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QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT
<br />ITEM DESCRIPTION OF PAY ITEM UNIT
<br />CONTRACT THIS PERIOD TOTAL TO DATE
<br />57 EA 7
<br />$200.22 $1,401.54 0.00 $0.00 8.00 $1,601.76
<br />58 EA 7
<br />$1,857.47 $13,002.29 0.00 $0.00 8.00 $14,859.76
<br />59 SF 70
<br />$13.02 $911.40 0.00 $0.00 80.00 $1,041.60
<br />$15,315.23 $0.00 $17,503.12
<br />$632,909.27 $648.23 $583,417.14
<br />60 LS 1
<br />$23,707.13 $23,707.13 0.00 $0.00 1.00 $23,707.13
<br />61 LS 1
<br />$6,981.44 $6,981.44 0.00 $0.00 1.00 $6,981.44
<br />62 LF 1860
<br />$6.74 $12,536.40 0.00 $0.00 200.00 $1,348.00
<br />63 EA 28
<br />$121.70 $3,407.60 0.00 $0.00 28.00 $3,407.60
<br />64 HR 100
<br />$142.61 $14,261.00 0.00 $0.00 34.00 $4,848.74
<br />65 EA 1
<br />$375.96 $375.96 0.00 $0.00 1.00 $375.96
<br />66 EA 1
<br />$250.29 $250.29 0.00 $0.00 1.00 $250.29
<br />67 EA 57
<br />$117.16 $6,678.12 0.00 $0.00 57.00 $6,678.12
<br />68 EA 70
<br />$13.31 $931.70 0.00 $0.00 70.00 $931.70
<br />69 EA 1
<br />$79.88 $79.88 0.00 $0.00 1.00 $79.88
<br />70 EA 12
<br />$239.64 $2,875.68 0.00 $0.00 12.00 $2,875.68
<br />71 EA 1
<br />$612.40 $612.40 0.00 $0.00 1.00 $612.40
<br />72 SF 49
<br />$132.07 $6,471.43 25.75 $3,400.80 74.75 $9,872.23
<br />73 EA 32
<br />$111.83 $3,578.56 0.00 $0.00 30.00 $3,354.90
<br />74 CY 1440
<br />$51.18 $73,699.20 0.00 $0.00 926.50 $47,418.27
<br />75 SY 6700
<br />$9.00 $60,300.00 0.00 $0.00 0.00 $0.00
<br />76 SY 5700
<br />$13.31 $75,867.00 0.00 $0.00 3,730.00 $49,646.30
<br />$292,613.79 $3,400.80 $162,388.64
<br />77 EA 19
<br />$1,572.45 $29,876.55 0.00 $0.00 0.00 $0.00
<br />78 EA 25
<br />$1,026.44 $25,661.00 0.00 $0.00 25.00 $25,661.00
<br />79 EA 4
<br />$363.57 $1,454.28 0.00 $0.00 6.00 $2,181.42
<br />80 LF 51
<br />$7.63 $389.13 0.00 $0.00 62.00 $473.06
<br />81 LF 240
<br />$13.31 $3,194.40 0.00 $0.00 240.00 $3,194.40
<br />82 EA 3
<br />$338.97 $1,016.91 0.00 $0.00 3.00 $1,016.91
<br />83 EA 7
<br />$338.53 $2,369.71 0.00 $0.00 9.00 $3,046.77
<br />84 EA 1
<br />$572.13 $572.13 0.00 $0.00 1.00 $572.13
<br />85 EA 1
<br />$572.13 $572.13 0.00 $0.00 0.00 $0.00
<br />86 LF 50
<br />$32.66 $1,633.00 0.00 $0.00 50.00 $1,633.00
<br />87 EA 9
<br />$1,854.43 $16,689.87 0.00 $0.00 9.00 $16,689.87
<br />88 EA 1
<br />$815.72 $815.72 0.00 $0.00 1.00 $815.72
<br />89 EA 2
<br />$3,411.26 $6,822.52 0.00 $0.00 2.00 $6,822.52
<br />90 EA 5
<br />$4,439.86 $22,199.30 0.00 $0.00 4.00 $17,759.44
<br />91 EA 1
<br />$2,510.28 $2,510.28 0.00 $0.00 1.00 $2,510.28
<br />92 LF 51
<br />$111.69 $5,696.19 0.00 $0.00 77.00 $8,600.13
<br />93 LF 5
<br />$65.95 $329.75 0.00 $0.00 5.00 $329.75
<br />94 EA 2
<br />$1,596.01 $3,192.02 0.00 $0.00 0.00 $0.00
<br />95 SF 100
<br />$13.02 $1,302.00 0.00 $0.00 50.00 $651.00
<br />96 CY 2
<br />$119.91 $239.82 0.00 $0.00 30.00 $3,597.30
<br />97 LF 56
<br />$4.33 $242.48 56.00 $242.48 56.00 $242.48
<br />98 LF 800
<br />$2.18 $1,744.00 0.00 $0.00 790.00 $1,722.20
<br />99 LF 480
<br />$4.55 $2,184.00 0.00 $0.00 498.00 $2,265.90
<br />100 SF 20
<br />$141.20 $2,824.00 0.00 $0.00 20.00 $2,824.00
<br />101 SY 4840
<br />$4.40 $21,296.00 0.00 $0.00 458.00 $2,015.20
<br />102 SY 860
<br />$5.49 $4,721.40 0.00 $0.00 52.30 $287.13
<br />103 SY 60
