HomeMy WebLinkAboutWPO201400070 Bond Estimates Bond Estimate 2014-11-11Project Name: Faith Christian Center International -VSMP WPO201400070
WPO file number: WPO201400070
Stormwater Management Plan Bond Estimate
Item Item No.Unit Unit Cost Cost
Number (installed)
1 Two (2)-3 line: 48" DIA/60"DIA) detention facilities -estimate (labor & materials), per FCCI site contractor 1 LS $155,000.00 $155,000.00
[email: Dr. W. Frye, Pastor, FCCI -11/3/2014 10:16 AM]
2 Filterra unit - 6' × 4' (-ref Mfr. pricelist, Fri 11/7/2014 4:42 PM e-mail attachment [DG/Van Dine Plaza])7 EA $9,600.00 67,200.00
3 Filterra unit - 4' × 8' (-ref Mfr. pricelist, Fri 11/7/2014 4:42 PM e-mail attachment [DG/Van Dine Plaza])1 EA $10,300.00 10,300.00
4 Filterra unit - 6' × 8' (-ref Mfr. pricelist, Fri 11/7/2014 4:42 PM e-mail attachment [DG/Van Dine Plaza])1 EA $13,650.00 13,650.00
5 Filterra unit - 6' × 10' (-ref Mfr. pricelist, Fri 11/7/2014 4:42 PM e-mail attachment [DG/Van Dine Plaza])1 EA $17,100.00 17,100.00
6 Filterra installation: 30% of the price of Filterra units *1 LS 30% Material 32,475.00
7 drop inlet or grate (DI-3 INLETS -companion to Filterra units)10 EA $3,500.00 $35,000.00
8 pipe, rcp, cmp, HDPE, or RCP (15 to 48") -'C' and 'E' Line storm 15.0 in d 215 LF $35.00 $7,525.00
9 pipe, rcp, cmp, HDPE, or RCP (15 to 48") -'C' and 'E' Line storm 18.0 in d 85 LF $40.00 $3,400.00
10 pipe, rcp, cmp, HDPE, or RCP (15 to 48") -'C' and 'E' Line storm 24.0 in d 12 LF $50.00 $600.00
11 trees (Filterra: crepe myrtle)10 ea $150.00 $1,500.00
12 mobilization $500.00
13 as-built drawings (per facility)1 ea $2,000.00 $2,000.00
14 materials testing (per facility)0 ea $2,000.00 $0.00
15 compaction testing (per dam)0 ea $5,000.00 $0.00
* ref e-mail/spearate project -Collins Engineering, Briarwood -Wed 8/13/2014 12:33 PM cost sum $346,250.00
proj mgmt $51,937.50
contingency $39,818.75
11/11/14, JEA
Total $438,010
11/10/2014
Project Name: Faith Christian Center International -VSMP WP0201400070
WPO file number: WP0201400070
Erosion and Sediment Control Bond Estimate
Item
Item
No. Unit
Unit Cost
Cost
Number
installed
1
stablization (PS, TS)
6.2 acres
$5,000.00
$31,000.00
2
silt fence (SF)
700.0 ft
$5.00
$3,500.00
3
safety fence (SAF)
0.0 ft
$5.00
$0.00
4
diversion (DD, FD, RWD)
1080 ft
$13.00
$14,040.00
5
temporary slope drain (TSD)
pipe length
0 ft
pipe diameter
15 in
$35.00
$0.00
6
earthwork for trap /basin (sediment trap #1)
7
height of dam at toe
3.6 ft
cut at high side
8 ft
8
height of fill at face
2 ft
cut at face
5 ft
9
length of dam
136 ft
length of cut
116 ft
10
top width
2.5 ft
width of cut
4 ft
11
(area above transition
13 sf
(area below transiti(
70 sf
12
(total width of dam)
7.2 ft
(total width of cut)
