|
TRANS -FLORIDA RAR.WAY TRAIL FROM FELLSMERE TO WEST OF 1-95
<br />PAY APP NO 21154
<br />tafl=U-10131PA24
<br />FM 441071.141"l
<br />SCHEDULED VALUE
<br />PREVIOUS APPLICATION
<br />THIS PERIOD
<br />TOTAL COMPLETED
<br />MATERIALS
<br />%
<br />BALANCE TO FINISH
<br />Ne
<br />UNIT
<br />4TY
<br />Unit Price
<br />Amount
<br />QUANTITY1
<br />Amount
<br />QUANTIFY
<br />Amount
<br />QUANTITY
<br />Amount
<br />STORED
<br />QUANTITY Amount
<br />LS
<br />1
<br />125,572.01
<br />125,572.01
<br />LW
<br />325,57101
<br />0.00
<br />LOO
<br />125572.01
<br />0.00
<br />100.00%
<br />0.00 0.00
<br />101-1
<br />MOBILIZATION
<br />LS
<br />1
<br />2,700.00
<br />2,700.00
<br />LOO
<br />2,700.00_;
<br />0.00
<br />1.00
<br />2,700.00
<br />0.00
<br />100.00%
<br />0.00 0.00
<br />102-1
<br />MAINTENANCE OF TRAFFIC
<br />ARTIFICALCOVERINGS/ERDSION CONTROL ABATEMENT
<br />SY
<br />8,150
<br />2.50
<br />20,375.00
<br />6,426.00
<br />16,06S.00
<br />_
<br />0.00
<br />6,426.00
<br />16,065.00
<br />0.00
<br />78.651A
<br />1,724.00 4,310.00
<br />104-1 IPRODLIM
<br />LF
<br />14,800
<br />6.75
<br />99,900.00
<br />33,163.00
<br />88,850.25
<br />0.00
<br />13,363.00
<br />88,850.25
<br />GAO
<br />68.94%
<br />1,637.00 11,049.75
<br />104.10-3
<br />SEDIMENT BARRIER
<br />EA
<br />2
<br />3,315.00
<br />6,630.00
<br />1.00
<br />3,315.00
<br />0.00
<br />1.00
<br />3,315.00
<br />0.00
<br />50.00%
<br />1.00 3,313.00
<br />104-1S
<br />SOIL TRACKING PREVENTION DEVICE
<br />AC
<br />S
<br />12,129.00
<br />54,58050
<br />450
<br />S4,S80.500.00
<br />4.50
<br />54,580.50
<br />0.00
<br />100.00%
<br />MOO 0.00
<br />110-1-1
<br />CLEARING 8, GRUBBING
<br />CY
<br />2,725
<br />29.00
<br />79,025.00
<br />2,123.81
<br />61,590.49!"c'..`'
<br />0.00
<br />2,123.81
<br />61,590.49
<br />0.00
<br />77.94%
<br />601.19 17,434.51
<br />120.1
<br />REGULAR EXCAVATION
<br />CY
<br />100
<br />20.50
<br />2,050.00
<br />75.00
<br />IS37.50
<br />0.00
<br />75.00
<br />1537.50
<br />0.00
<br />75.00%
<br />25.00 51250
<br />120.6
<br />EMBANKMENT
<br />SY
<br />13,100
<br />13.00
<br />170,300.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00%
<br />13,100.00 170,300.00
<br />160-4
<br />TYPE 8 STABILIZATION, 12' (LBR40)
<br />OPTIONAL BASE GROUP 416" CEMENTED COQUINA) (EBR 300)
<br />SY
<br />10,500
<br />14.25
<br />149,625.00
<br />17,643.37
<br />251,418 02
<br />0.00
<br />17,643.370
<br />251,418.02
<br />O.DO
<br />266.03%. j .
<br />7,313.37 -101,793.02
<br />28S-704
<br />(Prr WWJr+rmm 21,950.8,7-.0x:2,450977 rMl-223.92!)
