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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 />114 SY 220
<br />$10.00 $2,200.00 0.00 $0.00 214.00 $2,140.00
<br />115 SY 5
<br />$10.00 $50.00 0.00 $0.00 5.00 $50.00
<br />116 LF 4920
<br />$5.00 $24,600.00 0.00 $0.00 6,745.00 $33,725.00
<br />117 SY 19510
<br />$3.42 $66,724.20 0.00 $0.00 19,510.00 $66,724.20
<br />118 CY 1630
<br />$20.00 $32,600.00 0.00 $0.00 1,630.00 $32,600.00
<br />119 EA 15
<br />$300.00 $4,500.00 0.00 $0.00 15.00 $4,500.00
<br />120 LF 2000
<br />$37.53 $75,060.00 3.00 $112.59 2,003.00 $75,172.59
<br />121 EA 26
<br />$342.65 $8,908.90 0.00 $0.00 26.00 $8,908.90
<br />122 CY 120
<br />$24.84 $2,980.80 0.00 $0.00 120.00 $2,980.80
<br />123 CY 660
<br />$34.84 $22,994.40 0.00 $0.00 16.30 $567.89
<br />124 SY 19510
<br />$2.00 $39,020.00 8,510.00 $17,020.00 19,510.00 $39,020.00
<br />125 LS 1
<br />$13,000.00 $13,000.00 0.00 $0.00 1.00 $13,000.00
<br />126 TN 1940
<br />$93.45 $181,293.00 0.00 $0.00 0.00 $0.00
<br />127 TN 2590
<br />$89.25 $231,157.50 2,191.22 $195,566.39 2,191.22 $195,566.39
<br />128 GAL 1510
<br />$2.10 $3,171.00 150.00 $315.00 150.00 $315.00
<br />129 SY 250
<br />$51.50 $12,875.00 297.60 $15,326.40 297.60 $15,326.40
<br />130 LF 2720
<br />$28.51 $77,547.20 0.00 $0.00 2,240.00 $63,862.40
<br />131 LF 2000
<br />$15.49 $30,980.00 0.00 $0.00 3,575.00 $55,376.75
<br />132 LF 30
<br />$26.88 $806.40 0.00 $0.00 741.00 $19,918.08
<br />133 LF 260
<br />$18.27 $4,750.20 0.00 $0.00 260.00 $4,750.20
<br />134 SY 210
<br />$115.76 $24,309.60 0.00 $0.00 214.00 $24,772.64
<br />135 SY 200
<br />$146.80 $29,360.00 200.00 $29,360.00 215.00 $31,562.00
<br />136 SF 60
<br />$18.33 $1,099.80 96.00 $1,759.68 96.00 $1,759.68
<br />137 SF 16
<br />$54.50 $872.00 16.00 $872.00 16.00 $872.00
<br />138 EA 9
<br />$750.01 $6,750.09 0.00 $0.00 0.00 $0.00
<br />$1,197,042.32 $323,519.71 $943,766.11
<br />139 EA 3
<br />$1,366.24 $4,098.72 1.00 $1,366.24 4.00 $5,464.96
<br />140 EA 2
<br />$772.50 $1,545.00 10.00 $7,725.00 10.00 $7,725.00
<br />141 EA 3
<br />$500.00 $1,500.00 0.00 $0.00 3.00 $1,500.00
<br />142 EA 1
<br />$138.15 $138.15 0.00 $0.00 0.00 $0.00
<br />143 EA 16
<br />$660.93 $10,574.88 16.00 $10,574.88 16.00 $10,574.88
<br />144 SF 220
<br />$15.75 $3,465.00 0.00 $0.00 0.00 $0.00
<br />$21,321.75 $19,666.12 $25,264.84
<br />$1,358,870.32 $372,010.53 $1,062,739.15
<br />$90,730.70 $3,479.45 $34,450.82
<br />$222,776.10 $52,940.19 $71,283.03
<br />$292,935.19 $42,729.46 $295,122.48
<br />$140,506.25 $28,824.70 $93,708.20
<br />$1,197,042.32 $323,519.71 $943,766.11
<br />$21,321.75 $19,666.12 $25,264.84
<br />TOTALS - BASE CONTRACT $1,965,312.31 $471,159.62 $1,463,595.48
<br />CO1-1 LF 20 $100.00 $2,000.00 0 $0.00 10 $1,000.00
<br />CO1-2 EA 1 $2,123.68 $2,123.68 0 $0.00 1 $2,123.68
