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CHANGE ORDER NO. 1 - FINAL
<br />DESCRIPTION OF ITEMIZED CHANGES
<br />PROJECT NAME: IST STREET SW & 43RD AVENUE INTERSECTION IMPROVEMENTS
<br />PROJECT NO.: IRC -1232 SID NO. 2016002
<br />Rem No: ''
<br />Oa6C11P6o0 -• - -• - -. - - - --
<br />Unit
<br />:pueiiKi.:
<br />-!`UDR Pdce '
<br />. Pdeelncrouee.
<br />Pdee Decrease
<br />104-10.3
<br />SEDIMENT BARRIER
<br />LF
<br />223
<br />1.10
<br />246,30
<br />120-8
<br />EMBANKMENT
<br />CY
<br />2,658
<br />15,00
<br />39.870.00
<br />430-174-118
<br />PIPE CULVERT. ROUND, 18" SD (CAP)
<br />LF
<br />20
<br />48.40
<br />988,00
<br />430-984825
<br />MITERED END SECTION. ELUPIARCH. 18" SD (1411231
<br />EA
<br />2.00
<br />600.00
<br />1.200.00
<br />WCD 1
<br />INSTALL TYPE C INLET
<br />LS
<br />1.00
<br />2,896,40
<br />2.898,40
<br />WCD 2
<br />EXTEND 4" SANITARY FORCEMAIN
<br />1.8
<br />1.00
<br />7.007.00
<br />7,007.00
<br />WCD 3
<br />RE -ALIGN THE 48" X 76" RCP ALONG IRFWCD 43RD
<br />LS
<br />1.00
<br />15.407.20
<br />15.407.20.
<br />WCD 4
<br />RELOCATE SOUTHEAST SIGNAL POLE
<br />LS
<br />1.00
<br />7.168.87
<br />7.166.87
<br />WCD 5
<br />RESET AND DEFLECT 2 LENGTHS OF 48' X 78"
<br />LS
<br />1.00
<br />5.84980
<br />5,649.60
<br />WCD 6
<br />REMOVE 58 LINEAR FEET 24" RCP
<br />LS
<br />1.00
<br />8482.40
<br />5,462.40
<br />WCD 7
<br />DRIVEWAY REVISIONS/SIGNAL/MOT/CURB REPT.
<br />LS
<br />1.00
<br />12,652.40
<br />12,552.40
<br />WCD 8
<br />MH TOP REPLCMENTICONC DRIVEWAY SLAB
<br />LS
<br />1.00
<br />5.728.00
<br />5.728.00
<br />1604
<br />TYPES* STABILIZATION (12" SUEGRADE LBR 40)
<br />SY
<br />1.068
<br />1.75
<br />1.869.00
<br />285-708
<br />OPTIONAL BASE, BASE GROUP 08, 8' CEMENTED COQUINA
<br />SHELL BASE, LBR 100.2 LIFTS
<br />SY
<br />1,088
<br />10.20
<br />10,893.60
<br />3341-13
<br />SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C (8.P. 125, 1-
<br />3/4'THICK)
<br />SY
<br />1017,00
<br />9.85
<br />10,017.45
<br />334-1-13A
<br />SUPERPAVE ASPHALTIC CONCRETE. TRAFFIC C (S,P. 9.5, 1-
<br />114"THICIO
<br />SY
<br />2.275.00
<br />9,70
<br />19,792.50
<br />334-1.138
<br />SUPERPAVE ASPHALTIC CONCRETE, OVERBUILD (S.P. 12.5,
<br />THICKNESS VARIES)
<br />TN
<br />282.42
<br />106.40
<br />30,049-49
<br />425-1-91
<br />INLETS, CLOSED FLUME
<br />EA
<br />1
<br />3,184.00
<br />3.184.00
<br />430-174112
<br />PIPE CULVERT. ROUND. 12" SD (CAP)
<br />LF
<br />95
<br />25.75
<br />2,448,25
<br />430-174-112A
<br />PIPE CULVERT. ROUND 12" 00 (RCP)
<br />LF
<br />25
<br />35.85
<br />1.003,80
<br />430-174-115
<br />PIPE CULVERT. ROUND 15" SD (CAP)
<br />LF
<br />_ 7
<br />37.65
<br />283.55
<br />430-174-115A
<br />PIPE CULVERT. 604.100, 15' SD (RCP)
<br />LF
<br />13
<br />40.70
<br />529,10
<br />430-174-118A
<br />PIPE CULVERT. ROUND, 18" SD )RCP)
<br />LF
<br />58
<br />52.80
<br />2.982.40
<br />430-174-124
<br />PIPE CULVERT, ROUND. 24' SD (RCP)
<br />1-9
<br />5.00
<br />117.00
<br />585.00
<br />430.175-218
<br />PIPE CULVERT. ELLIPIARCH. 18' SICD (14"X239 (RCP)
<br />LF
<br />19,00
<br />49.18
<br />933.85
<br />430-175-260
<br />PIPE CULVERT. ELLIPIARCH. 80" SICD (481761 (RCP)
<br />1.9
<br />37.00
<br />258.10
<br />9.549.70
<br />430.984-123
<br />MITERED END SECTION. ROUND. 15' SD _
<br />EA
<br />2
<br />518.00
<br />1.038.00
<br />430.984-125
<br />MITERED END SEC110N. ROUND. 18' SD
<br />EA
<br />1
<br />584.00
<br />584.00
<br />520-1.10
<br />CONCRETE CURB & GUTTER (TYPE F)
<br />LF
<br />51
<br />18,85
<br />1.526.85
<br />522-2
<br />CONCRETE FOR SIDEWALK (6' THICK)
<br />SY
<br />8
<br />74,95
<br />449.70
<br />570-1-2
<br />PERFORMANCE TURF, SOD (BAHIA)
<br />SY
<br />847
<br />3.16
<br />2.668.05
<br />570-1-2A
<br />PERFORMANCE TURF. SOD (FLORATAM)
<br />SY
<br />111
<br />4.05
<br />450,38
<br />1644-000
<br />FIRE HYDRANT, RELOCATE
<br />AS
<br />1
<br />2,480.00
<br />2.480.00
<br />FORCE ACCOUNT
<br />LS
<br />1
<br />100.000.00
<br />100000.00
<br />SUBTOTALS
<br />104,257.17
<br />203,274.65
<br />1ST STREET SW 43RD AVENUE INTERSECTION
<br />IMPROVEMENTS TOTAL
<br />$ (99,017.48)
<br />003101
<br />FNRNkWoh ENGINEERNO OMSIONOROECTS112324.1 SW Ure AvWruelnpeMilNnhY eola hoeV031 CN MEORDERWI61222,SESCnEMCHGSJ01S1201
<br />77
<br />
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