<br />OPTIONAL BASE GROUP 6 (8" CEMENTED COQUINA) (LSR 100)
<br />SY
<br />202
<br />33.50
<br />6,767.00
<br />202.00
<br />6,767.00
<br />67.00
<br />202.00
<br />6,767.00
<br />0.00
<br />100.00%
<br />0.110 0.00
<br />285-706
<br />(FPL EASEMENT AREA)
<br />OPTIONAL BASE GROUP 11(12" CEMENTED COQUINA) (LSR
<br />SY
<br />143
<br />37,50
<br />S,362SO
<br />143.00
<br />SX2.50
<br />O.DO
<br />143.00
<br />5,362.50
<br />0.00
<br />100.00%
<br />0.00 0.00
<br />285-711
<br />100) (FPL EASEMENT AREA)
<br />TN
<br />790
<br />221.00
<br />174,590.00
<br />824.74
<br />182,26754
<br />0.00
<br />824.74
<br />182,267.54
<br />0.00
<br />:104401*:=.
<br />-34.74 -7,677.54
<br />334.1.12
<br />SUPERPAVE ASPHALT CONCRETE, TRAFFIC B (TYPE SP -9.5, I.S')
<br />SUPERPAVE ASPHALT CONCRETE TRAFFIC C(TYPE SP -9.5,1')
<br />TN
<br />24
<br />294,00
<br />71056.00
<br />24.00
<br />7,056.00
<br />0.00
<br />24.00
<br />7,056.00
<br />0.00
<br />100.00%
<br />0.00 D.00
<br />334-1-13A
<br />(FPL EASEMENT)
<br />SUPERPAVE ASPHALT CONCRETE TRAFFIC MPE SP -12.S, 1")
<br />TN
<br />3d
<br />294.00
<br />9,996.00
<br />38.06
<br />11,189 64
<br />0.00
<br />38.06
<br />11,189.64
<br />0.00
<br />' Y23.94%., ,.
<br />-4.06 -1,193.64
<br />334.3-13B
<br />(FPI EASEMENT)
<br />LF
<br />24
<br />141.00
<br />3,384.00
<br />24.00
<br />3,384.00
<br />0.00
<br />24.00
<br />3,184.00
<br />0.00
<br />300.00%
<br />0.00 0.00
<br />430-175-115
<br />PIPE CULVERT, OPTIONAL MATERIAL, ROUND. 15' S/CD (RCP)
<br />LF
<br />80
<br />17100
<br />13,760.00
<br />80.00
<br />13,760.00
<br />0.00
<br />80.00
<br />13,760.00
<br />0.00
<br />100.00%
<br />0.00 0.00
<br />430.175 -124
<br />PIPE CULVERT, OPTIONAL MATERIAL, ROUND 24' S/CD (RCP)
<br />PIPE CULVERT, OPTIONAL MATERIAL, ROUND I9"X30' S/CO
<br />LF
<br />40
<br />208.50
<br />8,340.00
<br />40.00
<br />8,340.00
<br />�^ li. :' �:
<br />0.00
<br />40.00
<br />8,340.00
<br />0.00
<br />100.00%
<br />0.00 0.00
<br />430-17S-224
<br />SY
<br />6,450
<br />4.00
<br />2S,SW.00
<br />7,936.45
<br />31,745.80
<br />0.00
<br />7,936AS
<br />31,745.80
<br />0.00
<br />126 091E
<br />-1,486.45 -5,945.80
<br />570.1-2
<br />PERFORMANCE TURF, 500 (MATCH EXISTING)
<br />AS
<br />2
<br />450.00
<br />900.00
<br />2.00
<br />900AG
<br />.� •-%::
<br />0.00
<br />2.00
<br />900.00
<br />DAD
<br />100.00%
<br />0.00 0.00
<br />71X7-1-11
<br />SCRUB JAY SIGNAGE (INSTALLATION ONLY)
<br />AS
<br />1
<br />725.00
<br />725.00
<br />LW
<br />72S.000.000.00100.00%0.00
<br />LW
<br />725.00
<br />0.00 0.00
<br />700.1.11A
<br />SINGLE POST SIGN, UP TO 12 SF
<br />EA
<br />4
<br />2,015.00
<br />8,060.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00%
<br />d.00 8,060.00
<br />519.78
<br />BOLLARDS (COLLAPM!
<br />D
<br />.ASAtI�.TSUII(!1YR16:AN7BE'�dI10bRAVEl1N6P11EPARATION{6Y
<br />:.s
<br />'�
<br />.-.r.LOO ��
<br />12;000.99
<br />.QAC
<br />�I00.00%
<br />`. 0.00,
<br />997,499.00
<br />0.00
<br />893.62700
<br />5500.25
<br />�.
<br />O.DO
<br />899,127.24
<br />0.00
<br />90.14%
<br />0.00 98,371.76
<br />SUBTOTAL:;
<br />_..
<br />»...,.._......_:..... 7777==
<br />
|