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EXBIBIT C
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<br />014 G. -8;
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<br />No. 72460 - Z
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<br />ArE OF
<br />ENGINEER'S OPINION OF PROBABLE COST���``�
<br />FDOT CONSTRUCTABILITY PLANS ���O&A l
<br />4111���`
<br />PROJECT' NAME: hails To Trails 1.4 Mile Extension of Historic `Trans -Florida Rail Trail
<br />(Unit Costs Obtained from FDOT Item Average Unit Cost Tables Front 2021/05/01 to 2022/04/30 - Markert Area 11)
<br />77" Eahinrer kat no ewdnd err the n,st of Cabal, mNuiats, eynlpn,rnt orsan•lces fnrnisired by Debars, or o+rr thr Caerirnu r S m ahod, of de mduingpriecs. ar nrrr cangxtitirr bidrting or market ma 'fllinrrx Oprnfnns of
<br />pmhabte mts provided heroix ore ha ed or, the h jarnxnian knonrk to dre F-typineel at this tine ext repreuni only the Fxghreer's judgrnenf ns a design pmfcxriamx,l faa,illar with the rou.drntrim, mdovy, 77c Engineer
<br />normae and doer AN guuwntee That propnsata, bids, ,x achrul constrncdnr, casts "U not r y frnra its ophdon of probable ros/s.
<br />PAY ITENI NO.
<br />DESCRIPTION
<br />UNIT
<br />PROJECT
<br />UANT17'Y
<br />I UNCI' COST
<br />PROJECT COST
<br />ROADNVAY PAY ITEMS
<br />101-1
<br />MOBILIZATION
<br />LS
<br />I
<br />$ 30,000.00
<br />S 30,000.00
<br />102-1
<br />MAINTENANCE OF TRAFFIC
<br />LS
<br />I
<br />S 10,000,00
<br />S 10,000.00
<br />104-1
<br />ARTIFICIAL COVERINGS / EROSION CONTROL ABATEMENT PRODUCTS
<br />SY
<br />8,150
<br />$ 5.00
<br />S 40,750.00
<br />104-10-3
<br />SEDIMENT BARRIER
<br />LF
<br />14,800
<br />S 2.32
<br />S 34,336,00
<br />104-15
<br />SOIL TRACKING PREVENTION DEVICE
<br />EA
<br />2
<br />S 5,000.00
<br />$ 10,000,00
<br />I t0-1-1
<br />CLEARING AND GRUBBING
<br />AC
<br />4,50
<br />S 13,640.00
<br />S 83,880.00
<br />120-1
<br />REGULAR EXCAVATION
<br />CY
<br />2,725
<br />S 7.14
<br />S 19,456.50
<br />120-6
<br />EMBANKMENT
<br />CY
<br />t00
<br />S 14,42
<br />S 1,442.00
<br />1604
<br />TYPE B STABILIZATION 12" (LBR40)
<br />SY
<br />13,000
<br />S 3.45
<br />S 109,850,00
<br />285-704
<br />OPTIONAL BASE GROUP 4 (6' CEMENTED COQUINA) (LBR 100)
<br />SY
<br />10,500
<br />S 15,00
<br />$ 157,500.00
<br />285-706 OPTIONAL BASE GROUP 6 (8" CEMENTED COQUINA) (LBR 100)
<br />SY
<br />300
<br />$ 15.44
<br />S 4,632.00
<br />334.1-12 SUPERPAVE ASPHALT CONCRETE, TRAFFIC B (TYPE SP -9.5.1.5")
<br />TN
<br />790
<br />$ 147.47
<br />S 116,501.30
<br />334-1-13 SUPERPAVE ASPHALT CONRETETRAFFIC C (TYPE SP -9.5, I")(FPL EASEMENT AREA)
<br />TN
<br />14
<br />$ 102.44
<br />S 1,434.16
<br />334-1-13 SUPERPAVE ASPHALT CONRETE TRAFFIC C (TYPE SP -12.5, 1.5") (FPL EASEMENT AREA)
<br />TN
<br />21
<br />S 102.44
<br />S 2,151.24
<br />430-175-115 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 15" S/C'D (RCP)
<br />LF
<br />24
<br />S 23697
<br />S 5,684.88
<br />430-175-124 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 24" S,CD (RCP)
<br />LF
<br />80
<br />$ 119.53
<br />S 9,562.40
<br />430-175-224 PIPE CULVERT, OPTIONAL NIXI"ERIAL, ROUND, 19'x30" S -CD (ERCP)
<br />LF
<br />40
<br />S 141.82
<br />5 5,672.80
<br />570-1-2 PERFORMANCE TURF, SOD (MATCH EXISTING)
<br />SY
<br />6,450
<br />$ 3.32
<br />S 21,414.00
<br />700-1-11 SCRUB JAY TRAIL SIGNAGE (INSTALLATION ONLY)
<br />AS
<br />2
<br />$ 453.23
<br />S 916.46
<br />700-1-11 SINGLE OST SIGN, UP TO 12 SF
<br />AS
<br />2
<br />S 458.23
<br />S 916.46
<br />519-78 BOLLARDS (COLLAPSIBLE)
<br />EA
<br />4
<br />S 1,500.00
<br />S 6,000.00
<br />999-1 ASBUILT SURVEYING AND RECORD DRAWING PREPARATION (BY REGISTERED
<br />SURVEYOR)
<br />1S
<br />I
<br />S 20,000.00
<br />S 20,000.00
<br />-
<br />ROADWAY PAY ITEMS SUBTOTAL
<br />S 692,100.20
<br />IMPROVEAIENTSSUBTOT.AL S 692,100.20
<br />20l CONTINGENCY S 138,420.04
<br />IMPROVENIENTS TOTAL S 830,520.24
<br />LS=I.ampSum DA -Day LF=Linear Fool AC -Acre SY=SqunreYard CY=CubicYnrd TN=Ton
<br />F-4 - Ench AS =Assembly Ci3 = Cross Mile P1= Per IntersecEioa
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