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' ENGINEER'S COST ESTIMATE
<br /> FOUNTAINS AT AMBER LAKES
<br /> 2/24/2005
<br /> I, John H. Blum, P.E. , a Florida Registered Engineer, License No. 45813 , do here certify that a cost estimate has been
<br /> prepared under my responsible direction for those remaining improvements listed below, and that the total cost estimated
<br /> for said improvements is $311 ,972.33 . This estimate has been prepared; i part, for the purposes of establishing proper
<br /> surety amounts associated with the approval by 'an River CountA of a'fmal plat for The Fountains at Amber Lakes.
<br /> �-
<br /> John H. Blum, P.E::#4581x. Date:
<br /> ITEM UNTI' SCHEDULE PERCENTI TOTAL BALANCE TO
<br /> NO. DESCRIPTION QUANTITY UNIT ' `PRICE . . a VAT,UE COMPLETE COMPLETE FINISH
<br /> WWWORK
<br /> 1 .01 16
<br /> , Grub, & Grind 38 Acres $ 1 ,890.00 $71 ,820.00 90% $649638 .00 $79182.00
<br /> 1 .02 Exc , k 141 ,022 C.Y. $ 1 .61 $227,045.42 95% $215,69 $ 119352.27
<br /> 1 .03 Embanl1 ent 1229699 C.Y. $0.21 $259766.79 100% ,766.79 $0.00
<br /> 1 .04 Grade R-O-W & Trac 67,423 S.Y. $0.79 $53 ,264. 17 94°/ $501068.32 $3 , 195.85
<br /> 1 .05 Grade Lots 81 ,266 S .Y. $0.63 $519197.58 6% $33 ,790.40 $ 17,407. 18
<br /> 1 .06 Sodding (Lake Area & Portion of T 332846 S.Y. $ 1 .26 $42,645. 43% $ 18,337.76 $24,308.20
<br /> 1 .07 Seed-N- Mulch 5,315 " S.Y. $0.47 8.05 0% $0.00 $29498 .05
<br /> 1 .08 Silt Fencing 1 L.S . $ 112581 .50 $ 119581 .50 100% $ 11 ,581 .50 $0.00
<br /> <ub $485,819.47 $4195875 .92 $653943 .55
<br /> 2.00 PAVING
<br /> 2.01 8" Stabilized Subgrade 16,503 S .Y. $ 1 .94 $32,01 . 100% $322015.82 $0.00
<br /> 2.02 6" Limerock/Coquina Base 14, 155 S .Y. $4.99 $70,633 .45 00% $70,633 .45 $0.00
<br /> 2.03 1 " S-3 Asphalt 139475 S.Y. $3 .05 $41 ,098.75 9 $39,043 . 81 $2,054.94
<br /> 2.04 Miami Curb 6,606 L.F. $7.88 $529055.28 100% 055.28 $0.00
<br /> 2.05 Modi •ami Curb 4,697 L.F. $7.88 $373012.36 100% $37,0 $0.00
<br /> 2.06 oncrete Border (Entry Circle) 278 S.Y. $28.35 $7,881 .30 100% $7,881 .30 $0.00
<br /> 2.07 Type 'D' Curb 265 L.F. $8.35 $29212.75 100% $2,212.75 .00
<br /> n my
<br /> , ,
<br /> • 4" Sidewalk 42106 S.Y. $31 .50 $ 129,339.00 0% $0.00 $ 129,339.00
<br /> $30892.35 $3892135 $9.00 .
<br /> Sub-Total $3799543 .06 $240,85 $ 138,688.29
<br /> 3.00 DRAINAGE
<br /> 3 .01 15" RCP L.F. $2 $5,975 .55 100% $5,975.55 $0.00
<br /> 3 .02 18" RCP 190 e5r $25 .20 $4,788.00 100% $4,788.00 $0.00
<br /> 3 .03 18" CAP 1 ,430 $26.25 $37,537.50 1000/0 $37,537.50 $0.00
<br /> 3 .04 24" CAPL.F. $3T.%54 $79749.00 100% $7,749.00 $0.00
<br /> 3 .05 23" x 14" ERCP 22 L.F. $39.90 77.80 100% $877.80 $0.00
<br /> 3 .06 Type 'C' Inlets I EACH $ 19155.00 $ 1 , 15 . 100% $ 19155 .00 $0.00
<br /> 3 .07 Type 'P' Curb Inlets 8 EACH $2, 100.00 $ 16,800.00 $ 16,800.00 $0.00
<br /> 3 .08 Yard Dra' 3 EACH $887.25 $2,661 .75 100% 1661 .75 $0.00
<br /> 3 .09 S 2 EACH $509.25 $ 1 ,018.50 0% $ 17018.50
<br /> u - o $78; 63 TOr-M.544:6G $i 04 .
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<br /> E V Ll 17,
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