LOT 20.0 TON 5108.00 $ 2,180.00 S
<br /> 31 2232.501 MILL BITUMINOUS SURFACE(1.5) 581,0 SO YD 8600 S 4,648.00 581 5 4,648 00
<br /> 32 2331.603 SAWED/SEALED JOINT 1,420.0 UN.FT. 52-80 $ 3,97200 2809 S 7,865.20
<br /> 33 2357.502 BITUMINOUS MATERIAL FOR TACK COAT 1.148.0 GAL 5240 $ 2,755.20 1,53E 5 3,684.00
<br /> 34 2380.501 TYPE SP 12.5 WEARING COURSE MIXTURE SPWEB340C 2.640.0 TON $70,00 S 184,800.00 2,780A3 $ 193,230.10
<br /> 35 2380.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE SPIV 43330C 3.787.0 TON 560.00 $ 227,220.00 3,591.7E S 215.505.00
<br /> 36 2411.618 MODULAR BLOCK RETAINING WALL 107.0 SQ.FT. 540.00 S 4.28000 233 S 9,320.00
<br /> 37 2451.509 AGGREGATE BEDDING(LV) 10.0 CU.YD. 516.07 S 180.70 5
<br /> 38 2501.515 15"RC APRON AND TRASHGUARD 2.0 EACH $1,114,24 S 2,22E46 2 $ 2 228.48
<br /> 39 2501.515 18"RC APRON AND TRASHGUARD 2.0 EACH $1,187.81 5 2,335.82 2 S 2.335.62
<br /> 40 2501.515 30'RC APRON AND TRASHGUARD 1.0 EACH 51.874.92 $ 1,874.92 1 5 1,874.92
<br /> 41 2502.541 6"PERFORATED PE PIPE DRAIN 171.0 UN.FT. 515.00 $ 2,565,00 171 $ 2.555.00
<br /> 42 2502.6(12 6"PVC PIPE DRAIN CLEANOUT 2.0 EACH 5294.63 8 589.2E 2 $ 589.28
<br /> 43 2503,541 12'RC PIPE SEWER DESIGN 3008 CLASS V 13.0 UN.FT. $28.93 $ 376.09 90 S 2,603 70
<br /> 44 2503.541 15'RC PIPE SEWER DESIGN 300E CLASS V 200.0 UN.FT. $2893 $ 5,786.00 96 $ 2.835.14
<br /> 45 2503.541 11'RC PIPE SEWER DESIGN 3006 CLASS V 138.0 UN.FT. $30.63 $ 4,213.14 242 5 7,388.28
<br /> 46 2503.541 24'RC PIPE SEWER DESIGN 300E CLASS III 125.0 UN.FT. $38.43'$ 4,553 75 125 S 4,553 75
<br /> 47 2503.541 30'RC PIPE SEWER DESIGN 3006 CLASS III 36.0 UN.FT_ $54.64 $ 1,987.04 48 5 2,622.72
<br /> 48 _2503.601 SANITARY SEWER SPOT REPAIR AREA 1 1.0 LUMP SUM $2,303.47 S 2,303,47 1 S 2.30347
<br /> 49 2503.601 SANITARY SEWER SPAT REPAIR AREA 2 1.0 J LUMP SUM $S 089.08 S 5.059,06 1.89 S 9,618 32
<br /> 50 2503.601 SANITARY SEWER SPOT REPAIR AREA 3 1.0 J LUMP SUM $6,838.89 $ 2838,89 _ 1 S 8,838 89
<br /> Si 2503.602 CONNECT TO EXISTING STORM SEWER 11.0 EACH 5760.138 S 8,367.48 4 $ 3,042 72
<br /> 52 2503.602 CONNECT TO EXISTING DRAINAGE STRUCTURE 2.0 EACH $1,285.66 S 2,571.32 4 S 5.142.64
<br /> 53 2504.601 TEMPORARY WATER SERVICE 1.0 LUMP SUM $16,392.12 $ 16,382.12 S
<br /> 44 2504.602 CONNECT TOEXISTINGWATERMAIN 8.0 EACH 51,380.65 $ 10.885.20 4 S 5.442.60
<br /> 55 2504.802 ADJUST VALVE BOX 8.0 EACH 5310.70 S 2,48560 15 S 4,860.50
<br /> 56 2504.602 6"GATE VALVE AND BO)( 3.0 EACH $1.585.64 5 4,758.92' 5 5 7,928,20
<br /> 57 2504.802 4"GATE VALVE AND BOX 1.0 EACH $2,464.17 S 2.464.17 $
<br /> 58 2504.602 1 1I2'CORPORATION STOP IMTH SADDLE 1.0 EACH $626.76 $ 628.78 5 •
<br /> 59 2504.602 2"CORPORATION STOP WITH SADDLE 1 0 EACH 571762 5 717.82 2 S 1,435.64
<br /> 80 2504.802 HYDRANT WITH 8"GATE VALVE 8.0 EACH $4,831.92 S 32655.38_. 7 S 33,823 44
<br /> 61 2504.803 1.5'TYPE"K"COPPER PIPE 35,0 LIN.FT. $28.93 $ 1,012.5E S
<br /> 82 2504,603 2'TYPE'K'COPPER PIPE 35.0 MN.FT. $36.43 S 1,275.05 68 $ 2,47724
<br /> 63 2504.603 4"WATER SERVICE-DUCT IRON CL 52 35.0 UN.FT. 533.21 S 1.162.35 6 $ 199.26
<br /> 64 2504.603 8"WATER SERVICE-DUCT IRON CL 52 186.0 LIN.FT. $33.21 S 5,512.8E 100 S 3.32100
<br /> 85 2504,6133 8'WATERMAIN-DUCT IRON CL 52 710.0 LIN.FT. 533.21 S 23,579.10 785 S 26,069 85
<br /> 66 2504808 DUCTILE IRON FITTINGS 319.0 POUND $5.36 S 1,709.84 985 5 5,279 60
<br /> 67 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 21(3' 120 UN.FT. 524428 $ 2,931.38 10.1 S 2,46723
<br /> 88 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 484020 73.0 UN.FT. 5256.0E 5 16,892,3E 88 5 17,412 08
<br /> 89 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 6044020 7.0 UN.FT. 536427 $ 2,549.89 7 $ 2.549.89
<br /> 70 2506.516 CASTING ASSEMBLY(CATCH BASIN) 17,0 EACH 346069 $ 7,831.73 17 5 7 83173
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