HomeMy WebLinkAboutWPO201400039 Review Comments Bond Estimate 2014-12-07Project Name: Erosion and Sediment Control Plan -Van Dine Plaza
WPO file number: WP0201400039
Erosion and Sediment Control Bond Estimate
Item
Item
No. Unit
Unit Cost
Number
1
stablization (PS, TS)
2
silt fence (SF)
$10,950.00
3
safety fence (SAF)
$5.00
$2,500.00
4
diversion (DD, FD, RWD)
250.0 ft
$5.00
5
temporary slope drain (TSD)
pipe length
0 ft
6
earthwork for traR /basin
pipe diameter
15 in
7
$35.00
height of dam at toe
9 ft
8
height of fill at face
8 ft
9
2 ft
length of dam
140 ft
10
length of cut
top width
8 ft
11
(area above transition)
192 sf
12
(total width of dam)
18 ft
13
(height below transition)
1 ft
14
21 ft
(area below transition)
8 sf
15
(depth below transitioi
(total fill volume)
1037.0 cy
16
length of spillway
18 ft
17
width of spillway
11 ft
18
structures for basin
19
1051 cy
riser height
0 ft
20
(spillway stone tons)
riser diameter
0 in
21
$570.00
barrel length
0 ft
22
barrel diameter
0 in
23
$200.00
$0
24
$0.00
25
barrel collars
0
26
tree protection
baffle length
0 ct.
27
silt fence inlet protection (IP)
$0
-50 -If material / tree
28
stone inlet protection (IP)
$5.00
$600.00
29
outlet protection (OP), existing 3 -line
length
22 ft
30
outlet protection (OP), 24" DIA pipe
length
11.5 ft
31
channel (SCC, matted)
length
0 ft
32
check dam
depth in channel
0 ft
33
construction entrance (CE)
$504.56
$504.56
34
wash rack
35
paved construction entrance
10 ft
0
36
rip -rap, placed
depth
0 ft
37
$2,000.00
width
0.0
38
survey and layout (price per 0.1 mi.)
acres
2.2
39
mobilization
1
$3,500.00
40
stream crossing (computed independently)
0.0 ft
11/07/14, JEA
11/7/2014
No. Unit
Unit Cost
Cost
installed
2.2 acres
$5,000.00
$10,950.00
500.0 ft
$5.00
$2,500.00
250.0 ft
$5.00
$1,250.00
460 ft
$13.00
$5,980.00
pipe diameter
15 in
$35.00
$0.00
cut at high side
0 ft
cut at face
2 ft
length of cut
65 ft
width of cut
17 ft
(area below transition;
42 sf
(total width of cut)
21 ft
(depth below transitioi
-2 ft
(area above transition
-25 sf
(total fill volume)
40.9 cy
(TOAL CY estimate)
1051 cy
$13.00
$13,663.00
(spillway stone tons)
11.4 tons
$50.00
$570.00
(riser unit price)
$0.00
$0.00
base plate or fdn
0
$200.00
$0
(barrel unit price)
$0.00
$0.00
barrel collars
0
$200.00
$0
baffle length
0 ft
$50.00
$0
-50 -If material / tree
120 ft
$5.00
$600.00
0
$100.00
$0.00
0
$200.00
$0.00
width
21.5 ft
1
$2,128.50
$2,128.50
width
9.75 ft
1
$504.56
$504.56
width
10 ft
$0.00
channel width
10 ft
0
$0.00
$0.00
0
$2,000.00
$0.00
1
$2,000.00
$2,000.00
1
$3,500.00
$3,500.00
length
0.0 ft
(tons)
0 tons
$60.00
$0.00
traps and basins
1
$1,595.00
$500.00
$0.00
cost sum
$45,741.06
proj mgmt
$6,861.16
contingency
$5,260.22
Total
$57,870
11/7/2014
11/7/2014