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EXHIBIT " D" <br /> INTERSECTION IMPROVEMENTS <br /> (COST ESTIMATES & FAIR SHARE COMPUTATION) <br /> BRADFORD PLACE <br /> COST ESTIMATE <br /> OFF-SITE TURN LANE IMPROVEMENTS <br /> Description Unit Quantity Unit Cost Total Cost <br /> c <br /> Mobilization LS 1 $2 , 500 . 00 $2 , 500 . 00 <br /> Maintenance of Traffic LS 1 $82000 . 00 $81000 . 00 <br /> Ex. Pvmt Excavation & Disposal SY 215 $7 . 00 $ 1 , 505 . 00 <br /> Curb & Gutter (Type F) LF 385 $ 10 . 00 $3, 850 . 00 <br /> Inlet (Type 6) UNIT 1 $29400 . 00 $21400 . 00 <br /> 15" RCP Storm Culvert LF 100 $30 . 00 $31000 . 00 <br /> Concrete Sidewalk (5' Wide) SY 20 $ 18 . 00 $360 . 00 <br /> 12" Stablilzed Sub-Grade SY 815 $5 . 00 $4 , 075 . 00 <br /> 8" Rock Base SY 690 $8 . 75 $6, 037 . 50 <br /> Asphalt 2 1 /2" S- 1 SY 690 $8 . 50 $5 , 865 . 00 <br /> Pavement Marking & Signs LS 1 $29500 . 00 $21500 . 00 <br /> Sod (Bahia) SY 850 $2 . 00 $ 1 , 700 . 00 <br /> Sub-Total $419792.50 <br /> Contingincies 15% $6, 268o88 <br /> Total Construction Cost w/ Contingincies $48, 061 .38 <br /> Surveying & Engineering 15% $7220911 <br /> Total Project Cost $55, 707757871 <br /> Mobilization LS 1 $2 , 500 . 00 $21500 . 00 <br /> Maintenance of Traffic LS 1 $6 , 000 . 00 $6 , 000 . 00 <br /> Ex . Pvmt Excavation & Disposal SY 215 $7 . 00 $ 1 , 505 . 00 <br /> Curb & Gutter (Type F) LF 385 $ 10 .00 $3 , 850 . 00 <br /> Inlet (Type 6) UNIT 1 $2 , 400 . 00 $2 , 400 . 00 <br /> 15" RCP Storm Culvert LF 100 $30 . 00 $3 , 000 .00 <br /> Concrete Sidewalk (5' Wide) SY 20 $ 18 . 00 $360 . 00 <br /> 12" Stablilzed Sub-Grade SY 815 $5 . 00 $4 , 075 . 00 <br /> 8" Rock Base SY 690 $8 . 75 $6 , 037 . 50 <br /> Asphalt 2 1 /2" S- 1 SY 690 $8 . 50 $5 , 865 .00 <br /> Pavement Marking & Signs LS 1 $2 , 500 . 00 $21500 . 00 <br /> Sod (Bahia) SY 850 $2 . 00 $ 1 , 700 . 00 <br /> Sub-Total $39, 792 .50 <br /> Contingincies 15% $50968088 <br /> Total Construction Cost w/ Contingincies $459761 .38 <br /> Surveying & Engineering 15% 6 864.21 <br /> Total Project Cost $52, 625o58 <br /> 9 <br />