HomeMy WebLinkAboutWPO201800046 Bond Estimates WPO VSMP 2018-08-07T
V
N
O
w
�Z m
N
3
O
3
a o
y
3
8 3- 3m m
3 c `� m
m
m a
(D
a
r
�m
m�A�.;
�mx�H
s
mmm
aa
Q�xig�a
m r
".
S_<
T
8
a
ommgo. o
d m
�
M0
N 7C
�.
a 3 0
^
N
s
3
m o
W �p d
—
0) N
m
a r
8-
J
3
0� 0
c
N O
O
0
3 3
a n
0 0 0 0
j
o$
N
m
ET
o
o
,g'g
0 0 0 0 0 0 o■
o.�ti
m
�
m
8
8
0000Yn'oo
0o
Z
m
m y m
s' an d
C
� 3
to
H NN 8N
N
NpV
wp
8
N w
� wo
w
w Np
�
SpSpS Op
pN pw pO
0Cp 8
pwO
pO OO
4
m m
Vo
o g c
v
w
g o e o o$
o 0 0 000 0
0 0 0
d' `^
o
w w w
? ow o
(7
o
0 0
$
808088
Iy
T
V
N
O
w
Project Name: Faulkner Falls Lot 6
WPO file number: WP0201800046
Erosion and Sediment Control Bond Estimate
Item Item No. Unit Unit Cost Cost
Number installed
stabl tion (PS, TS)
2.1 acres
$5,000.00
$11,000.00
silt fence(SF)
850.0 ft
$5.00
$4,250.00
safety fence (SAF)
0.0 ft
$5.00
$0.00
diversion (DD, FD, RWD)
750 ft
$13.00
$9,750.00
temporary slope draln(TSD)
pipe length
�ft
pipe diameter
-in
$0.00
$0.00
earls fo'trap/basin
ha 9 ht or dam at tce
0 ft
out at hi9 h side
fl
height of fill al face
0 fi
cul al face
fl
length of dam
0 ft
length of cut
fl
top width
0 ft
width of out
fl
(area above transition)
(area below transition)
0 at
(total width of dam)
0 f,
(total width of cut)
0 ft
(height below transition)
0 f
(depth below tranabor 0 f
(area below transition)
0 at
(area above transition)
0 at
(total fill volume)
0.0 cy
(total fill volume)
0.0 cy
length of spillway
R
(TOAL CV estimate)
0 cy
$13.00
$0.00
width of spillway
R
(spillway stone tons)
0tons
$50.00
$0.00
structures for basin
riser height
R
rise r diameter
in
(riser unit price)
$0.00
$0.00
barrel length
R
base plate or fdn
$200.00
$0
barrel diameter
(barrel unit price)
$000
$0.00
barrel collars
$200.00
$0
baffle length
h
$50.00
$0
sill fence inlet protection (11P)
$100.00
$0.00
stone inlet protection (IP)
$200.00
$0.00
cutlet protection (OP)
length
ft
width
8 fi
$288.00
$288.00
channel (SCC, matted)
length
ft
width
0 fi
$0.00
check dam
depth in channel
fi
channel width
0 ft
$0.00
$0.00
construction entrance (CE)
$2,500.00
$2,500.00
wash rack
$2,000.00
$2,000.00
paved construction entrance
$3,500.00
$0.00
np-rap, placed
depthfi
length
r
r �fi
width
0.0
0 tons
$60.00
$0.00
urvey and layout (price per 0.1 mi.)
acres
■ 2.2
traps and basins
'
$1,100.00
mobilization
$2,500.00
stream crossing (computed independently)
$3,000.00
cost sum
$36,388.00
contingency
$3,638.80
Total
$40,030
817/2018
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) + hl (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)