30 ft
13
(height below transitio
1.6 ft
(depth below transit
3 ft
14
(area below transition
3.2 sf
(area above transiti,
36 sf
15
(total fill volume)
81.6 cy
(total fill volume)
455.4 cy
16
length of spillway
14.5 ft
(TOAL CY estimate
483 cy
$13.00
$6,279.00
17
width of spillway
9.6 ft
(spillway stone tons
8 tons
$50.00
$400.00
18
structures for trap #1
NA
19
earthwork for trap /basin (sediment trap #2)
20
height of dam at toe
2.5 ft
cut at high side
19 ft
21
height of fill at face
1.5 ft
cut at face
6 ft
22
length of dam
118 ft
length of cut
174 ft
23
top width
3 ft
width of cut
10 ft
24
(area above transition
9 sf
(area below transiti(
132 sf
25
(total width of dam)
5 ft
(total width of cut)
60 ft
26
(height below transitic
1 ft
(depth below transit
13 ft
27
(area below transition
1.5 sf
(area above transiti,
221 sf
28
(total fill volume)
45.9 cy
(total fill volume)
2274.9 cy
29
length of spillway
17 ft
(TOAL CY estimate
2290 cy
$13.00
$29,770.00
30
width of spillway
18 ft
(spillway stone tons
17.6 tons
$50.00
$880.00
31
structures for trap #2
NA
32
earthwork for trap /basin (sediment trap #3)
33
height of dam at toe
4 ft
cut at high side
14.5 ft
34
height of fill at face
2 ft
cut at face
5.5 ft
35
length of dam
124 ft
length of cut
124 ft
36
top width
3 ft
width of cut
8 ft
37
(area above transition
14 sf
(area below transiti(
104.5 sf
38
(total width of dam)
8 ft
(total width of cut)
48 ft
39
(height below transitic
2 ft
(depth below transit
9 ft
40
(area below transition
4 sf
(area above transiti,
135 sf
41
(total fill volume)
82.7 cy
(total fill volume)
1099.9 cy
42
length of spillway
17 ft
(TOAL CY estimate
1127 cy
$13.00
$14,651.00
43
width of spillway
13 ft
(spillway stone tons
12.7 tons
$50.00
$635.00
44
structures for trap #3
NA
45
earthwork for = /basin (sediment trap #4)
46
height of dam at toe
2 ft
cut at high side
10.5 ft
47
height of fill at face
2 ft
cut at face
5.5 ft
48
length of dam
118 ft
length of cut
174 ft
11/10/2014
Project Name: Faith Christian Center International -VSMP WP0201400070
WPO file number: WP0201400070
Erosion and Sediment Control Bond Estimate
Item
Item
No. Unit
Unit Cost
Cost
Number
installed
49
top width
3 ft
width of cut
8 ft
50
(area above transition
14 sf
(area below transitic
104.5 sf
51
(total width of dam)
4 ft
(total width of cut)
40 ft
52
(height below transitic
0 ft
(depth below transit
5 ft
53
(area below transition
0 sf
(area above transiti,
75 sf
54
(total fill volume)
61.2 cy
(total fill volume)
1156.8 cy
55
length of spillway
17 ft
(TOAL CY estimate
1177 cy
$13.00
$15,301.00
56
width of spillway
16 ft
(spillway stone tons
15.6 tons
$50.00
$780.00
57
structures for trap #4
NA
58
tree protection
0 ct.
