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<br />ENGINEERING INC C
<br />Avon S(tainn, P.E. Ft. PF -0 72460
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<br />PROJECT NAME: Rails To Trails 1.4 Me Extension of historic Trans -Florida Rail Trait
<br />(Unit Costs Obtained from MOT Item Average Unit Cost Tables From 2021/05/01 to 2022104/30 - Markert Area 11)
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<br />PAY ITEM NO.
<br />DESCRIPTION
<br />UNLT
<br />U „Y
<br />II]in COST
<br />PROJECT COST
<br />ROADWAY PAY ITEMS
<br />101-2
<br />MOB11.1ZATION
<br />LS
<br />1
<br />S
<br />30,000.00
<br />S 30,000.00
<br />102-1
<br />MAINTENANCE OFTRAFFIC
<br />LS
<br />1
<br />S
<br />10,000.00
<br />S 10,000.00
<br />1041
<br />ARTIFICIAL COVERINGS! EROSION CONTROL ABATEMENT PRODUCTS
<br />SY
<br />8,150
<br />S
<br />5.00
<br />1 40,750.00
<br />104-10-3 1
<br />SEDIMENT BARRIER
<br />U,
<br />14,800
<br />$
<br />2.32
<br />S 34,33CD0
<br />104-I5
<br />SOIL TP.ACKING PREVENTION DEVICE
<br />EA
<br />2
<br />S
<br />5.O00.00
<br />I 10,0x.00
<br />110-1-I CLEARING AND GRUBBING
<br />AC 1
<br />4.50
<br />S
<br />18,640.00
<br />S 83,880.00
<br />120-I REGULAR EXCAVATION
<br />CY
<br />450
<br />$
<br />7,14 1
<br />S 3,213.00
<br />120.6 EMBANKMENT
<br />CY
<br />2,650
<br />$
<br />14.42
<br />S 38,213.00
<br />160-4 TYPE B STABILIZATION 12" (LBR-40)
<br />SY
<br />13,000
<br />$
<br />845
<br />S 109,850.00
<br />285-704 OPTIONAL BASE GROUP 4 (6" CEMENTED COQUINA) (LBR 100)
<br />SY
<br />10,250
<br />$
<br />15.00
<br />S 153, 750.00
<br />285-706 OPTIONAL BASE GROUP 6 (8r CEMENTED COQUINA) (LBK I00)
<br />SY
<br />300
<br />S
<br />15.44
<br />S 4,63200
<br />334-1-12 SUFERPAVE ASPHALT CONCRETE, TRAFFIC B (TYPE SP -9.5, 1.5')
<br />TN
<br />790
<br />S
<br />147.47
<br />S 116501.30
<br />3341-13 SUPERPAVE ASPHALT CONRETE TRAFFIC C (TYPE SP -9.5, 1-) (FPL EASEMENT AREA)
<br />TN
<br />14
<br />S
<br />102.44
<br />S 1,434,16
<br />334-1-13 SUPERFAVE ASPHALT CONRETE TRAFFIC C (TYPE SP -I25, 1.5r) (FPL EASEMENT AREA)
<br />TN
<br />21
<br />S
<br />102.44
<br />S 2,151.24
<br />430-175.115 PIPE CULVERT, OPTIONAL MATEP.IAI, ROUND, 15- SICD (RCP)
<br />LF
<br />24
<br />S
<br />236.87
<br />S 5,684.88
<br />430-175-124 PTFE CULVERT, OPTIONAL M.ATERIA1, ROUND, 240 SICD (RCP)
<br />IF
<br />so
<br />S
<br />11953 S
<br />9,562.4=)
<br />430-175.224 PIPE CULVERT, OPTIONAL 62ATER.IAL, Ron -m, 19-oo- S/CD (ERCP)
<br />1F
<br />40
<br />S
<br />141.82 1
<br />5,672.80
<br />570-1-2 PERFORMANCE TURF, SOD (MATCH EXISTING)
<br />SY 1
<br />6,450
<br />5
<br />332 S
<br />21,414 00
<br />700-1-11 SCRUB JAY TRAIL SIGNAGE (iNSTAUATION ONLY)
<br />AS
<br />2
<br />$
<br />458,23 S
<br />916.44
<br />700-1-11 SINGLE OST SIGN, UP TO 12 SF
<br />AS
<br />2
<br />S
<br />458.23 S
<br />916.46
<br />519-78 BOLLARDS (COLLAPSIBLE)
<br />EA
<br />4
<br />S
<br />1,500.00 S
<br />6,000.00
<br />ROADWAY PAY ITEMS SUBTOTAL S
<br />6K1177.70
<br />7 i44BOLs - L m . SVw DA = Deg LF s Ltoear Foot
<br />'°`" t t EA • tatb AS = Anembl;
<br />STAGE OF
<br />IMPROF''EME.N-FS SUBTOTAL S 666,677.70
<br />20`i. CONTINGENCY S 137,775.54
<br />04FROVENTENTS TOTAL S 626,ES3-24
<br />AC . Acre SY d SquareYard CY . Cubk Yard TN = Too
<br />G`ki k Groes hfik PI � Par iatenxtiaa
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