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I IVIY I IIY \] I VIN f Lf'J..:C JVuVIv 10IV1Y
<br /> COMPLETE COST ESTIMATE .
<br /> ITEM Quantity Unit Cost Total Cost % Complete To be Completed
<br /> 1. General Conditions
<br /> a. Mobilization- General Conditions 1 $ ' . 71692.00 1 $ 7s612.001 90.0% $ 761 .20 'U
<br /> b. Entrances 1 $ 10,000.00 $ 10,000.00 90.0% $ 1 ,000.00
<br /> c. Site Cleanup1 $ 10,000.00 $ 10,000.00 80.0% $ 2,000.00
<br /> d. PowerCore (Utility Crossing) 1 $ 35,472.00 $ 35,472.00 50.0% $. . 17,736.00
<br /> e. PowerCore FP&L 1 $ 41 ,968.00 $ 41 ;968.00 100.0% $
<br /> TOTAL GENERAL CONDITIONS TO BE COMPLETED $ 219497.20
<br /> II. EARTHWORK "
<br /> a. Clearing: 27 Acres $ 5,821 .19 $ 157,172.00 100.0% $
<br /> b. Lake Excavation 65000 CY $ : " 2.13 $ 138;450.00 100.0°h $
<br /> c. Site Cut fill and Grade 54000 SY $ 0.92 $ 49,680.00 90.0% $ 41968.00
<br /> d . Rear Lot Gradin 18000 SY $ 0.74 $ ' 13,320.00 90.0% $: 11332.00
<br /> e. Stripping 2450 CY $ 1 .38 $ 3,063.00 p 100.0% $
<br /> f. Perimeter Fence 8306 LF $ 9.39 $ 78,000.00 90.0% $ 7,800.00
<br /> Sidewalks . : vi'
<br /> 1 . 59tfi ST 5096 SF $ 2.70 $ 13,759.20 50.0% $ 6,879.60 ! �
<br /> 2. 58th AVE 5865 SF . $ 2.70 $ . 1'5,835.50 90.0°h $' 1 ,583.55 '
<br /> h. Construction Entrance 1 LS $ . 32, 173.00 $ 32,173.00 100.0°h $
<br /> I. Wall 1714 LF $ 70.00 $. 120,000.00 1 90.0% 1 $ 12,000.00
<br /> Silt Fence 7060 LF : $ 0.65 1 $ - 41589.00 1 0.0% 1 $ 41589.00
<br /> k. Landscaping
<br /> 1 . Sodding 58th Ave 6154 SY $ . 1 .80 $ 11;077.20 90.0% $ : 11107.72
<br /> 2. Irrigation 1 LS $ 31 ,600.00 $ 31,600.00 90.0% $ 31160.00
<br /> 3. Sod Lake bank tops & sidewalks 2564 SY $ 1 .80 $ 4,615.20 50.0% $ 2,307.80
<br /> 4. Remove Invasive Species 1 LS $ 39,000.00 - $ 39r000.00 1 100.0% $
<br /> 5. Buffers and plantings " 1 LS $ 671052.00 $ 67,052.00 0. 0% $ 67,052 00
<br /> TOTAL EARTHWORK TO BE COMPLETED $ 112,779,47 h'
<br /> III. PAVEMENT I CURB I STRIPING
<br /> a. Stabalization 8 26780 Syr $ 3.03 $ 81 , 143.00 90.0% $ - 8,114.30
<br /> b. Coquina rock 6'. 22100 SY $ : 8.73 $. . 192,933.00 : 90.0% r $ 19,293.30
<br /> c. Asphalt Pavement 1 " 22000 SY $ 4.97 $ 109,340.00 90.0% $ 10,934.00
<br /> d. Valley Curb17765 LF $ 11 .00 $ 195,415.00 90 .0% $ . 19,541 .50
<br /> e. Pavement Markings 1 LS $ 10,907.00 $ : .. 10,907.00 0.0% $ . ' 10,907.00
<br /> f. Security Access 1 LS $ 601000.00 $ - . . 60,000.00 0.0%° $ 603000.00
<br /> Street Li ht' 23 EA ' .$ : 11200.00 $ : ' 271600.00 0.0% $ 27,600.00 I Z
<br /> h .T e D Curb 800 LF ' $. 10.00 $ 81000.00 100.0% $ '
<br /> TOTAL PAVEMENT / CURB I STRIPING COMPLETED $ 156,390.10
<br /> IV. 59th ST. IMPROVEMENTS
<br /> a. Gradin 4400 SY F$ 8640.2060
<br /> $ 5,544.00 90.0% $ 554.40
<br /> b. 12" Staballzation 1717 SY $ 71949.71 90.0% $ 794.97
<br /> c. 8" Co ulna Rock 1542 SY $ 17,918.04 90.0% $ 11791 .80
<br /> d. 2.5" Asphalt Pavement 1542 SY : $ ' 20,292.72 0.0% $ 20,292.72
<br /> e. B" Stabalization Shoulder 3B8 SY $ 11164.00 90.0% $ 116.40
<br /> f. 6" Coquina Rock Shoulder 388 SY $ 21910.00 90.0% $ : 291 .00
<br /> d. 1 " Asphalt Pavement Shoulder . 386 SY $ 2,328.00 0.0% $ 2,328.00 �j
<br /> e. Pavement Markings 1 LS $ 880.00 0.0% $ 880.00
<br /> f. Type "C" Inlets 3 EA $ 11300.00 $ 3,900.00 90.0% $ 390.00
<br /> g. Headwalls 3 EA $ 31500.00 $ 10,500.00 90.0% $ 1 ,050.00 I Z
<br /> h. 12" CMP30 LF $ 17.50 $ 525.00 90 .0% $ 52.50
<br /> I. Sod 1500 SY $ 1 .80 $ 21700.00 50.0% $ . 11350.00
<br /> m. Rock Tapers 59th Ave 123 SY $ 11 .62 $ 1 ,429.26 90.0% $ 142.93
<br /> n. to
<br /> ock Ta ers 59th St 198 SY $ 11 .62 $ 21300.76 90 .0% $ 230.08
<br /> o. Rock Ta ers (58th Ct 123 SY $ 11 .62 $ 1 ,429.26 90.0% $ 142.93
<br /> TOTAL PAVEMENT/CURB/STRIPING TO BE COMPLETED $ r 301407.72
<br /> Engineers Project Number: 05-790 'tXH1BI :'Aa Page 1
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