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(,',FIANGE ORDER 110. *1
<br />DESCRIP1 ION OF ITEMIZED CI iAN(,;[-'S
<br />PROJECT NAME; Old Dixie Highway and Highland Drive Intersection Improvements
<br />PROJECT NO, IRC -1362 BID 140.2019026
<br />Karp No: -'.TVoso4pflon
<br />. . . ......... ............ . ........
<br />061
<br />Quaritfig
<br />tilt hrlCe. J
<br />tlh
<br />Price Increase
<br />I Price De;:reaso'
<br />334-1-13
<br />SUPERPAVI, ASPHALT CONRIFTE IRAFFIC C (SP12 LIF I
<br />TN
<br />18
<br />14t1.00
<br />2.070,70
<br />- ----------- ----- - - -
<br />33/-7,82
<br />ASPHALT. CONRETE FRICTION COURSE TRAFFIC.0 IfC.9.5j. I
<br />TN
<br />18
<br />lab'oo
<br />3.256,OD
<br />400.0
<br />gOLNqfLET Ll
<br />1
<br />il�z()Woo
<br />1,2(0.00
<br />520-1.10
<br />. ... . ...... . ... . ............. . ....CY
<br />CONCRETE: CURD AND GUTTER, TYPE FLF
<br />70
<br />31-00
<br />2,170.(X)......
<br />5201-12
<br />. ...... . .............
<br />CONCRITr CURB AND GUT TER, MODIFIED TYPE FLF
<br />.. ............
<br />.. . ..
<br />54
<br />39.00
<br />2.106 IV
<br />5222
<br />IqRLTL SIDEWALKAND DRIVEWAYS (FIBER El OR ) (ES1
<br />G0_
<br />39.90,
<br />2.340AN)
<br />jj
<br />MARKINGS, STANDARD, SOLID
<br />LF
<br />_17
<br />1-00
<br />171.00
<br />711-11-125
<br />THEIRMOPL/kSIIC,PAVEMENT MARKit4GSSTANDARD, SOLID VV
<br />LF
<br />23
<br />4,60
<br />10580
<br />94.00
<br />711-11-201
<br />TtiF.RWOf'LA,L,,Tl(,, PAVEMENT MARKINGS, STANDARD, ANDARD, SOLID Y
<br />LF
<br />94
<br />too
<br />lA'CD I
<br />16"GATE VALVE . ...... . .............. ...... . --' - '..—
<br />EA
<br />1
<br />9,734.00
<br />9_734.00 .......... .
<br />... . .... ... . .....
<br />WCD 2
<br />COQUINA 8" BASE MATERIAL NORTH SIDE 01, HIGHLAND
<br />EA
<br />1
<br />6,159.64
<br />5,159-64
<br />WCD 3
<br />VALLEYGUTTER
<br />EA
<br />1
<br />970,20
<br />97020
<br />WC04
<br />PIPE
<br />EA
<br />1
<br />15,818.00
<br />15,818.00
<br />WCD 5
<br />AADDITIONAL SIDEWALK
<br />FA
<br />1
<br />1,613.60IL
<br />t5
<br />285-706
<br />OPTIONAL BASE, GROUP 06
<br />SY
<br />127.00
<br />26.00
<br />3,302.00
<br />520-3
<br />CONCRETE VALLEY GUTTER
<br />LF
<br />20
<br />30J)0
<br />72000
<br />570-1-4
<br />PERFORMANCE TURF SOD ST. AUGtJSTINEj,_SY
<br />7
<br />5.90
<br />38.35
<br />706-3
<br />RETRO -REFLECTIVE PAVEMENT MARKERS
<br />EA
<br />6
<br />5.00
<br />3D.00
<br />711-11-124
<br />THERMOPLASTIC, PAVEMENT MARKINGS. STANDARD SOLID W
<br />LF
<br />55
<br />2.92
<br />160.60
<br />1050-16.024
<br />UTILITY PIPE, GROUT ANF ABANDON IN PLACE 12"AC.W.M.
<br />190
<br />20.30
<br />3.857.00
<br />1055-11-214
<br />UTILITY FITTINGS, ELBOW, 12'
<br />EA
<br />2
<br />883.00
<br />1.7166:010
<br />1055-11-234
<br />UTILITY I'll I INGS, 16"x12" REDUCER
<br />EA
<br />1
<br />1 248,00
<br />124800
<br />1055-11-294
<br />. . ...... . ....
<br />UTILTIY FITTING, 12" HYMAX CONNECTOR
<br />EA
<br />1
<br />944,00
<br />944.00
<br />1080-24-112
<br />UTILITY FIXTURE, VALVE ASSEMBLY, 12'
<br />EA
<br />1
<br />3,776.00
<br />3,776.00
<br />1080-24-616
<br />UTILITY FIXTURE, REMOVE WVALVEmoo
<br />E/-'
<br />1
<br />-
<br />700,00
<br />..
<br />...........
<br />FA
<br />FORCE ACCOUNT
<br />LS
<br />I
<br />35,000.00
<br />35,000.00
<br />---
<br />......... .. ..
<br />. ..... . ... ....... ---'-suBTOTAL.8j 47 314.94
<br />51,641.95
<br />.... ........
<br />Old
<br />Old Dixie Highway and Highland Drive Intersection Improvement � TOTAL
<br />—
<br />—aa
<br />V61 Al, A, ,; -,l, lxf,-,�.---1,111� 11-07
<br />
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