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_ - - HUNTINGTON PLACE SUBDIVISION
<br /> COMPLETE COST ESTIMATE _
<br /> ITEM Quantity _ Unit Cost Total Cost % Com lets Tobe Com leted
<br /> I. General CondtUons - -
<br /> a. Mobilization - General Conditions 1 $ 7612.00 $ 7,612.00 1 90.0% 1 $ 761 .20 bQ
<br /> b. Entrances 1 $ 10,000.00 $ 10,000.00 90.0% $ 1 ,000.00
<br /> c. Site Cleanup 1 $ 10,000.00 $ 10,000.00 80.0°% $ 2,000.00 fri5� 5
<br /> d. PowerCore (Utility Crossing) 1 $ 35,472.00 $ 35,472.0050.0 17,736.00
<br /> e. PowerCore FP&L 1 $ . 41 ,968.00 $ 41 ,968.00 100.0°� $
<br /> TOTAL GENERAL CONDITIONS TO BE COMPLETED $ 21 ,497.20
<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% $
<br /> c. Site Cut fill and Grade 54000 SY $ 0.92 $ - 49,680.00 90.0% $ 4,968.00
<br /> d. Rear Lot Grading 18000 BY $ 0.74 1 $ - 13,320.00 90.0% $ 1 ,332.00
<br /> a- 2
<br /> in - 2450 CY $. 1 .38 $ 3,053.00 100.0% $ -
<br /> T Perimeter Fence . - 8306 LF $ 9.39 $ 78,000.00 90.007 $ - 7,800.00
<br /> . Sidewalks
<br /> 1 . 59th ST 5096 SF $ 2.70 $ 13,759.20 50.0% 1 $ 6,879.60r�G.
<br /> 2. 58th AVE - 5865 SF $ 2.70 $ 15,835.50 90.0% $ 11583.55
<br /> h. Construction Entrance 1 LS _ $ 32, 173.00 1 $ 32, 173.00 100.0% $
<br /> i. Wall 1714 LF $ 70.00 1 $ 120,000.00 9().()% l $ 12,000.00
<br /> j. Silt Fence 7050 LF - $ 0.65 I $ 4,589.00 0.0°% I $ 4,589.00 12 _
<br /> k. Landscaping -
<br /> 1 . Sodding 58th Ave 6154 SY $. 1 .80 1 $ - 11 ,077.20 1 90.0% $ 1 , 107.72
<br /> 2. Irrigation - 1 LS $ 31 ,600.00 $ . . 31 ,600.00 90.0°% $ - 3,160.00
<br /> 3. Sod Lake bank tops & sidewalks 2564 SY $ 1 .80 $ 4615.20 50.0°% $ - - 2,307.60
<br /> 4. Remove Invasive Species - ` 1 LS $ 39,000.00 1 $ 39,000.001 100.0% $ � ' _ j,
<br /> 5. Buffers and plantings - 1 LS $ 67,052.00 $'. 67,052.00 0.0% $ 67,052.00 op
<br /> TOTAL EARTHWORK TO BE COMPLETED $ 112,779.47
<br /> III. PAVEMENT / CURB / STRIPING - -
<br /> a. Stabalization 8" 26780 SY $ 3.03 $ 81 ,143.00 90.0% $ . 8, 114.30
<br /> b. Coquina rock 6" 22100 SY $. 6.73 $- 192,933.00 90.0% $ 19,293.30 Q (7�
<br /> C. Asphalt Pavement 1 " 22000 SY $ 4.97 $ 109,340.00 - 90.0% $ 10,934.00 o
<br /> d. Valle Curb 17765 LF $ 11 .00 $ -T9-5',415 00 ''90.0% $ 19,541 .50 Vjv I
<br /> e. Pavement Markings 1 LS $ ' . 10,907.00 $ 10,907.00 0.0% $ . 10,907.00
<br /> f. Secun Access 1 LS $ 60,000.00 $ 60,000.00 0.0°% $ 60,000.00 �� . Db
<br /> .Street Li hts 23 EA $ 1 ,200.00 $ ' 27,600.00 0.0°% $ 27,600.00 t Z
<br /> h.Typ8 0 Curb 800 LF $ - 10.00 1 $ 8,000.00 100.0% $
<br /> TOTAL PAVEMENT / CURB I STRIPING COMPLETED $ 156,390.10
<br /> IV. 59th ST. IMPROVEMENTS
<br /> a. Grading 4400 SY $ - 1 .26 1 $ - 5,544.00 90.0°% $ 554.40
<br /> b. 12" Stabalization 1717 BY $ 4.63 $ 7,949.71 90.0°% $ 794.97
<br /> c. 8" Coquina Rock 1542 BY $ 11 .621 $ 17,918.04 90.0°% $ 1 ,791 .80
<br /> d. 2.5" Asphalt Pavement 1542 BY $ 13. 16 1 $ 20;292.72 0.0°% $ 20,292.72
<br /> e. 8" Stabalization Shoulder 388 BY - $ 3.00 1 $. 11164.00 90.0°% $ 116.40
<br /> f. 6" Coquina Rock Shoulder 388 BY $ - 7.50 $ 2,910.00 90.0% $ . 291 .00
<br /> d. 1 " Asphalt Pavement Shoulder 388 SY $ 6.00 $ 2,328.00 0.0°% $ 2,328.00
<br /> e. Pavement Markings 1 LS $ 880.00 $ '880 00 0.0°% $ 880.00
<br /> f. Type "C" Inlets 3 EA $ 1 ,300.00 $ 3,900.00 90.0°% $ 390.00. vU
<br /> g. Headwalls 3 EA - $ - . 3,500.00 $ 10,500.00 90.0°% $ 11050.00
<br /> h. 12" CMP 30 LF $. 17.50 $ 525.00 . 90.0°% $ 52.50
<br /> 1. Sod - 1500 BY $ - 1 .80 $ 2,700.00 50.0°% $ . 1 ,350.00
<br /> m. Rock Tapers 59th Ave 123 SY $ 11 .62 $ 11429.26 90.0% $ 142.93
<br /> n. Rock Tapers 59th St 198 SY $ 11 .62 $ 2,300.76 90.0°% $ 230.08
<br /> o. Rock Tapers 58th Ct 123 BY 1 $ 11 .621 $ 1 ,429.26 90.07/0 $ 142.93
<br /> TOTAL PAVEMENT/CURB/STRIPING TO BE COMPLETED $ 30,407.72
<br /> Engineers Project Number: 05-790 I EXHMr `NA'" Page 1
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