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Cost Estimate for
<br /> Ashley Lakes Subdivision
<br /> CONSTRUCTION COST ESTIMATE ASHLEY LAKES SUBDrvisiON FOR BOND 2/3/2005
<br /> UNIT UANTIfY 1 UNIT PRICE TOTAL. COMPLETE AMOUNT REMAINING
<br /> bilization
<br /> NIo 7iz2tion LS 1 $ 12,000.00 1 $ 12 ,000.00 50% $ 61000. 00 S 62000 0
<br /> Subtotal S 12,000 .00 $ 6 ,000.00 S 62 . 00
<br /> Sanita wer
<br /> B" PVC D 35 (Grreen) 0'-06' IF 1950, S 16.50 S 32, 175.00 95% 530,566 .25 $ 1 ,608 .75 r.
<br /> SMH D -6'' EA 7 S 1 .800.00 S 12,600.00 95% $ 11 ,970.00 630.00 }
<br /> SMH G'-8' EA 2 S 23159.00 S 41318.00 95% 54, 102. 1 $ 215.90
<br /> SMH 8'-10' EA 3 S 211660.00 S 711980 .00 95% 57,581 $ 399.00
<br /> Double Service EA 16 S 425.00 S 61.800.00 95% S6) DO $ 340.00
<br /> Singler Service EA 4 $ 375.00 S 17500.00 950/0 $ ,425.00 S 75.00
<br /> Dewater & TV lints LF 1 ,950 S 1 .20 S 2,340.001 95% 2,223.00 S 11700
<br /> Tie into Existing MH EA 1 S 400.00 $ 400.00 95% $380.00 S 20.00
<br /> Subtotal S 687113.00 $643707 .35 S 31405.65
<br /> Water
<br /> 6" C-900 EA 2180 S 9.50 S 209710.00 90%
<br /> Y18,639.00 S 2,072 .00
<br /> 8" C-900 540 S 14.00 S 7 ,560.00 /i S6,804A0 S 756 .00
<br /> Fire Hydrant Assembly EA 2 S 2,800.00 S 5,600.00 0°/a wL $5,040.00 S 560.00
<br /> 2" Blow off EA S S 450.00 S 4250.00 90% $2,025 .00 S 225.00
<br /> 2" Jumper EA 4 S 780.00 $ 3,120.00 $2,808.00 S 312 .00
<br /> 6" Gate Valve & Box EA S 755.00 $ 79550. 90% $6,795.00 S 755 .00
<br /> 8 " Gate Valve & Box LF 1 $ 955 .00 S 95 .00 90% 5859.50 5 95.50
<br /> Sample Points LF 1 S 350.00 S 50.00 906/6 5315.00 S 35.00
<br /> Single Water Services EA 61 350 .00 S A100.00 90019 $ 1 ,890.00 $ 210.00
<br /> Double water Services EA 15 $ 475 .00 7, 125 .00 90% $69412 .50 S 712.50
<br /> Cotuteet to exist at Arffi1ia S/D RL 2 $ 400.00 S 800 .00 900/0 $720.00 S 80.00
<br /> 6" MJ 22 .5 Bend RL 10 S NQ 64.V $ 10640.00 90°/. $ 1 ,476.00 $ 164.00 � 5
<br /> 6 "X6" Tee EA 1 S 2 .00 S 247 .00 90°/. $ 24 . )0 l
<br /> 5222 .30 ?) r
<br /> 6 " M] Sleeve EA 2 S 69. S 338.00 90°/. S304.20 S 33.80
<br /> 8" Ml Sleeve EA 1S 216.00 S 216.00 90% 5194 .40 S 21 .60
<br /> 8 "X6" MJ Anchor EA 1 $ 496. 13 % 496.73 90% 5447 .06 S 49.67
<br /> 6" MJ 45 Bend EA 9 104 160.75 S 11446.75 90% SL302.081 S 144 . 68
<br /> 6"X6 " M1 Anchor Rtee EA 3 S 275 .00 S 45.00 90% $580.50 S 64.50
<br /> 6' Megalug EA 51 S 52.00 S 2,6 . 00 90% 52,386 .80 S 265 .20
<br /> 8 " Megalug EA S 77.00 $ 308. 90% $277 .20 $ 30.80
<br /> 6 " Beel Harness EA 28 S 90.00 S 2,520.00 90% $2,268.00 S 252.00
<br /> ' Bell Harness EA 6 $ 150.00 $ 900.00 90% 5810.00 S 90 .00
<br /> Subtotal S 699529 .48 $62 ,576.53 $ 6,952.95
<br /> Storm Sewer
<br /> Control CLTllCtllrG II S 19200.00 S 1 ,200 ,00 50° $600.00 $600.00
<br /> Junction ManholeLF 4 $ 1 ,650.00 $ 61600.00 35% $2,310. 00 $4,290.00
<br /> Modified Miami Inlet FL 10 S 11950.00 S 192500.00 70% $ 13 ,650.00 $53850.00
<br /> Type C Inlet FL 5 S 950 .00 S 49750.00 801% $3,800.00 5950.00 .
<br /> 12" N- 12 Ultra FL 580 S 13 . 50 S 7, 830.00 800/6 $6r264.00 511566. 00
<br /> 15" N-12 Utm EA 280 S 14.90 S 4, 172.00 800A ,337.60 $834 .40
<br /> I FIN-1 2 Utrz LF 1540 S 16.30 S 25,410.00 80% $20,498.00 $S ,082.00
<br /> 24"112 Utra LF 240 $ 24.00 S 5,760.00 80% 54,60 00 51 , 152.00
<br /> 12" BCCMP LF 20 S 27 .75 S 555.00 80°i. S444Aq 5111 .00
<br /> Mitered End LF 1 S 650.00 $ 650.00 0% S0.0D $650.00
<br /> 18" BCC EA 240 S 30.75 S 71380.00 80% 55,904 .00 51 ,476.00
<br /> 72 " RCP EA 104 S 250.00 S 26,000.00 80% 420,800.00AS3
<br /> End Is EA 2 S 10,500.00 $ 21 ,000.00 BO% $ 16,800.00
<br /> Rc vc 48" CMP EA 1 S 19500.00 $ 1 ,500.00 80% 51 ,200.00subtotal S 132,307 .00 $ 100,045.60
<br /> LSI mIT' _ orAIII.
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