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LEGEND LAKES PHASE 1
<br /> COST ESTIMATE
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<br /> II . SANITARY SEWER
<br /> a . Manholes j 12 each $ 21348. 50 $ 28 , 182. 00
<br /> b . 8 " PVC Sewer j 3255 LF $ 20. 85 $ 67 , 866 . 75 h�
<br /> c . Sin le Services w/ Pipe 3 33 each $ 350 .00 $ 11 , 550. 00
<br /> d . Double Services w/ Pie 2 each $ 300100 $ 600 . 00
<br /> 1 e . Lift Station A 3 1 LS $ 68, 875.00 $ 68 , 875 . 00
<br /> f. Force Main 1 LS $ 2, 135 .20 $ 2, 135 . 20
<br /> SUBTOTAL Sanitary Sewer $ 179 ,208 .95
<br /> III . STORM DRAINAGE
<br /> j a. . Junction Box 16 each $ 1 , 750. 00 $ 28 , 000 . 00
<br /> =b , lnlets j 28 each $ 11450 . 00 $ 40 , 600 . 00
<br /> c . Control Structure ? 1 each $ 21910. 00 $ 2, 910 .00
<br /> d . 36" ADS Pipe w/ collars ? 285 LF $ 55 . 00 $ 151675 . 00
<br /> r e . 30 " ADS Pipe ? 300 LF $ 30. 00 $ 99000900 I
<br /> I f. 24" ADS Pipe I 1012 LF $ 24 . 00 $ 24 , 288 . 00
<br /> ? 24 " RCP ? 616 LF $ 43 . 00 $ 26 , 488 . 00
<br /> j h. 15" RCP 9 468 LF $ 19 . 00 $ 8 , 892. 00
<br /> I . 12 x 18 RCP ? 125 LF $ 19 . 05 $ 21381 .25
<br /> j . 19 x 30 RCP 335 LF $ 23 . 00 $ 7 , 705 . 00
<br /> I k. 36" CAP 173 LF $ 40. 00 $ 6 , 920 . 00
<br /> I . 30" CAP 147 LF $ 30. 00 $ 4 , 410 . 00
<br /> ' m . 24 " CAP 278 LF $ 26 . 00 $ 79228 . 00
<br /> ? n . Outfall Flapper Valves 17 1 each 1 $ 1 , 650. 001 $ 28 , 050 . 00
<br /> SUBTOTAL Storm Drainage $ 2129547.25 ,
<br /> ? III . WATER DISTRIBUTION
<br /> a. 8 x 6 Tapping Sleeve & Valve 1 each $ 21850 . 00 $ 29850 . 00
<br /> Fb . 8 " DR18 PVC Pipe I 2980 LF $ 11 . 00 $ 32, 780 . 00
<br /> c . 6" DR 18 PVC Pipe 320 LF $ 10.00 $ 31200 . 00
<br /> ' d . Fire Hydrant Assembl4 each $ 1 ,450. 00 $ 51800 .00
<br /> e . 8' Gate Vives 6 each $ 900. 00 $ 59400 . 00 J
<br /> ? f. 6" Gate Valves 4 each $ 800. 00 $ 31200 . 00
<br /> g . Double Services 25 each $ 300 . 00 $ 71500 . 00
<br /> h . Single Services 12 each $ 275. 00 $ 31300 . 00
<br /> 1 I . Fittin s & Restrainers 1 LS $ 13 , 100.00 $ 13 , 100 . 00
<br /> �j . Fill & Flush Connection I 1 LS $ 2, 510 . 40 $ 21510 . 40
<br /> SUBTOTAL Water Distribution $ 799640 .40
<br /> ? IV, PAVING , CURBS , AND MARKINGS
<br /> a. 1 1 /2" Asphalt Type S-3 j 13119 SY $ 5. 27 $ 69 , 137 . 13
<br /> I b. 6 " Baserock j 13119 SY $ 5 . 37 $ 70 , 449 . 03 I
<br /> ? c. 8 " Stabilized Subgrade 14519 SY $ 2. 71 $ 39 , 346 . 49
<br /> d . Miami Curb ? 10300 LF $ 6 . 51 $ 67 , 053 . 00 `
<br /> ? e . Type D Curb 250 LF $ 8 . 55 $ 21137 . 50
<br /> ? f. Maintenance of Traffic 1 LS $ 11425 , 00 - $ 11425 . 00 E
<br /> J g . Sawcut / Remove Ex. As halt 1 LS $ 1 ,318. 13 $ 1 , 318 . 13
<br /> h . Markings and Signage 3 1 LS $ 11900. 00 $ 1 , 900 .00 ?
<br /> SUBTOTAL Paving , Curbs, & Markings $ 252 ,766 .28
<br /> E ' s PROJECT NUMBER : 00- 327
<br /> �El [ wa A
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