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ITEM NO. <br />ITEM <br />UNIT <br />QUANTITY <br />101 - 1 <br />Mobilization <br />LS <br />1.00 <br />102 - 1 <br />Maintenance 0! Traffic <br />LS <br />1.00 <br />102 - 74 <br />Barricade (Temporary) (Type 171) <br />E0 <br />120.00 <br />104 - 11 <br />Turbidity Barrier Floating <br />LF <br />2340.00 <br />110 - 3 <br />RemovalOf Existing Structures <br />LS/SF <br />4432.00 <br />400 - 4 <br />Concrete Class IV (Superstructure) <br />CY <br />123.66 <br />400 - 4 <br />Concrete Class IV (Substructure) <br />CY <br />21.70 <br />400 - 134 <br />Epoxy Material <br />GA <br />18.00 <br />400 - 135 <br />Inject And SeolCrocks <br />LF <br />31.00 <br />400 - 143 <br />Concrete Surfaces Cleaning And Coating <br />SF <br />17,836.00 <br />400 - 153 <br />Non -Shrinking Grout <br />CF <br />3.00 <br />401 - 70 <br />Restore Spoiled Areas (Epoxy) <br />CF <br />70.00 <br />413 - 149 <br />Penetrant Sealer <br />CA <br />50.00 <br />415 - 1 <br />Reinforcing Steel (Superstructure) <br />LB <br />20,107.00 <br />415 - 1 <br />Reinforcing Steel (Substructure) <br />LB <br />4132.00 <br />450 - 1 <br />Prestressed Beams (Inverted T) <br />LF <br />1002.00 <br />515 - 2 <br />Pipe Handrail (Reinstall) <br />LF <br />1113.00 <br />715 - 1 <br />Conductors (F&I) (Insulated) (No 10) <br />LF <br />4479.00 <br />715 - 1 <br />Conductors (Remove) <br />LF <br />4479.00 <br />715 - 2 <br />Conduit (F&I - Underground) (PVC SCH 40) (3/4") <br />LF <br />410.00 <br />715 - 2 <br />Conduit (F&I - Surface Mount) (RGS) (3/4") <br />LF <br />550,00 <br />715 - 2 <br />Conduit (F&I - Surface Mount) (FMC) (3/4") <br />LF <br />33.00 <br />715 - 2 <br />Conduit (F&! - Embedded) (RCS) (3/4") <br />LF <br />500.00 <br />715 - 2 <br />Conduit (Remove) <br />LF <br />550.00 <br />715 - 7 <br />Load Center (F&I) (Secondary Voltage) <br />EA <br />2.00 <br />715 - 7 <br />Load Center (Remove) (Secondary Voltage) <br />EA <br />2.00 <br />715 - 11 <br />Luminaire OW) (Curb Mount) (Special) <br />EA <br />11.00 <br />715 - 11 <br />Luminaire (F&I) (Curb Embedded) (Special) <br />EA <br />19.00 <br />715 - 11 <br />Luminaire (Remove) (Curb Mount) (Special) <br />EA <br />11.00 <br />715 - 14 <br />PullBox (F&I) (Roadside) <br />EA <br />3.00 <br />715 - 14 <br />PullBox (F&I) (Embedded) <br />EA <br />1.00 <br />715 - 14 <br />PullBox (F&I) (Surface Mount) <br />EA <br />12.00 <br />715 - 14 <br />PullBox (Remove) (Surface Mount) <br />EA <br />24.00 <br />999 - 25 <br />Initial Contingeny Amount <br />LS <br />1.00 <br />PAY ITEM NOTES <br />102-1 Includes the cost to furnish Fishing Pier Closed sign and to implement any <br />required traffic control scheme during the construction phase. <br />110-3 Includes the cost to remove and dispose of the entire East Pier superstructure (deck, railing, curb, <br />prestressed beams and diaphragm) and substructure (pile cops and pile extension). It also includes <br />the partial removal of West Pier superstructure (prestressed beam, deck, curb, diaphragm and roiling) <br />of Span 10. <br />400-4 Includes the cost of preparation, lobar and materials to provide new concrete curb, concrete deck, <br />(Superstructure) diophrogm,concrete sidewalk modifications and miscellaneous concrete work. <br />400-4 Includes the cast of preparation, lobar and materials to provide new concrete pile cap, pile extension <br />(Substructure) and new concrete shear blocks. <br />400-153 Includes the cost of labor and materiels to repair undermine Sidewalk at west pier. <br />401-70 Includes the cost of labor and materials to repair spoils et west pier superstructure (abutment, curb, <br />deck, prestressed beams and diaphragms) and substructure (shear blocks, pile cops and piles). <br />415-1 Includes the cost of labor and materials to install the reinforcing for the new concrete curb, deck and <br />(Superstructure) diaphragms. <br />415-1 Includes the cost of labor and materials to install the reinforcing for the new concrete pile, pie extension <br />(Substructure) and diaphragms. <br />1454.y1 SE ONs <br />IntEE <br />BY <br />OE5CR1701011 <br />OAR <br />BY <br />DESCRIPIIDN <br />0705N 60 <br />AKB <br />8/06 <br />CHECKED BY <br />CC <br />8/06 <br />DESIGNED BY <br />CG <br />8/06 <br />EKCKED BY <br />T✓N <br />8/06 <br />IPPROYED DT <br />T.J. 00/es, P.E. <br />ENO1NEER OF RECORD. <br />HARDESTY & HANOVER, LLP <br />1000 BAWORASS CORPORATE PKWY <br />SUITE 544 <br />duvin. FL 33323 <br />Cesar A Grenades, P.E. 08422! <br />Certificate of Aufeorbotion 0171 <br />INDIAN RIVER COUNTY PUBLIC WORKS DEPARTMENT <br />COUNTY - <br />P100114. PRODEC1 ID <br />mit /FDA. <br />TABULATION OF QUANTITIES <br />CR 510 <br />INDIAN RIVER <br />Na MAIL <br />CR 510 OVER INTRACOASTAL WATERWAY <br />WABASSO FISHING PIER REPAIRS <br />SnaT NO. <br />81-A <br />Mpellm Balm 8/2e/8006 2135124 PY 0510413S1adNA Fisting PI.CYIMWe4 SCa51EBIlnIle4Dn <br />