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<br />APR-30-2007 MON 04:59 PM CALVIN GIORDANO <br /> <br />FAX NO. 9549218807 <br /> <br />P. 12/22 <br /> <br />Bid <br />Item <br />I. <br /> <br />STATE ROAD 826/ SUNNY ISL.ES BOULEVARD PROJECT <br />Estimated <br />Quantitv Unit Unit Price <br /> <br />Estimated <br />Total <br /> <br />Description <br />Summary of 0200 Roadway <br />Mobilization <br />Maintenance of Traffic <br /> <br />1 <br />2 <br /> <br />3 Commercial Material for Driveway Maintenance <br />4 Traffic Control Officer <br />5 Work Zone Signs <br />6 Business Signs <br />7 Barrier Wall (Temporary) (F & I) (Concrete) <br />8 Barrier Wall (Temporary) (Relocate) (Concrete) <br />9 Barricade (Temporary) (Types I, II, 01, VP & DRUM) <br />10 Barricade (Temporary) (Type III) (6') <br />11 Panels Arrow Advance Warning <br />12 High Intensity Flashing Ughts. TempwType B <br />13 Marker Pavt Reflective (Temporary) <br />14 Lights (Temp-Barr. Wall Mount) (Type C Steady Burn) <br />15 Impact Attenuator (Redirective Option) (Temporary) <br />16 Changeable-Variable Message Sign (Temporary) <br />17 pavt Marking Removable (White/Black) (Skip) <br />1 8 Pavt MarkIng Removable (White/Black) (Solid) <br />19 Pavt Marking Removable (White/Black) (Other) <br />20 Pavt Marking Removable (Yellow) (Solid) <br />21 Rock Bags <br />22 Clearing and Grubbing <br />23 Milling Exist Asph Pavt (2" Avg Depth) <br />24 Superpave Asph Cone (Traf C) (PG 76-22) <br />26 Asph Cone Friction Course (lne Bit / Rubber) (FC-9.5) <br />26 Cone Class I (Retaining Walls) <br />27 Inlets (Curb) (Type P-2) (<10') <br />28 Inlets (Curb) (Type P-2) (>10') <br />29 Inlets (Curb) (Type P-6) (<10') <br />30 Inlets (Curb) (Type P-6) (>10') <br />31 Manhole Adjustments <br />32 Valve Boxes <br />33 Curb and Gutter Concrete <br />34 Sidewalk Concrete (4" Thick) <br />35 Sidewalk Concrete (6" Thick) <br />36 Sodding (Saint Augustine) <br />37 Marking (Paint) Removal <br /> <br />1\J1~r~h ?nn7 <br /> <br />00300-2 <br /> <br />1.00 LS <br />1.00 LS <br />250.00 CY <br />30.00 MH <br />1,332.00 ED <br />42.00 EA <br />984.00 LF <br />768.00 LF <br />12730.00 ED <br />74.00 ED <br />132.00 ED <br />676.00 ED <br />234.00 EA <br />14.00 ED <br />7.00 La <br />112.00 ED <br />1380.00 'LF <br />6580.00 LF <br />657.00 LF <br />1612.00 LF <br />160.00 EA <br />1.00 LS <br />10523.00 SY <br />578.78 TN <br />578.78 TN <br />7.00 CY <br />2 EA <br />1 EA <br />1 EA <br />1 EA <br />8 EA <br />7 EA <br />2925.00 LF <br />127.00 Sy <br />17.00 SY <br />384 SY <br />3150.00 SF <br /> 03-4122.D. <br />