|
MIR. -
<br />Old Dixie Highway from 71st Street to CR51O
<br />SCHEDULED
<br />VALUE I
<br />PREVIOUS APPLICATION
<br />THIS PERIOD
<br />TOTAL COMPLETED
<br />% MATERIALS
<br />BALANCE TO FINISH
<br />I .UN .-dfflg
<br />,NWN1
<br />MUn .hW
<br />un .." ,,
<br />�
<br />� QuOY, a .. +
<br />' A07au. .M..
<br />t J) Yl.
<br />M r;Z .7S'{IS..
<br />.. .. � _ fl
<br />, �`�' _ t..o_ .MO,
<br />n B",
<br />101-1 MOBILIZATION
<br />IS
<br />1
<br />$ 259,360.64
<br />259,360.64
<br />1.00
<br />259,360.66
<br />0100
<br />L00
<br />259,M.
<br />0.00%
<br />0.00
<br />0.00
<br />0.00
<br />102-1 MAINTENANCE OF TRAFFIC
<br />LS
<br />1
<br />25 78.00
<br />25,978.
<br />1.00
<br />25978.00
<br />OAD
<br />L00
<br />25,978.0
<br />100.00%
<br />0.00
<br />0.00
<br />0.00
<br />•1132-99 CHANGEABLE VARIABLE MESSAGE SIGN
<br />PO
<br />360
<br />$ 18.00
<br />6480.00
<br />454.00
<br />8172.00
<br />CIAO
<br />454.00
<br />8,17200
<br />126.11%
<br />0.00
<br />-94.00
<br />-1691
<br />°104.1 EROSIONANDWATER POLLUTION CONTROL
<br />IS
<br />1
<br />$ 26,000.00
<br />26000.00
<br />1011
<br />26000.00
<br />044
<br />L00
<br />26 0.00
<br />100.00%
<br />0.00
<br />0.00
<br />0.00
<br />l04-l"6601A•,.....�: LER BBim
<br />4
<br />19-609
<br />am
<br />.
<br />BAD
<br />BAB
<br />BAO
<br />BAB
<br />B,BB96
<br />GAB
<br />O,OB
<br />.,n4 I8 K4kETMHTE6NO0J- BEkEi6
<br />64
<br />36
<br />BAB
<br />BAB
<br />489
<br />0.89
<br />9.0
<br />BA8
<br />BAD%
<br />BAB
<br />36.0
<br />0.00
<br />IID -1-1 CLEARING AND GRUBBING
<br />AC
<br />7
<br />$ 414200
<br />28,994.00
<br />7.00
<br />28,994.00
<br />O.CO
<br />7.00
<br />28,994.00
<br />100.00%
<br />0.00
<br />0.00
<br />0.00
<br />110-7-1 MAILBOY, RELOCATION
<br />EA
<br />6
<br />$ 100.00
<br />600.00
<br />6.00
<br />600.00
<br />0.00
<br />6.00
<br />600.00
<br />100.00%
<br />0.00
<br />0.00
<br />D.00
<br />12D-1 EXCAVATION EMBANKMENT
<br />SY
<br />10000
<br />S 4.25
<br />42,500.00
<br />10000.00
<br />42 OO.DD
<br />0.00
<br />10,000-00
<br />42,500.00
<br />100.00%
<br />0.00
<br />0.00
<br />0.00
<br />BORROW EXCAVATION (MILUNGS) (RECLAIMED ASPHALT
<br />120.2A PAVEMENT BASE (RAP) -MIXED IN ROADWAY BAS
<br />CY
<br />6,D00
<br />$ 15.00
<br />901000.00
<br />5,958.00
<br />89,370.00
<br />0.00
<br />5,958.00
<br />89 70.00
<br />9930%
<br />0.00
<br />.
<br />630.00
<br />160.4.1 TYPE -8"STABILIZATION 12' SUBGRADE LBR 40 SHOULDER
<br />SY
<br />9000
<br />4.60
<br />41,400.00
<br />8,100.00
<br />37,260.00
<br />0.00
<br />8,100.00
<br />37,260.
<br />90.00%
<br />0.00
<br />900.00
<br />4140.00
<br />2857 OPTIONAL BASE COURSE FULL DEPTH RECLAMATION
<br />SY
<br />38,842
<br />$ 5.16
<br />200,424.72
<br />38A93.00
<br />198623.88
<br />0.00
<br />38A93.00
<br />198,623.88
<br />99.10%
<br />0.00
<br />349.00
<br />1ADO.84
<br />286.1 TURNOUT CONSTRUCTION(ASPHALT)
<br />SY
<br />500
<br />$ 27.00
<br />13,500.00
<br />319.08
<br />81615.15
<br />0.00
<br />319.08
<br />8,615.16
<br />63.82%
<br />0.00
<br />IBM92
<br />4884.84
<br />226-2 TURNOUT CONSTRUCTION(CONCRETE)
<br />SY
<br />600
<br />$ 36.00
<br />21,600.00
<br />50.00
<br />1 0.00
<br />0.00
<br />50.00
<br />1,800.00
<br />833%
<br />0.00
<br />550.00
<br />19 SOO.00
<br />ASPHALT EMULSION TYPE CSS-1h-OUANTTTY BASED ON 275
<br />300.1 GAL/SY
<br />GA
<br />106,815
<br />240
<br />256,M6.00
<br />58 649.00
<br />140,757.60
<br />0.00
<br />58 649.00
<br />140 75260
<br />54.91%
<br />0.00
<br />48,16800
<br />11S,598.