-50 -If material / tree
370 ft
$5.00
$1,850.00
59
silt fence inlet protection (IP)
0
$100.00
$0.00
60
stone inlet protection (IP)
24
$200.00
$4,800.00
61
outlet protection (OP), see rip -rap, below
length
0 ft
width
0 ft
1
$0.00
$0.00
62
channel (SCC, matted)
length
0 ft
width
0 ft
$0.00
63
check dam
depth in channel
0 ft
channel width
0 ft
0
$0.00
$0.00
64
construction entrance (CE)
0
$2,000.00
$0.00
65
wash rack
1
$2,000.00
$2,000.00
66
paved construction entrance
1
$3,500.00
$3,500.00
67
level spreader -201f [total , 6" x 6" treated timbers [6" x 6" x 8' -Low
3 ea
3 ea
$25.00
$75.00
68
level spreader - installation, inc misc. stone
('E' and 'F' storm lines
1 ea
1 ea
$200.00
$200.00
69
rip -rap, placed
depth
1 ft
length
10.0 ft
70
Entrance culvert
width
11.0
(tons)
6.325 tons
$60.00
$379.50
71
rip -rap, placed
depth
1 ft
length
10.0 ft
72
A2 to Al
width
8.8
(tons)
5.03125 tons
$60.00
$301.88
73
rip -rap, placed
depth
1 ft
length
10.0 ft
74
B2 to B1
width
8.8
(tons)
5.03125 tons
$60.00
$301.88
75
rip -rap, placed
depth
1 ft
length
10.0 ft
76
C2 to Cl
width
11.0
(tons)
6.325 tons
$60.00
$379.50
77
rip -rap, placed
depth
1 ft
length
10.0 ft
78
D2 to D1
width
11.0
(tons)
6.325 tons
$60.00
$379.50
79
rip -rap, placed
depth
1 ft
length
10.0 ft
80
E2 to El
width
9.5
(tons)
5.4625 tons
$60.00
$327.75
81
rip -rap, placed
depth
1 ft
length
10.0 ft
82
F2 to Fl
width
8.8
(tons)
5.03125 tons
$60.00
$301.88
83
survey and layout (price per 0.1 mi.)
acres
6.2
traps and basins
4
$5,100.00
84
mobilization
$500.00
85
stream crossing (computed independently)
$0.00
cost sum
$137,632.88
proj mgmt
$20,644.93
contingency
$15,827.78
11/11/14, JEA
Total $174,110
11/10/2014
Jnternal Use Only,
Date Recelced:fi Fee L.l
iky\d/iT
Received by:
Intake: Forward to Management Analyst
''•117-0:;;:r ‘_0(.1.7.D
REQUEST TO ESTABLISH A BOND
APPROVED PLAN# VSMP -WPO201400070
PROJECT NAME: Faith Christian Center International
(As listed on the approved plan)
All parcels in the project,including any off-site work if easements are not provided,and current owners. Use a
separate sheet if more owners are required.Owner and tax map information must be correct,and plans must be
approved prior to bond estimates being prepared.
TAX MAPs/PARCELs: 78-47A OWNER'S NAME: Faith Christian Center International
SIGNATURE: a] • 'VGA date: /101
dr ricer
TAX MAPs/PARCELs: OWNER'S NAM .
SIGNATURE: date:
TAX MAPs/PARCELs: OWNER'S NAME:
SIGNATURE: date:
TAX MAPs/PARCELs: OWNER'S NAME:
SIGNATURE: date:
TAX MAPs/PARCELs: OWNER'S NAME:
SIGNATURE: date:
NOTE: If ownership of the property is in the name of any type of legal entity or organization
including,but not limited to the name of corporation,partnership,limited liability company,
trust,association,etc.,documents acceptable to the County must be submitted certifying that
the person signing above has the authority to do so.
The requested estimates are;
❑ VESCP Erosion&Sediment Control per Water Protection Ordinance section 17-207;SO fee
® VSMP Erosion and Sediment Control,Stormwater Management and Mitigation per Water
Protection Ordinance section 17-208;5250 fee required
❑ Subdivision(roads,drainage,etc.)per Subdivision Ordinance section 14-435;
&Water&Sewer per Subdivision Ordinance section 14-435;5250 fee required
A bond estimate will be prepared by the plan reviewer.The estimate must be sent to the owner. Please provide
contact information.
EMAIL: pastor @fccintl.org
OR REGULAR MAIL ADDRESS:
Revised 6120/2014
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