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EXHIBIT B <br /> EXHIBIT B <br /> PROJECT COST ESTIMATING <br /> Project : 13th Lane Water Main Extension MBV Job #05-420 <br /> Description : Construct 6" Diameter PVC Water Main in 13th Lane and Abandon 6" Asbestos-Concrete Line on Private Property <br /> Date : 8/10/07 <br /> Estimate Costs <br /> Bid Item Estimated Unit of Unit Total <br /> Description Quantity Measure Price Price <br /> EARTHWORK <br /> Mobilization/Demobilization 1 LUMP SUM 51 ,000.00 51 ,000 <br /> Maintenance of Traffic I LUMPSUM 51 ,500.00 $ 1 ,500 <br /> Site Preparation I LUMP SUM 51 ,000.00 $ 1 ,000 <br /> Pavement Removal 175 SY S2.00 $350 <br /> Regular Excavation 234 CY SL75 $410 <br /> Silt Fence 800 LF S1 .50 $ 1 .200 <br /> Turbidity Barriers 50 LF $6.00 $300 <br /> Final Gradine and Restoration 4,260 SY $0.40 $ 1 ,704 <br /> Seed and Mulch 1654 SF $0. 10 $265 <br /> WATER DISTRIBUTION <br /> 6" PVC C900 DR- 18 Water Main 843 LF $7.50 $6,323 <br /> 6" Gate Valve 4 EA S500.00 $2,000 <br /> D. I. Fittings 1 I LUMP SUM $2.000.00 $2,000 <br /> 6" Line Stops 2 EA $2,000.00 $4,000 <br /> Restraining 1 LUMP SUM $2,500100 $2,500 <br /> MISCELLANEOUS <br /> 4" Thick Sidewalk 200 SF $2.00 $400 <br /> 6' Chain Link Fence Replacement 225 LF $8. 00 1 .80011 <br /> Re alar Du 3" Type S Asphalt 175 SY $ 16.00 $2,800 <br /> PERMITTING <br /> Permit Fee - FDEP Water Distribution I Allowance $250.00 S2501 <br /> —_ I <br /> Total Est. Construction Cost : 529,80111 <br /> Contingency Account (by Change Order)l 10.00% 52,980 <br /> Surveying Services : 4.00% $ 1 , 192 <br /> Field Survey - SO <br /> Title Search - So <br /> Easement Description - SO <br /> Land / ROW Acquisition - soI <br /> Design Servicesr2 8.00% 52384 <br /> Ref: ASCE, Figure 2 - Curve B <br /> Permitting Services n 1 .50% $447 <br /> Biddin > & Award Services a> 0. 75% $224 <br /> Advertisement - $0 <br /> Printing - $0 <br /> Postage & Mailings - $0 <br /> Services During Construction (c� 3 .00% $894 <br /> ESTIMATED PROJECT COST : $37,922 <br /> Slewn-DIi brarynz EV ISCD Cast [st 9 10-1)-, x1s <br />