PAY APPLIGAIION
<br />F- 1 IN r%L.
<br />SCHEDULED VALUE
<br />PREVIOUS APPLICATION
<br />THIS PERIOD
<br />TOTAL COMPLETED
<br />%
<br />MATERIALS
<br />BALANCE TO FINISH
<br />Kginh'jDai.APU�n- " itl
<br />--will Pd4,� CXJANTiTY�'+-.'1'rZAr6wM
<br />CAJANTITY'--'
<br />jI
<br />�OUANTITY
<br />MILK WALKING TRAIL
<br />I MOBILIZATION
<br />1
<br />LS
<br />15,0 .00
<br />15,000.00
<br />1
<br />15,000.0
<br />0.00
<br />1.00
<br />0:
<br />15,000.00
<br />100%
<br />0.00
<br />0.00
<br />0.00
<br />2 MAINTENANCE OF TRAFFIC
<br />1
<br />LS
<br />2,500.0D
<br />2,500.00
<br />1
<br />2,500.00
<br />0.00
<br />1.00
<br />2,500.00
<br />10D%
<br />0.00
<br />-0.00
<br />0.00
<br />3 EROSION & WATER POLLUTION CONTROL
<br />1
<br />LS
<br />5,400.00
<br />5,400.00
<br />1
<br />5,400.00
<br />0.00
<br />1.00
<br />5,400.00
<br />100%
<br />0.00
<br />0.00
<br />0.00
<br />4 RECORD DRAWINGIAS•gUrLT DRAWINGS (TO INCLUDE CONSTRUCTION STAKEOUT)
<br />I
<br />LS
<br />6,000.00
<br />6,000.00
<br />1
<br />6,000.00
<br />0.00
<br />'00
<br />6,000.00
<br />100%
<br />0.00
<br />0.00
<br />0.00
<br />5 CLEARING & GRUBBING (TO INCLUDE REMOVAL OF EXISTING SIDEWALK AS SHOWN ON
<br />I
<br />LS
<br />32.700.00
<br />32.700.00
<br />MANS)
<br />1
<br />32.700.001
<br />0.00
<br />1.00
<br />32,700.00
<br />100%
<br />0.00
<br />0.00
<br />0.00
<br />6 EARTHWORK (TO INCLUDE EXCAVATION, EMBANKMENT, AND GRADING)
<br />1
<br />LS
<br />17.650.00
<br />17.850.00
<br />1
<br />17.850.001
<br />0.00
<br />1.00
<br />17,850.00
<br />100%
<br />0.00
<br />0.00
<br />0.00
<br />7 TYPE B STABILIZATION - (6- SUBGRADE LBR 40)
<br />110
<br />SY
<br />15.00
<br />1.650.00
<br />110
<br />1,650.0
<br />0.00
<br />110.00
<br />I,6S0.00
<br />1 DO%
<br />0.00
<br />-
<br />0.00
<br />0.00
<br />8 ASPHALT MILLINGS (8- THICK COMPACTED) TWO LIFTS)
<br />3.250
<br />SY
<br />7.65
<br />4,882.50
<br />3,250
<br />24,862.5
<br />0.00
<br />3,250.00
<br />24,882,50
<br />100%
<br />0.00
<br />0.00
<br />0.00
<br />9 PIPE HANDRAJUGUIDERAJL (STEEL)
<br />52
<br />LF
<br />65.00
<br />3380.00
<br />0.00
<br />0.00
<br />0.00
<br />0%
<br />0.00
<br />52.00
<br />3380.00
<br />10 CONCRETE SIDEWALK (6-) (THICK)
<br />135
<br />SY
<br />36.35
<br />4,907.25
<br />135
<br />[ !2,562
<br />4,907.25
<br />0.00
<br />135.00
<br />4,907.25
<br />100%
<br />0.00
<br />0.00
<br />O.DO
<br />11 PERFORMANCE TURF - SOD (BAHIA) (INCLUDES: TOP SOIL, FERTILIZER. AND WATERING)
<br />1,127
<br />SY
<br />2.55
<br />2,873.85
<br />0.00
<br />2.562.47
<br />8,534.30
<br />227%
<br />0.00
<br />6,534.30
<br />(1435.47)
<br />(3660.45)
