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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 $10.00 $2,200.00 214.00 $2,140.00 214.00 $2,140.00
<br />115 SY 5 $10.00 $50.00 5.00 $50.00 5.00 $50.00
<br />116 LF 4920
<br />$5.00 $24,600.00 6,631.00 $33,155.00 6,745.00 $33,725.00
<br />117 SY 19510 $3.42 $66,724.20 19,510.00 $66,724.20 19,510.00 $66,724.20
<br />118 CY 1630 $20.00 $32,600.00 1,630.00 $32,600.00 1,630.00 $32,600.00
<br />119 EA 15 $300.00 $4,500.00 0.00 $0.00 15.00 $4,500.00
<br />120 LF 2000 $37.53 $75,060.00 0.00 $0.00 2,000.00 $75,060.00
<br />121 EA 26 $342.65 $8,908.90 0.00 $0.00 26.00 $8,908.90
<br />122 CY 120 $24.84 $2,980.80 120.00 $2,980.80 120.00 $2,980.80
<br />123 CY 660 $34.84 $22,994.40 0.00 $0.00 16.30 $567.89
<br />124 SY 19510 $2.00 $39,020.00 11,000.00 $22,000.00 11,000.00 $22,000.00
<br />125 LS 1 $13,000.00 $13,000.00 1.00 $13,000.00 1.00 $13,000.00
<br />126 TN 1940 $93.45 $181,293.00 0.00 $0.00 0.00 $0.00
<br />127 TN 2590 $89.25 $231,157.50 0.00 $0.00 0.00 $0.00
<br />128 GAL 1510 $2.10 $3,171.00 0.00 $0.00 0.00 $0.00
<br />129 SY 250 $51.50 $12,875.00 0.00 $0.00 0.00 $0.00
<br />130 LF 2720 $28.51 $77,547.20 2,240.00 $63,862.40 2,240.00 $63,862.40
<br />131 LF 2000 $15.49 $30,980.00 3,575.00 $55,376.75 3,575.00 $55,376.75
<br />132 LF 30 $26.88 $806.40 741.00 $19,918.08 741.00 $19,918.08
<br />133 LF 260 $18.27 $4,750.20 260.00 $4,750.20 260.00 $4,750.20
<br />134 SY 210 $115.76 $24,309.60 214.00 $24,772.64 214.00 $24,772.64
<br />135 SY 200 $146.80 $29,360.00 15.00 $2,202.00 15.00 $2,202.00
<br />136 SF 60 $18.33 $1,099.80 0.00 $0.00 0.00 $0.00
<br />137 SF 16 $54.50 $872.00 0.00 $0.00 0.00 $0.00
<br />138 EA 9 $750.01 $6,750.09 0.00 $0.00 0.00 $0.00
<br />$1,197,042.32 $383,723.35 $620,246.40
<br />139 EA 3 $1,366.24 $4,098.72 2.00 $2,732.48 3.00 $4,098.72
<br />140 EA 2 $772.50 $1,545.00 0.00 $0.00 0.00 $0.00
<br />141 EA 3 $500.00 $1,500.00 0.00 $0.00 3.00 $1,500.00
<br />142 EA 1 $138.15 $138.15 0.00 $0.00 0.00 $0.00
<br />143 EA 16 $660.93 $10,574.88 0.00 $0.00 0.00 $0.00
<br />144 SF 220 $15.75 $3,465.00 0.00 $0.00 0.00 $0.00
<br />$21,321.75 $2,732.48 $5,598.72
<br />$1,358,870.32 $407,229.08 $690,728.62
<br />$90,730.70 $16,309.63 $30,971.38
<br />$222,776.10 $18,342.84 $18,342.84
<br />$292,935.19 $252,393.02 $252,393.02
<br />$140,506.25 $20,773.25 $64,883.50
<br />$1,197,042.32 $383,723.35 $620,246.40
<br />$21,321.75 $2,732.48 $5,598.72
<br />TOTALS - BASE CONTRACT $1,965,312.31 $694,274.57 $992,435.86
<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 1 $2,123.68 1 $2,123.68
<br />CO1-3 EA 1 $5,481.65 $5,481.65 1 $5,481.65 1 $5,481.65
<br />$9,605.33 $7,605.33 $8,605.33
<br />TOTALS - REVISED CONTRACT $1,974,917.64 $701,879.90 $1,001,041.19
<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
<br />CORE DRILL 4" DRAIN TILE CONNECTION INTO EXISTING CATCH BASIN
<br />SUBTOTAL - CHANGE ORDER NO. 1
<br />SALVAGE AND REINSTALL CATCHBASIN CASTING WITH ADAPTER PLATE AND NEW RING
<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 />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
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