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Deliverables Exhibit A <br />444269-1-54-01 <br />INDIAN RIVER BLVD FROM SR-5/US-1/FEDERAL HWY TO 17TH ST <br />Pav Item Pay Item Description Quantit Unit <br />101-1 <br />MOBILIZATION/ DEMOBILIZATION <br />1 <br />LS <br />102-1 <br />MAINTENANCE OF TRAFFIC <br />1 <br />LS <br />104-2 <br />PREVENTION, CONTROL & ABATEMENT OF EROSION AND WATER POLLUTION <br />1 <br />LS <br />110-1-1 <br />CLEARING & GRUBBING <br />17.6 <br />AC <br />110-21 <br />TREE PROTECTION BARRIER <br />500 <br />LF <br />110-22 <br />TREE ROOT & BRANCH PRUNING <br />10 <br />EA <br />120-1 <br />REGULAR EXCAVATION <br />4896 <br />CY <br />120-6 <br />EMBANKMENT <br />7849 <br />CY <br />210-1 <br />REWORKING BASE <br />2678 <br />SY <br />285-702 <br />OPTIONAL BASE GROUP 02 (CEMENTED COQUINA, LBR 100, 5") <br />4294 <br />SY <br />285-716 <br />OPTIONAL BASE GROUP 18 (CEMENTED COQUINA, LBR 100,16") <br />3014 <br />SY <br />327-70-1 <br />MILLING EXISTING ASPHALT PAVEMENT (1") <br />74444 <br />SY <br />334-1-13A <br />SUPERPAVE ASPHALT CONCRETE (SP -12.5) (TRAFFIC C) (1.5") <br />318 <br />TN <br />334-1-13B <br />SUPERPAVE ASPHALT CONCRETE (SP -12.5) (TRAFFIC C) (2.0" <br />145 <br />TN <br />337-7-82 <br />ASPHALTIC CONCRETE FRICTION COURSE (FC -9.5) (TRAFFIC C) (1") <br />4429 <br />TN <br />339-1 <br />MISCELLANEOUS ASPHALT PAVEMENT 2" THICK, MIN.) <br />90 <br />TN <br />400-0-11 <br />CLASS NS CONCRETE (GRAVITY WALL) (SCHEME 2) <br />1853 <br />CY <br />425-1-541 <br />INLETS - DRAINAGE (DITCH BOTTOM TYPE D) (<=10') <br />3 <br />EA <br />425-1-541A <br />INLETS - DRAINAGE (DITCH BOTTOM TYPE D) (<=10') (W/ CONC. APRON) <br />1 <br />EA <br />425-1-543 <br />INLETS - DRAINAGE DITCH BOTTOM TYPE D) (<=10') (W/ J -BOTTOM) <br />1 <br />EA <br />425-1-551 <br />INLETS - DRAINAGE (DITCH BOTTOM TYPE E) (<=10') <br />2 <br />EA <br />425-1-701 <br />INLETS - DRAINAGE GUTTER TYPE S) <=10' <br />5 <br />EA <br />425-1-910 <br />INLETS - DRAINAGE (CLOSED FLUME) <br />1 <br />EA <br />425-2-41 <br />MANHOLE TYPE 7(P -BOTTOM) <10' <br />5 <br />EA <br />425-2-72 <br />MANHOLE TYPE 7(J -BOTTOM) (<10') <br />6 <br />EA <br />425-2-72 <br />MANHOLE TYPE 7) (J -BOTTOM) (<10') W/ 36" DIA. RING & COVER) <br />1 <br />EA <br />-425-5-1 <br />ADJUST MANHOLES (UTILITY ARV MANHOLE) <br />6 <br />-425-6 <br />VALVE BOX (ADJUST) <br />11 <br />430-94-01 <br />DESILTING PIPE (12") <br />107 <br />LF <br />430-94-01A <br />DESILTING PIPE 15") <br />49 <br />LF <br />430-94-01 B <br />DESILTING PIPE (18") <br />283 <br />LF <br />430-94-01C <br />DESILTING PIPE 14"x23") <br />62 <br />LF <br />430-94-01D <br />DESILTING PIPE (24") <br />343 <br />LF <br />430-94-02 <br />DESILTING PIPE 30" <br />162 <br />LF <br />430-94-02A <br />DESILTING PIPE (24"x38") <br />318 <br />LF <br />430-94-02B <br />DESILTING PIPE (36") <br />339 <br />LF <br />430-94-02C <br />DESILTING PIPE (54") <br />26 <br />LF <br />430-175-118 <br />PIPE CULVERT (ROUND) 18") (REINFORCED CONCRETE PIPE) CL III) <br />254 <br />LF <br />430-175-124 <br />PIPE CULVERT (ROUND) (24") (REINFORCED CONCRETE PIPE) (CL III) <br />919 <br />LF <br />430-175-136 <br />PIPE CULVERT ROUND 36" (REINFORCED CONCRETE PIPE) (CL III) <br />137 <br />LF <br />430-175-218 <br />PIPE CULVERT (ELLIPTICAL) (14"x23") (REINFORCED CONCRETE PIPE) (CL III) <br />76 <br />LF <br />430-175-219 <br />PIPE CULVERT (ELLIPTICAL) (19"00") (REINFORCED CONCRETE PIPE) (CL III) <br />30 <br />LF <br />430-175-224 <br />PIPE CULVERT (ELLIPTICAL) (24"x38") (REINFORCED CONCRETE PIPE) (CL III) <br />363 <br />LF <br />430-530-100 <br />STRAIGHT CONCRETE ENDWALLS 30" SINGLE (0 DEGREES) <br />1 <br />EA <br />430-982-129 <br />MITERED END SECTION (ROUND) (24") (SD) <br />11 <br />EA <br />430-982-625 <br />MITERED END SECTION ELLIPTICAL (14"x23") ((SD) <br />1 <br />EA <br />430-982-633 <br />MITERED END SECTION (ELLIPTICAL) (24"x38") (SD) <br />3 <br />EA <br />515-1-2 <br />PIPE HANDRAIL - GUIDERAIL (ALUMINUM) <br />2986 <br />LF <br />520-1-10 <br />CONCRETE CURB AND GUTTER (TYPE F) (3,000 PSI MIN.) <br />565 <br />LF <br />520-6 <br />CONCRETE SHOULDER GUTTER <br />264 <br />LF <br />522-2 <br />CONCRETE SIDEWALK AND DRIVEWAYS (6" THICK) (FIBER REINFORCED) (3,000 PSI MIN.) <br />5716 <br />SY <br />