<br />12 PUBLIC CONSTRUCTION BOND
<br />1
<br />LS
<br />1,600.00
<br />1,600.00
<br />1
<br />1
<br />1,600.00
<br />0.00
<br />1.00
<br />I,600.00
<br />100
<br />0.00
<br />0.00
<br />1 0.00
<br />118.723.60
<br />119,004.05
<br />119,004.05
<br />(280.45)
<br />FORCE ACCOUNT
<br />10,000.00
<br />2.874.00
<br />2.895.00
<br />5.769.00
<br />4231.00
<br />MD 2 15" ADS
<br />40
<br />FT
<br />25.25
<br />1010.00
<br />40.00
<br />1010.00
<br />0.00
<br />40.00
<br />1010.00
<br />1.00
<br />0.00
<br />0.00
<br />0.00
<br />Earthwork
<br />72
<br />CY
<br />12.00
<br />864.00
<br />72.00
<br />864.00
<br />0.00
<br />72.00
<br />864.00
<br />1.00
<br />0.00
<br />0.00
<br />0.00
<br />Asphall
<br />5
<br />TN
<br />200.00
<br />1000.00
<br />5.00
<br />1000.00
<br />0.00
<br />5.00
<br />1000.00
<br />1.00
<br />0.00
<br />0.00
<br />0.00
<br />WC04 Fixed Bollards
<br />5 ---EA
<br />265.00
<br />1325.00
<br />0.00
<br />0.00
<br />5.00
<br />1325.00
<br />5.00
<br />1325.00
<br />1.00
<br />0.00
<br />0.00
<br />0.00
<br />Lockable Bollards
<br />2
<br />EA
<br />260.00
<br />520.00
<br />0.00
<br />0.00
<br />'2.00
<br />520.00
<br />2.00
<br />520.00
<br />1.00
<br />0.00
<br />0.00
<br />0.00
<br />Type D Curb - Short Load
<br />EMU" im1mv-
<br />30
<br />FT
<br />35.00
<br />1050.00
<br />0.00
<br />0.00
<br />30.00
<br />1050.00
<br />30.00
<br />1050.00
<br />1.00
<br />0.00
<br />0.00
<br />0.00
<br />Col 15" CMP
<br />20
<br />FT
<br />22.00
<br />440.00
<br />20.00
<br />440.00
<br />-
<br />000
<br />20.00
<br />440.00
<br />1.00
<br />0.00
<br />0.00
<br />0.00
<br />15" RCP
<br />18
<br />FT
<br />68.34
<br />1230.12
<br />18.00
<br />1230.12
<br />0.00 -
<br />18.00
<br />-
<br />1230.12
<br />1.00
<br />0.00
<br />0. 00
<br />0.00
<br />Type C Inlet
<br />I
<br />LS
<br />17DO.00
<br />17DO.00
<br />1.00
<br />1700.00
<br />0.00
<br />1.00
<br />1700.00
<br />1.00
<br />0.00
<br />0.00
<br />0.00
<br />15"ADS
<br />140
<br />FT
<br />25.25
<br />3535.GD
<br />140.00
<br />3535.00
<br />0.00
<br />140.00
<br />3535.00
<br />1.00
<br />0.00
<br />0.00
<br />0.00
<br />15" x 8' Tee
<br />1
<br />LS
<br />380.00
<br />380.00
<br />1.00
<br />380.00
<br />0.00
<br />1.00
<br />---
<br />380.00
<br />- -
<br />1.00
<br />O.Go
<br />0.00
<br />0.00
<br />ME
<br />4
<br />EA
<br />800.00
<br />3200.00
<br />4.00
<br />3200.00
<br />0.00
<br />4.00
<br />3200.00
<br />1.00
<br />0.00
<br />0.00
<br />0.00
<br />Earthwork
<br />220
<br />CY
<br />12.00
<br />2640.00
<br />220.00
<br />2640.00
<br />0.00
<br />220.00
<br />2640.00
<br />1.00
<br />0.00
<br />0.00
<br />0.00
<br />Relocate Berm ft Property Una
