HomeMy WebLinkAboutWPO201500058 Bond Estimates 2016-06-09Project Name: Moores Creek Advanced Water Resource Recovery Facility Oder Control Improvements
WPO file number: WP0201500058
Erosion and Sediment Control Bond Estimate
Item Item
Number
stabf tion (PS, TS)
silt fence (SF)
safety fence (SAF)
diversion (DD, FD, RWD)
temporary slope drain (TSD)
earthwork for trap/basin
structures for basin
sill fence inlet protection (IP)
stone inlet protection (IP)
pipe length
height of dam et toe
height of fill at face
length of dam
top width
(area above transition)
(total width of dam)
(height below transition
(area below transition)
(total rill wclume)
length of spillway
width of spillway
ser height
riser diameter
barrel length
barrel diameter
outlet protection (01c)
length
channel (SCC, matted)
length
check dam
depth in charms
construction entrance (CE)
out at face
wash rack
0 R
paved construction entrance
0 R
dp-rap, placed
depth
0 R
width
survey and layout (price per 0.1 mi.) acres
mobilization
stream crossing (computed independently)
0 R
pipe diameter
0 in
0 R
out at high side
0 R
0 R
out at face
0 R
0 R
length of out
0 R
0 R
width of out
0 R
0 sf
(area below transition)
0 at
0 fl
(total width of cut)
0 R
0 fl
(depth below transitior
0 R
0 sf
(area above transition)
0 at
0.0 cy
(total fin walume)
0.0 cy
0 R
(TOAL CY estimate)
0 cy
0 R
(spillway stone tons)
0 tons
OR
0 in
(riser unit price)
$0.00
0 R
base plate or fdn
0
0 in
(barrel unit price)
$0.00
barrel collars
0
baffle length
0 R
0 fl
width
0 R
620 fl
width
10 R
0 fl
channel width
0 R
0 fl
length
0.0 R
0.0
(tons)
0 tons
0
traps and basins
0
No. Unit
Unit Cost
Cost
$4,000.00
(installed)
$0.00
2.0 acres
$5,000.00
$10,000.00
1850.0 R
$5.00
$9,250.00
0.0 R
$5.00
$0.00
0 R
$13.00
$0.00
$0.00
$0.00
$13.00 $0.00
$50.00 $0.00
$0.00
$200.00 $0
$0.00
$200.00 $0
$50.00 $0
0 $100.00
$0.00
20 $200.00
$4,000.00
0 $0.00
$0.00
$8,060.00
0 $0.00
$0.00
0 $2,000.00
$0.00
0 $2,000.00
$0.00
0 $3,500.00
$0.00
P
$0.00
$500.00
$0.00
$31,88100
0mingency ..18100
Total $35,cootsum
00
00
6/9/2016
Approximate Earthwork computations for sed
Assumes all out and fill slopes are 2:1 for simplicty
Height of Fill at Face I
h1
Cut at High Side
h2
transitic
w h1
Width of Cut Cut at Fa
Fill area above transition = hl(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
liment traps and basins
Width
m 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)