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Indian River Countv Department of Utilities <br /> COST ESTIMATE and CONTRACTOR'S BID ITEM LISTAttachment <br /> +��� � �} <br /> Project: CR 512 Phase III Roadway Improvements - Revised July 21 2006 1, 1. 1, <br /> Descri pion: Utility Relocations <br /> 31-Jul-06 LAROR COS'T'S MATERIAL COSTS <br /> Bid Bid Item Estimated Unit of Labor Unil Total Labor Material Unit Total Material <br /> Item No. Description Quantity Measure Price Price Price Price <br /> Bid Item U-27 Potable Water Main Adjustment Assembly 16" 1 EA <br /> DIP (include (4) 45 Bend) <br /> 05f Install 16" 1IDPE by Open Cut 26.0 LF $ 100.00 $2,600.00 57.94 1 ,506.44 <br /> 06 Install Mechanical Restrained Joint Fittings 1 .06 TON $ 1 ,665 .00 $ 1 ,764.90 3,500.00 3,710.00 <br /> 7c Install Mechanical Restraint Joint on Existing 16" Main 2.0 EA S55200 $ 1 , 100.00 55.00 110.00 <br /> 09 Make Connection to Existing Main 2.0 EA $795.00 $ 1 ,590.00 1 ,500.00 3,000.00 <br /> 23 Test Holes/Potholes 2 EA $200.00 $400.00 0.00 <br /> Bid Item U-28 Potable Water Main Adjustment Assembly 20" <br /> DIP (include (4) 45 Bend) 2 EA <br /> 052 Install 20" HDPF. by Open Cut 60.0 LF $ 105.00 $6,300.00 79.25 4,755 .00 <br /> 06 Install Mechanical Restrained Joint Fittings 1 .60 TON $ 1 ,665.00 $2,664.00 3,500.00 5,600.00 <br /> 7d Install Mechanical Restraint Joint on Existing 20" Main 4.0 EA $600.00 $2,400.00 55 .00 220.00 <br /> 09 Make Connection to Existing Main 4.0 EA $795 .00 $3, 180.00 1 ,500.00 6,000.00 <br /> 23 Test Holes/Potholes 4 EA S200.00 $800.00 0.00 <br /> Bid Item IJ-29 - 20" x 8" Wet Tap w/ Valve & Box 1 EA <br /> 12e Stainless Steel Run 16" - 24" 1 EA $900.00 $900.00 4,574.00 4,574.00 <br /> 13g Tap 20" Main 1 EA $ 1 ,200.00 $ 1 ,200.00 1 ,600.00 1 ,600.00 <br /> 23 TestHoles/Potholes 2 EA $200.001 $400.00 0.00 <br /> 45 Install Asphalt Cement Replacement over FnII 'IFench Width 400 SY $20.00 S8,00000 6.39 2,556.00 <br /> 46 Remove, Dispose of and Replace Rock Base 400 SY $ 10.00 54,000.00 10.00 4,000.00 <br /> 47 Rcmove, Dispose of and replace Stab. Subgrade 400 SY S6.00 52,400.00 6.00 2,400.00 <br /> 60b Sod and topsoil 710 SY $6.00 $4,260.00 2 .65 1 ,881 .50 <br /> 76 Record Drawings 1 LS S5 ,000.00 $5,000.00 0.00 0.00 <br /> Subtotal Subtotal Labor 5234,476.75 $229,662 .27 <br /> Subtotal Subtotal labor, Mob., Demob., MOT, Materials, & Permitting 5248,545 .36 <br /> Force Acent. IRCDUS Contingency Account for additional MOT Devices as I Allowance 10% 524,854.54 <br /> Required by Owner and General Contractor <br /> SubTotal abor Cost $273,399.89 Subtotal Material Casts $229,662.27 <br /> TOTAL PROJECT COST $503,062.16 <br />