<br />$9.23 $553.80 0.00 $0.00 34.00 $313.82
<br />104 SY 250
<br />$9.23 $2,307.50 0.00 $0.00 289.41 $2,671.25
<br />105 LF 230
<br />$12.04 $2,769.20 0.00 $0.00 199.00 $2,395.96
<br />106 SY 19600
<br />$1.03 $20,188.00 0.00 $0.00 23,910.00 $24,627.30
<br />107 CY 130
<br />$34.88 $4,534.40 0.00 $0.00 130.00 $4,534.40
<br />108 CY 480
<br />$14.58 $6,998.40 0.00 $0.00 2,018.00 $29,422.44
<br />109 EA 22
<br />$1,375.66 $30,264.52 0.00 $0.00 22.00 $30,264.52
<br />110 LF 2200
<br />$25.06 $55,132.00 0.00 $0.00 2,200.00 $55,132.00
<br />111 EA 22
<br />$421.28 $9,268.16 0.00 $0.00 22.00 $9,268.16
<br />112 CY 870
<br />$24.63 $21,428.10 0.00 $0.00 0.00 $0.00
<br />113 SY 25820
<br />$1.13 $29,176.60 0.00 $0.00 25,820.00 $29,176.60
<br />SUBGRADE CORRECTION (EV)
<br />SUBGRADE PREPARATION OF RECLAIMED SURFACE
<br />HAUL EXCESS RECLAIMED MATERIAL OFF SITE (LV)
<br />CORE DRILL 4" DRAIN TILE CONNECTION INTO CATCH BASIN
<br />4" PERFORATED PVC EDGE DRAIN W/ BACKFILL & WRAP
<br />DRAIN TILE CLEANOUT
<br />REMOVE AND DISPOSE OF BITUMINOUS PAVEMENT (TRAIL)
<br />REMOVE AND DISPOSE OF CONCRETE PAVEMENT (SIDEWALK)
<br />REMOVE AND DISPOSE OF CONCRETE PAVEMENT (DRIVEWAY)
<br />REMOVE AND DISPOSE OF CONCRETE CURB AND GUTTER
<br />RECLAIM EXISTING BITUMINOUS AND BASE MATERIAL
<br />REMOVE AND REPLACE HYDRANT NOZZLE WITH 5" STORZ NOZZLE
<br />CONCRETE HYDRANT SPLASH PAD
<br />STREET NAME BLADE
<br />TOPSOIL BORROW (LV)
<br />SEED MIXTURE 25‐131 AND EROSION CONTROL BLANKET
<br />SOD
<br />STREET NAME BLADES WITH POST
<br />TOTAL PART 4 ‐ THE FIELDS OF ST CROIX 2ND ADDITION GENERAL
<br />GRUBBING
<br />SALVAGE AND REINSTALL MAILBOX
<br />TEMPORARY MAILBOX
<br />REMOVE STREET NAME BLADES AND POST
<br />SALVAGE AND REINSTALL SIGN WITH NEW POST
<br />TRAFFIC CONTROL
<br />SILT FENCE, TYPE MACHINE SLICE
<br />CATCH BASIN INLET PROTECTION
<br />STREET SWEEPING (WITH PICKUP BROOM)
<br />CLEARING
<br />TOTAL PART 3 ‐ TANA RIDGE WATER
<br />PART 4 ‐ THE FIELDS OF ST CROIX 2ND ADDITION GENERAL
<br />MOBILIZATION
<br />PART 3 ‐ TANA RIDGE WATER
<br />REMOVE AND REPLACE HYDRANT FLAG
<br />REMOVE AND DISPOSE OF EXISTING STORM SEWER STRUCTURE
<br />REMOVE AND DISPOSE OF EXISTING STORM SEWER PIPE
<br />JET / CLEAN STORM PIPE
<br />PATCH DOGHOUSE/INVERT
<br />REMOVE SEDIMENT
<br />RIPRAP W/ FABRIC, CLASS III
<br />SAWCUT BITUMINOUS PAVEMENT
<br />SAWCUT CONCRETE PAVEMENT
<br />SALVAGE AND REINSTALL PAVERS
<br />REMOVE AND DISPOSE OF BITUMINOUS PAVEMENT (DRIVEWAY)
<br />SIGN PANELS TYPE C
<br />CONNECT TO EXISTING HDPE STORM SEWER PIPE
<br />10" HDPE STORM SEWER
<br />STORM SEWER TELEVISING
<br />TOTAL ‐ TANA RIDGE (PARTS 1, 2, & 3)
<br />PART 5 ‐ THE FIELDS OF ST CROIX 2ND ADDITION STREET AND STORM SEWER
<br />REMOVE AND REPLACE CASTING AND RINGS (R‐3015‐L)
<br />SALVAGE AND REINSTALL MANHOLE CASTING W/ NEW RINGS
<br />ROTATE TOP SLAB OF EXISTING STORM STRUCTURE
<br />SALVAGE AND REINSTALL FLARED END SECTION
<br />DITCH GRADING
<br />CONNECT EXISTING STORM PIPE TO NEW STRUCTURE
<br />2' X 3' CATCH BASIN PER DETAIL 404
<br />4' DIA CBMH WITH CASTING PER DETAIL 406
<br />27" DIA CB WITH CASTING PER DETAIL 402
<br />15" RCP STORM SEWER, CLASS 5
<br />15" RC FLARED END SECTION
<br />6" CONCRETE FLUME
<br />SALVAGE AND REINSTALL RECLAIM MATERIAL (CV)
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