HomeMy WebLinkAboutWPO201900036 Bond Estimates 2019-07-29Project Name: VESCP /WP0201900036 Sime Pond
WPO file number: WP0201900036
TM P(s): 04200-00-00-059BO
Date Estimate Completed: 07-24-19, M. Myers- Revised 7-26-19 GE
Erosion and Sediment Control Bond Estimate
Item Item
Number
I
stablization (PS, TS)
2
silt fence (SF)
3
safety fence (SAF)
4
diversion (DID, FD, RWD)
5
temporary slope drain (TSD)
pipe length
ft
9
Sediment Trap #1
10
earthwork for trap/basin
11
height of dam at toe
12
height of fill at faceOft
ft
13
length of damft
14
top width
ft
15
(area above transition
3 sf
16
(total width of dam)
2 ft
17
(height below transitio
0 ft
18
(area below transition;
0 sf
19
(total fill volume)
0.1 cy
20
length of spillway
ft
21
width ofspillway
ft
22
structures for basin
23
riser height
'94ft
24
riser diameter
0 in
25
barrel length
0 ft
26
barrel diameter
in
27
28
29
30
silt fence inlet protection (IP)
31
stone inlet protection (IP)
32
outlet protection (OP)-Trap#1
length
ft
33
outlet protection (0P)-Basin#1
length
ft
34
outlet protection (OP)
length
0 ft
35
channel (SCC, matted)
length
110 ft
36
check dam
depth in channel
_ 0 ft
37
construction entrance (CE)
38
wash rack
39
paved construction entrance
40
rip -rap, placed
depth
3 ft
41
width
42
43
survey and layout (price per 0.1 mi.) acres
-
44
mobilization
45
Mud Traps
No. Unit
Unit Cost
Cost
installed
acres
$5,000.00
$6,000.00
300. ft
$5.00
$1,500.00
0.0 ft
$5.00
$0.00
80 ft
$13.00
$1,040.00
pipe
-in
$0.00
$0.00
cut at high side
ft
cut at faceOft
ft
length of cutft
width of cut
(area below transitic
3 sf
(total width of cut)
5 ft
(depth below transit
0 ft
(area above transitic
0 sf
(total fill volume)
0.1 cy
(TOAL CY estimate
0 cy
$13.00
$0.00
(spillway stone tons
0 tons
$50.00
$0.00
(riser unit price)
$0.00
$0.00
base plate or fdn
$200.00
$0
(barrel unit price)
$0.00
$0.00
barrel collars
$200.00
$0
baffle length
Mft
$50.00
$0
$100.00
$0.00
$200.00
$0.00
width
.
0 ft
0
$0.00
$0.00
width
0 ft
$0.00
$0.00
width
0 ft
$0.00
$0.00
width
4 ft
$572.00
channel width
0 ft
$0.00
$0.00
$2,500.00
$2,500.00
$2,000.00
$0.00
0
$3,500.00
$0.00
length
80.0 ft
(tons)
_
$60.00
$8,280.00
traps and basins
$0.00
$600.00
3 @ 150
$450.00
7/29/2019
Project Name: VESCP IWPO201900036 Sime Pond
WPO file number: WP0201900036
TM P(s): 04200-00-00-059BO
Date Estimate Completed: 07-24-19, M. Myers- Revised 7-26-19 GE
Erosion and Sediment Control Bond Estimate
Item Item
Number
WP0201900035 2265 Decca Lane _ESC_bond_est_09-27-17_071619 KG
No. Unit Unit Cost Cost
installed
cost sum $20,942.00
contingency $2,094.20
Total $23,040
7/29/2019
Approximate Earthwork computations for sed
Assumes all cut and fill slopes are 2.1 for simplicty
Cut at High Side
h2
Height of Fill at Face
h1 %,
w
Width of Cut
Fill area above transition = h1(2h1) + h1(w)
Fill area below transition;
total width of fill (dam) = 2h1 + w + 2h2
height below transition = h2-h1,
area = (width*height)/2 - height x height
Length of Cut
Top
I-w
transitic
h1
Cut at Fa
liment traps and basins
Width
►n point \ Height of Dam at Toe
h2
ice
Volume = Length of Fill x Fill Area
Cut Areas and Volume is the same as fill
but using the cut dimensions
Fill for Dam
(imately)