<br />327-704 MILLING EXISTING ASPHALT PAVEMENT I-11rAVG. DEPTH
<br />SY
<br />1,658
<br />$ 290
<br />4,808.20
<br />:4658.00
<br />4,80820
<br />0.00
<br />L658.00
<br />4808.20
<br />100.00%
<br />0.00
<br />0.00
<br />0.00
<br />SUPERPAVE ASPHALT CONCRETE, TRAFFIC C (S.P.125,1-1/2'
<br />3341-13 THICK)
<br />SY 1
<br />36,516
<br />$ 691
<br />ZW2.5.56
<br />35961.013
<br />24849051
<br />0.00
<br />3596L00
<br />24849051
<br />98.48%
<br />0.00
<br />555.00
<br />3,835.05
<br />SUPERPAVE ASPHALT CONCRETE TRAFFIC C (S.P. 93,1-1/2'
<br />334-1-M THICK)
<br />SY
<br />38,155
<br />1 $ 7.85
<br />299,51675
<br />36659.79
<br />287779.35
<br />0.00
<br />36659.79
<br />297,779.351
<br />96.08%
<br />0.00
<br />3.495al
<br />IL737A0
<br />MISCELLANEOUS ASPHALT PAVEMENT (3° THICK UNDER
<br />339.1 GUARDRAI
<br />TN
<br />50
<br />$ 225.00
<br />11X0.00
<br />13.00
<br />2,925
<br />0.00
<br />13.00
<br />2,925,001
<br />26.00%
<br />0.00
<br />37,00
<br />8325.00
<br />CONCRETE CLASS 11(8714' BOX CULVERT) (PRECAST)
<br />400.2.1 (INCLUDES REINFORCING
<br />LF
<br />72
<br />$ 690.00
<br />49,680.0
<br />72.00
<br />49,660.00
<br />0.00
<br />7200
<br />49 680.00
<br />100.00%
<br />0.00
<br />0.00
<br />0.00
<br />CONCRETE, CLASS It (6'X3' BOX CULVERT) (PRECAST)
<br />400.2-1A INCLUDES REINFORCING STEEL)
<br />LF
<br />72
<br />$ 669.00
<br />48,16800
<br />72.00
<br />48,168.00
<br />0.00
<br />72.00
<br />48,16800
<br />1D0.00%
<br />0.00
<br />0.00
<br />0.00
<br />CULVERT) (F.D.O.T. INDEXB289) (INCLUDES REINFORCING
<br />400-2-2 STEEL)
<br />EA
<br />2
<br />$ 37 17200
<br />64,344.
<br />LOD
<br />64,344.OD
<br />0.00
<br />200
<br />64 .00
<br />100.00%
<br />0.00
<br />0.00
<br />0.00
<br />CULVERT) (F.D.O.T. INDEX 11289) (INCLUDES REINFORCING
<br />404-2A STEEL)
<br />EA
<br />2
<br />IS 3L606.D0
<br />63,2=00
<br />2.00
<br />63,7M.
<br />0.00
<br />200
<br />63,212.00
<br />160.00%
<br />0.00
<br />0.00
<br />0.00
<br />4251-521 INLETS, DT BOT TYPE C.<10'
<br />EA
<br />20
<br />$ 1,522.00
<br />30,440.00
<br />20.00
<br />30440.00
<br />0.00
<br />20.00
<br />30,440.00
<br />IDD.00%
<br />0.00
<br />0.00
<br />0.00
<br />475-1351 INLETS, OT BOT TYPE E, 410'
<br />EA
<br />8
<br />21100.00
<br />16800.00
<br />8.00
<br />16800.00
<br />0.00
<br />8.00
<br />16,800.00
<br />1110.00%
<br />O.DO
<br />0.00
<br />0.00
<br />430-174-112 PIPE CULVERT, ROUND, 12"SO CAP
<br />LF
<br />222
<br />$ 22.00
<br />4,884.00
<br />219.00
<br />4818.00
<br />OLD
<br />219.00
<br />4,818.00
<br />9865%
<br />0.00
<br />3.00
<br />66.00
<br />430-174-115 PIPE CULVERT, ROUND, LS" SD CAP)
<br />LF
<br />814
<br />$ 26.00
<br />21164.00
<br />ffi4.W
<br />21164.00
<br />0.0
<br />814.00
<br />21,164.00
<br />100.00%
<br />0.00
<br />0.00
<br />0.00
<br />430 -174 -MA PIPE CULVERT ROUND 15- SO (RCP)
<br />lF
<br />222
<br />4L57
<br />9,228.54
<br />224.00
<br />9311.68
<br />0.00 -
<br />224.00
<br />9 SL68
<br />100.90%
<br />0.00
<br />-2.00
<br />-83.14
<br />00 _-_-_____._-_..__.__________.-- ____.___...-__. .._______ ------
<br />4
<br />_ _ _
<br />
|