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r <br />e <br />t <br />STATE ROAD 826 1 SUNNY ISLES BOULEVARD PRn.iFr.T <br />Hid <br />(tern Description <br />I. Summary of 0200 Roadway <br />1 Mobilization <br />2 Maintenance of Traffic <br />3 Cornrnercial Material for Driveway Maintenance <br />4 Traffic Control Officor <br />6 Work Zone Signs <br />6 Business Signs <br />7 Barrier Wall (Temporary) (F & 1) (Concrete) <br />8 Barrier Wall (Temporary) (Relocate) (Concrete) <br />9 Barricade (Temporary) (Types t, II, Di, VP & DRUM) <br />10 Barricade (Temporary) (Type III) (6') <br />11 Panels Arrow Advance Waming <br />12 High Intensity Flashing Lights, Temp -Type 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 />18 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 Superpavo Asph Conc (Traf C) (PG 76 -22) <br />25 Asph Conc Friction Course (Inc Bit/ Rubber) (FC -9.5) <br />26 Conc Class I (Retaining Walls) <br />27 Inlets (Curb) (Type P -2) ( <10') <br />20 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 />March 2007 <br />Addendum J>!4 <br />00300 -2 <br />Estimated <br />-. <br />1.00 <br />1.00 <br />250.00 <br />30.00 <br />1,332.00 <br />42.00 <br />984.00 <br />768.00 <br />12730.00 <br />74.00 <br />132.00 <br />676.00 <br />234.00 <br />14.00 <br />7.00 <br />112.00 <br />1380.D0 <br />6580.00 <br />657.00 <br />1612.D0 <br />160.00 <br />1.00 <br />10523.00 <br />578.78 <br />578.78 <br />7.00 <br />2 <br />1 <br />1 <br />1 <br />8 <br />7 <br />2925.00 <br />127.00 <br />17.00 <br />384 <br />3150.00 <br />Unit Unit Price <br />LS /qD X0.OD <br />LS vo <br />CY 5S•oo <br />MH Oo <br />ED <br />EA <br />LF <br />LF <br />ED <br />ED <br />ED <br />ED <br />EA <br />ED <br />LO <br />ED <br />LF <br />LF <br />LF <br />LF <br />EA <br />LS <br />SY <br />TN <br />TN <br />CY <br />EA <br />EA <br />EA <br />EA <br />LA <br />EA <br />LF <br />SY <br />SY <br />SY <br />SF <br />D'6 'S 5 <br />• DD <br />D 2� <br />y <br />I1.7S <br />3•Y D <br />p• 25" <br />/�OV• oa <br />OD <br />•�D <br />• 2� <br />/OS CK::) <br />/ 5_1 DD <br />Too, 00 <br />11 21U•00 <br />Estimate <br />Total <br />7/ M <br />o3 3 S-9D <br />j 31 7 -O c <br />y to z( <br />(S51• C)0 <br />20 <br />_3 SD <br />l7 •4 <br />%9n.00 <br />Iftv��U�l� <br />0�71 <br />to 15. <br />LeqqL)- <br />22 -•4zb• t <br />r <br />II Icils •c� <br />/1 17d, DO <br />11,[70.W <br />l/� yDV • o o <br />�/, '(00 . oc <br />I( (c 00 <br />-7SO DC <br />f:3- �5D <br />as�I o <br />oc <br />5 -7j <br />�• >s' <br />ssias� <br />03-4122.D. <br />v � � <br />