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EXHIBIT A <br />DELIVERABLES <br />66th AVENUE ROWADWAY WIDENING FROM 49TH STREET TO 69TH STREET <br />INDIAN RIVER COUNTY, FL <br />FM# 436379-1-54-01 <br />CEI CLASSIFICATIONS <br />SR. PROJECT ENGINEER <br />PROJECT ADMINISTRATOR <br />SR. INSPECTOR <br />INSPECTOR <br />INSPECTOR AIDE <br />CONTRACT SUPPORT SPECIALIST (CSS) <br />QUALITY CONTROL (QC) MANAGER <br />EARTHWORK CONSTRUCTION INSPECTOR LEVEL 1 <br />EARTHWORK CONSTRUCTION INSPECTOR LEVEL 2 <br />ASPHALT PAVING TECHNICIAN LEVEL 1 <br />ASPHALT PAVING TECHNICIAN LEVEL 2 <br />*The Recipient will need written approval from the Department, if deviating from the Deliverables shown in Exhibit A. <br />102 <br />ITEM <br />ESTIMATED <br />QTYS <br />UNIT <br />711-11-121 <br />SOLID TRAFFIC STRIP (6" WHITE) THERMOPLASTIC <br />34414 <br />LF <br />711-11-122 <br />SOLID TRAFFIC STRIP (8" WHITE) THERMOPLASTIC <br />3901 <br />LF <br />711-11-123 <br />SOLID TRAFFIC STRIP (12" WHITE) THERMOPLASTIC <br />1205 <br />LF <br />711-11-124 <br />SOLID TRAFFIC STRIP (18" WHITE) THERMOPLASTIC <br />1060 <br />LF <br />711-11-125 <br />SOLID TRAFFIC STRIP (24" WHITE) THERMOPLASTIC <br />321 <br />LF <br />711-11-131 <br />SKIP TRAFFIC STRIP (6" WHITE 10' - 30') THERMOPLASTIC <br />2.737 <br />GM <br />711-11-141 <br />SKIP TRAFFIC STRIP (6" WHITE 6' - 10') THERMOPLASTIC <br />0.711 <br />GM <br />711-11-160 <br />THERMOPLASTIC, ST, WHITE, MESSAGE <br />41 <br />EA <br />711-11-170 <br />THERMOPLASTIC, ST, WHITE, ARROW <br />103 <br />EA <br />711-11-221 <br />SOLID TRAFFIC STRIPE (6" YELLOW) THERMOPLASTIC <br />7.757 <br />NM <br />711-11-224 <br />SOLID TRAFFIC STRIPE (18" YELLOW) THERMOPLASTIC <br />1720 <br />LF <br />711-11-241 <br />SKIP TRAFFIC STRIP (6" YELLOW 6' - 10') THERMOPLASTIC GAP EXTENSION <br />0.374 <br />GM <br />715-1-11 <br />LIGHTING CONDUCTORS (F & I) (INSULATED, NO. 10 OR‹) <br />1830 <br />LF <br />BRIDGE IMPROVEMENTS <br />61ST STREET OVER LATERAL "A"CANAL <br />110-3 <br />REMOVAL OF EXISTING STRUCTURES/ BRIDGE <br />1 <br />LS <br />400-2-4 <br />CONCRETE CLASS II, SUPERSTRUCTURE <br />9 <br />CY <br />400-2-5 <br />CONCRETE CLASS II, SUBSTRUCTURE <br />136 <br />CY <br />400-2-10 <br />CONCRETE CLASS II, APPROACH SLABS <br />99 <br />CY <br />400-4-4 <br />CONCRETE CLASS IV, SUPERSTRUCTURE <br />23 <br />CY <br />400-148 <br />PLAIN NEOPRENE BEARING PADS <br />2 <br />CF <br />415-1-4 <br />REINFORCING STEEL - BRIDGE SUPERSTRUCTURE <br />7390 <br />LB <br />415-1-5 <br />REINFORCING STEEL - BRIDGE SUBSTRUCTURE <br />9520 <br />LB <br />415-1-9 <br />REINFORCING STEEL - APPROACH SLAB <br />20400 <br />LB <br />450-3-14 <br />PRESTRESSED SLAB UNITS, WIDTH 48", THICKNESS 18" <br />40 <br />LF <br />450-3-24 <br />PRESTRESSED SLAB UNITS, WIDTH 60", THICKNESS 18" <br />515 <br />LF <br />455-34-3 <br />PRESTRESSED CONCRETE PILING, 18" SQ <br />1560 <br />LF <br />455-143-3 <br />TEST PILES -PRESTRESSED CONCRETE 18" SQ <br />150 <br />LF <br />458-1-11 <br />BRIDGE DECK EXPANSION JOINT, NEW CONSTRUCTION, F & I, POURED JOINT WITH BACKER ROD <br />138 <br />LF <br />521-5-1 <br />CONCRETE TRAFFIC RAILING- BRIDGE, 32" F -SHAPE <br />82 <br />LF <br />521-5-5 <br />CONCRETE TRAFFIC RAILING- BRIDGE, 42" VERTICAL FACE <br />78 <br />LF <br />65TH STREET OVER LATERAL "A" CANAL <br />110-3 <br />REMOVAL OF EXISTING STRUCTURE/ BRIDGE <br />960 <br />SF <br />400-2-4 <br />CONCRETE CLASS II, SUPERSTRUCTURE <br />9 <br />CY <br />400-2-5 <br />CONCRETE CLASS II, SUBSTRUCTURE <br />136 <br />CY <br />400-2-10 <br />CONCRETE CLASS II, APPROACH SLABS <br />99 <br />CY <br />400-4-4 <br />CONCRETE CLASS IV, SUPERSTRUCTURE <br />23 <br />CY <br />400-148 <br />PLAIN NEOPRENE BEARING PADS <br />2 <br />CF <br />415-1-4 <br />REINFORCING STEEL - BRIDGE SUPERSTRUCTURE <br />7390 <br />LB <br />415-1-5 <br />REINFORCING STEEL - BRIDGE SUBSTRUCTURE <br />9520 <br />LB <br />415-1-9 <br />REINFORCING STEEL -APPROACH SLAB <br />20400 <br />LB <br />450-3-14 <br />PRESTRESSED SLAB UNITS, WIDTH 48", THICKNESS 18" <br />40 <br />LF <br />450-3-24 <br />PRESTRESSED SLAB UNITS, WIDTH 60", THICKNESS 18" <br />515 <br />LF <br />455-34-3 <br />PRESTRESSED CONCRETE PILING, 18" SQ <br />1560 <br />LF <br />455-143-3 <br />TEST PILES -PRESTRESSED CONCRETE 18" SQ <br />150 <br />LF <br />458-1-11 <br />BRIDGE DECK EXPANSION JOINT, NEW CONSTRUCTION, F & I, POURED JOINT WITH BACKER ROD <br />138 <br />LF <br />521-5-1 <br />CONCRETE TRAFFIC RAILING- BRIDGE, 32" F -SHAPE <br />82 <br />LF <br />521-5-5 <br />CONCRETE TRAFFIC RAILING- BRIDGE, 42" VERTICAL FACE <br />78 <br />LF <br />CEI CLASSIFICATIONS <br />SR. PROJECT ENGINEER <br />PROJECT ADMINISTRATOR <br />SR. INSPECTOR <br />INSPECTOR <br />INSPECTOR AIDE <br />CONTRACT SUPPORT SPECIALIST (CSS) <br />QUALITY CONTROL (QC) MANAGER <br />EARTHWORK CONSTRUCTION INSPECTOR LEVEL 1 <br />EARTHWORK CONSTRUCTION INSPECTOR LEVEL 2 <br />ASPHALT PAVING TECHNICIAN LEVEL 1 <br />ASPHALT PAVING TECHNICIAN LEVEL 2 <br />*The Recipient will need written approval from the Department, if deviating from the Deliverables shown in Exhibit A. <br />102 <br />