<br />I
<br />LS
<br />1100.00
<br />1100.00
<br />1.00
<br />1100.00
<br />0.00
<br />1.00
<br />1100.00
<br />1.00
<br />0.00
<br />0.00
<br />0.00
<br />Rebuild MillIngs #% 2 Locations
<br />I
<br />LS
<br />1 980.00
<br />980.00
<br />1.00
<br />980.00
<br />0.00
<br />1.00
<br />980.00
<br />1.00
<br />0.00
<br />0.00
<br />0.00
<br />CO2 Clear North End of Health Department
<br />1
<br />1
<br />LS
<br />2500.00
<br />2500.00
<br />1.00
<br />2500.00
<br />0.00
<br />1.00
<br />2500.00
<br />1.00
<br />0.00
<br />-
<br />0.00
<br />0.00
<br />Clem Perimeter
<br />I
<br />LS
<br />5600.00
<br />5600.00
<br />1.00
<br />5600.00
<br />0.00
<br />1.00
<br />5800.00
<br />1.00
<br />O.DO
<br />0.00
<br />0.00
<br />Drinking Fountain
<br />I
<br />LS
<br />2560.00
<br />2560.00
<br />1.00
<br />2560.00
<br />0.00
<br />1.00
<br />2560.00
<br />1.00
<br />0.00
<br />0.00
<br />0.00
<br />Stabilized Subbase -88 ag yda LZO $15.00
<br />as
<br />SY
<br />15.00
<br />1290.00
<br />86.00 -
<br />1290.00
<br />0.00
<br />86.00
<br />1290.00
<br />1.00
<br />0.00
<br />AGO
<br />0.00
<br />Sidewalk and Bench Pads - 83 ag yrds @ $36.35
<br />.3
<br />83
<br />SY
<br />36.35
<br />3017.05
<br />83.00
<br />3017.05
<br />0.00
<br />83.00
<br />3017.05
<br />I.DO
<br />0.00
<br />0.00
<br />0.00
<br />40 x 60 Parking Lot Stabilized Subbase - 232 sq yds
<br />2132
<br />232
<br />SY
<br />24.70
<br />5730.00
<br />232.00
<br />5730,00
<br />0.00
<br />232.00
<br />5730.00
<br />1.00
<br />0.00
<br />0.00
<br />0.00
<br />40 x 60 Parking Lot 6* Concrete - 266.66 sq yds
<br />266.68
<br />... 6.
<br />SY
<br />38.35
<br />9693.09
<br />266.66
<br />9693.09
<br />O.DO
<br />266.68
<br />9693.09
<br />1.00
<br />0.00
<br />12 Loads General Fill at Tragi & North End Trail
<br />11 2
<br />12
<br />SY
<br />120.00 1
<br />1440.00
<br />12.00
<br />1440.00
<br />0.00
<br />12.00
<br />1440.00
<br />1.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />2DII - S' PVC go Tree
<br />20
<br />20
<br />FT
<br />8.00
<br />160.00
<br />20.00
<br />160.00
<br />0.00
<br />20.00
<br />160.00 1
<br />1.00
<br />0.00
<br />-
<br />0.00
<br />0.00
<br />0.00
<br />5 Tons - #57 Stone
<br />5
<br />TN
<br />75.00
<br />375.00
<br />5.00 -
<br />375.00
<br />-
<br />0.00
<br />5.00
<br />375.00
<br />1.00
<br />-0 DO
<br />0.00
<br />0.00
<br />300 ag It Cloth at Tree
<br />3DO
<br />300 -
<br />_SF
<br />0.35
<br />105.00
<br />300.00
<br />105.00
<br />0.00
<br />300.00
<br />105.00
<br />1.00
<br />0.00
<br />0.00
<br />0.00
<br />Additional Earthwork - Center Strip Trail
<br />I
<br />LS
<br />1500.00
