Laserfiche WebLink
A TRUE COPY <br />EXHIBIT A CERTIFICATION ON LAST PAGE <br />DELIVERABLES J.R. SMITH, CLERK <br />66th AVENUE ROWADWAY WIDENING FROM 49TH STREET TO 69TH STREET <br />INDIAN RIVER COUNTY, FL <br />FLWA%A'%70_l_RdJN A'Aa170-1-RaJ 9 <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 />(') = Non -Participating Items <br />(") = Converting to Lump Sum <br />ITEM <br />ESTIMATED <br />QTY$ <br />UNIT <br />711-11-121 <br />SOLID TRAFFIC STRIP 6" WHITE THERMOPLASTIC <br />35468 <br />LF <br />711-11-122 <br />SOLID TRAFFIC STRIP 8" WHITE THERMOPLASTIC <br />4501 <br />LF <br />711-11-123 <br />SOLID TRAFFIC STRIP 12" WHITE THERMOPLASTIC <br />1567 <br />LF <br />711-11-124 <br />SOLID TRAFFIC STRIP 18" WHITE THERMOPLASTIC <br />1230 <br />LF <br />711-11-125 <br />SOLID TRAFFIC STRIP 24" WHITE THERMOPLASTIC <br />470 <br />LF <br />711-11-131 <br />THERMOPLASTIC, STD, WHITE, SKIP (10'-30'),6- <br />14849 <br />LF <br />711-11-141 <br />THERMOPLASTIC STD WHITE SKIP 2'-4'/6-10' 6" <br />4354 <br />LF <br />711-11-160 <br />THERMOPLASTIC ST WHITE MESSAGE <br />45 <br />EA <br />711-11-170 <br />THERMOPLASTIC ST WHITE ARROW <br />111 <br />EA <br />711-11-221 <br />THERMOPLASTIC STD, YELLOW, SOLID 6" <br />42171 <br />LF <br />711-11-224 <br />SOLID TRAFFIC STRIPE 18" YELLOW) THERMOPLASTIC <br />1720 <br />LF <br />711-11-241 <br />THERMOPLASTIC STD, YELLOW, SKIP (2'-4'/ V-10' 6" <br />2471 <br />LF <br />715-1-11 <br />LIGHTING CONDUCTORS IF & I INSULATED NO. 10 OR< <br />3735 <br />LF <br />'570-1-213 <br />PERFORMANCE TURF SOD ST AUGUSTINE'FLORATAM' <br />16355 <br />SY <br />•580-1-1 <br />LANDSCAPE SMALL PLANTS <br />1 <br />LS <br />'580-1-2 <br />LANDSCAPE LARGE PLANTS <br />1 <br />LS <br />'580-12-10 <br />FLORA -MULCH 3" DEPTH <br />717 <br />CY <br />'162-1-3 <br />PREPARED SOIL LAYER SPECIAL DEPTH <br />1425 <br />CY <br />`590-70 <br />IRRIGATION COMPLETE <br />i <br />LS <br />BRIDGE IMPROVEMENTS <br />61ST STREET OVER LATERAL "A' CANAL <br />110-3 <br />REMOVAL OF EXISTING STRUCTURES/ 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 />455-343 <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 11 APPROACH SLABS <br />99 <br />CY <br />400-44 <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 />455-343 <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 />'999 1 <br />CONSTRUCTION LAYOUT/ RECORD/ AS -BUILT DRAWINGS BY REGISTERED SURVEYOR <br />1 <br />LS <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 />(') = Non -Participating Items <br />(") = Converting to Lump Sum <br />