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<br />e <br /> <br />e <br /> <br />EXHIBIT "B" <br /> <br />CANIFF ROAD - COST OF IMPROVEMENTS <br /> <br />INITIAL 100 FEET 32' WIDE CONCRETE WITH CURB AND GUTTER <br /> <br />DESCRIPTION QUANTITY UNIT COST TOTAL <br />Excavate & Salvage Existing Limestone . 80CY $10 $800 <br />Lime Stabilized Subgrade 400 SY $2.50 $1000 <br />Lime Slurry 10 Tons $95 $950 <br />Concrete 7" Thick 356 SY $23 $8,188 <br />Draiange Inlets 2 Each $1600 $3200 <br />Curbs 200 LF $2.40 $480 <br />Mobilization 1 $8,000 $8,000 <br /> SUBTOTAL $22,618 <br />10% Contingency I $2,262 <br /> GRAND TOTAL 1 $24,880 <br /> <br />REMAINING 1600 FEET 28' WIDE FLEXIBLE BASE WITH HOT MIX ASPHALTIC CONCRETE <br />AND OPEN DITCHES <br /> <br />DESCRIPTION QUANTITY UNIT COST TOTAL <br />Excavate & Salvage Existing Limestone 1235 CY $10 $12,350 <br />Lime Stabilized Subgrade 4,978 SY $2.50 $12,445 <br />Lime Slurry 87 Tons $95 $8,265 <br />Replace Base Material 2,444 Tons $12 $29,328 <br />Hot Mix Asphaltic Concrete 2" Thick 4,978 SY $1600 $52,766 <br />Regrade Ditches 3200 LF $2.34 $7,488 <br /> SUBTOTAL $122,642 <br />10% Contingency I $12,264 <br /> GRAND TOTAL 2 $134,906 <br /> <br />COST OF IMPROVEMENTS = GRAND TOTAL 1 + GRAND TOTAL 2 <br />= $159,786 <br />