<br />CO1-3 EA 1 $5,481.65 $5,481.65 0 $0.00 1 $5,481.65
<br />$9,605.33 $0.00 $8,605.33
<br />CO1-1 LS 1 $150.00 $150.00 1 $150.00 1 $150.00
<br />CO1-2 LS 1 $10,334.25 $10,334.25 1 $10,334.25 1 $10,334.25
<br />CO1-3 TN 205.60
<br />$49.92 $10,263.55 205.60 $10,263.55 205.60 $10,263.55
<br />$20,747.80 $20,747.80 $20,747.80
<br />TOTALS - REVISED CONTRACT $1,995,665.44 $491,907.42 $1,492,948.61
<br />CHANGE ORDER NO. 2
<br />REPAIR SK-4 ACCESS ROUTE SPRINKLER SYSTEM
<br />CUT IN 16"x12" DIP TEE
<br />PIPE FOUNDATION ROCK
<br />SUBTOTAL - CHANGE ORDER NO. 2
<br />REMOVE AND REPLACE TOP SLAB WITH SALVAGED CASTING
<br />TOTAL PART 3 - JAMACA COURT WATER SYSTEM
<br />TOTAL PART 4 - CARRIAGE STATION GENERAL
<br />TOTAL PART 5 - CARRIAGE STATION STREET AND STORM SEWER
<br />TOTAL PART 5 - CARRIAGE STATION STREET AND STORM SEWER
<br />TOTAL PART 1 - JAMACA COURT GENERAL
<br />TOTAL PART 2 - JAMACA COURT STREET & STORM SEWER
<br />6" CONCRETE DRIVEWAY PAVEMENT
<br />4" PERFORATED PVC EDGE DRAIN W/ BACKFILL & WRAP
<br />DRAIN TILE CLEANOUT
<br />EXCAVATION - COMMON (PARKING BAYS) (EV)
<br />SUBGRADE CORRECTION (EV)
<br />TOTAL PART 6 - CARRIAGE STATION WATER SYSTEM
<br />PATCH BITUMINOUS DRIVEWAY
<br />D412 CONCRETE CURB AND GUTTER (HAND POURED)
<br />D412 CONCRETE CURB AND GUTTER (MACHINE POURED)
<br />B612 CONCRETE CURB AND GUTTER (HAND POURED)
<br />B612 CONCRETE CURB AND GUTTER (MACHINE POURED)
<br />8" CONCRETE PARKING PAVEMENT
<br />6" CONCRETE PEDESTRIAN CURB RAMP
<br />TRUNCATED DOME PANELS
<br />ADJUST EXISTING VALVE BOX
<br />PART 6 - CARRIAGE STATION WATER SYSTEM
<br />REMOVE AND REPLACE VALVE BOX
<br />REMOVE AND REPLACE HYDRANT NOZZLE WITH 5" STORZ NOZZLE
<br />CONCRETE HYDRANT SPLASH PAD
<br />REMOVE AND REPLACE VALVE BOX TOP SECTION
<br />STRAIGHTEN VALVE BOX TOP SECTION
<br />TOTAL - CARRIAGE STATION (PARTS 4, 5, & 6)
<br />REMOVE AND REPLACE HYDRANT FLAG
<br />SUBTOTAL - CHANGE ORDER NO. 1
<br />SALVAGE AND REINSTALL CATCHBASIN CASTING WITH ADAPTER PLATE AND NEW RING
<br />CORE DRILL 4" DRAIN TILE CONNECTION INTO EXISTING CATCH BASIN
<br />CHANGE ORDER NO. 1
<br />18" RCP STORM SEWER, CLASS V
<br />REMOVE AND DISPOSE OF CONCRETE PAVEMENT (DRIVEWAY)
<br />REMOVE AND DISPOSE OF CONCRETE PEDESTRIAN RAMP
<br />REMOVE AND DISPOSE OF CONCRETE CURB AND GUTTER
<br />RECLAIM EXISTING BITUMINOUS AND BASE MATERIAL
<br />HAUL EXCESS RECLAIMED MATERIAL OFF SITE (EV)
<br />SUBGRADE PREPARATION OF RECLAIMED SURFACE
<br />SALVAGE, STOCKPILE, AND RESPREAD RECLAIMED MATERIAL (UTILITY TRENCHES)
<br />TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,C) [SPWEA230C]
<br />TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,C) [SPNWB230C]
<br />BITUMINOUS MATERIAL FOR TACK COAT
<br />TOTAL PART 6 - CARRIAGE STATION WATER SYSTEM
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