<br />1500.00
<br />1.00
<br />1500.00
<br />0.00
<br />1.00
<br />1500.00
<br />1.00
<br />0.00
<br />0.00
<br />0.00
<br />270.44 sq yda -Additional Millings
<br />270.44
<br />27144
<br />SY
<br />7.85 -
<br />2068.86
<br />270.44
<br />2068.86
<br />0.00
<br />270.44
<br />2068.86
<br />1.00
<br />0.00
<br />0.00
<br />0.00
<br />3933 ag yds - Stabilized Subbase 00 $4.00
<br />3933
<br />SY
<br />4.00
<br />15732.00
<br />3933.00
<br />15732.00
<br />0.00
<br />3933.00
<br />15732.00
<br />1.00
<br />0.00
<br />0.00
<br />0.00
<br />53.34 ag yda - 6' Concrete 00 336.35 sq yde
<br />53.34
<br />SY
<br />36.36
<br />1938.91
<br />53.34
<br />1938.91
<br />0.00
<br />53.34
<br />1938.91
<br />1.00
<br />0.00
<br />0.00
<br />0.00
<br />Sod - 3261 sq yda L% $2.55 ag yda
<br />3281
<br />SY
<br />2.55
<br />8315.55
<br />3261.00
<br />8315.55
<br />0.00
<br />3261.00
<br />8315.55
<br />1.00
<br />0.00 1
<br />0.00
<br />0.00
<br />12 Loads Removed - Hauled to Landfill
<br />1
<br />LS
<br />1 2171.49---
<br />2171.49
<br />1.00
<br />2171.49
<br />0.00
<br />1.00
<br />2171.49
<br />1.00
<br />0.00
<br />0.00
<br />0.00
<br />12 Loads Hauled Loads Trucking - 15 hours
<br />1
<br />LS
<br />1350.00
<br />1350.00
<br />1.00
<br />1350.00
<br />0.00
<br />1.00
<br />1350.00
<br />1.00
<br />0.00
<br />0.00
<br />0.00
<br />12 Loads Garbage d% 375
<br />1
<br />LS
<br />780.00
<br />780.00
<br />1.00
<br />780.00
<br />0.00
<br />1.00
<br />780.00
<br />1.00
<br />0.00
<br />0.00
<br />0.00
<br />32 Hours Labor- Hand Pick Garbe a
<br />I
<br />LS
<br />1120.00
<br />1120.00
<br />1.00
<br />1120.00
<br />0.00-
<br />1.00
<br />1120.00
<br />1.00
<br />0.00
<br />0.00
<br />0.00
<br />CO 3 Import Fill
<br />3970
<br />CY
<br />10.00
<br />39700000
<br />3970.00
<br />39700.00
<br />0.00
<br />3970.00
<br />39700.00
<br />1.00
<br />0.00
<br />0.00
<br />0.00
<br />Grade Imported Fill
<br />20070
<br />SY
<br />0.80
<br />18058.00
<br />20070.00
<br />16056.00
<br />0.00
<br />20070.00-
<br />-- 16056400
<br />1.00
<br />0.00
<br />0.00
<br />0.00
<br />Sod
<br />20070
<br />SY
<br />2.55
<br />51178.50
<br />19320.00
<br />49266.00
<br />0.00
<br />19320.00
<br />49266.00
<br />0.96
<br />0.00
<br />750.00
<br />1912.50 1
<br />187074.07
<br />0.DO
<br />187674.07
<br />0.00
<br />(187674.07)
<br />MILKWALKING TRAIL
<br />TOTAL
<br />318,310.171
<br />TOTAL
<br />309,552.12
<br />TOTAL
<br />2,895.001
<br />TOTAL
<br />312,447.12
<br />0.1001
<br />TOTAL
<br />(183723.52)
<br />AMOUNT COMPLETED TO DATE
<br />I S312,447.12
<br />...a.
<br />MATERIALS STORED TO DATEf-
<br />L.-JU
<br />
|