HomeMy WebLinkAboutWPO201300064 Bond Estimates 2016-03-25 (3)Project Name: Three Notch'd Center
WPO file number: WP0201300064
Erosion and Sediment Control Bond Estimate
Item Item
Number
stablization (PS, TS)
silt fence (SF)
safety fence (SAF)
diversion (DD, FD, RWD)
temporary slope drain (TSD) pipe length
0 ft
pipe diameter
0 in
earthwork for trap/basin
channel (SCC, matted)
length
0 ft
height of dam at toe
0 ft
cut at high side
0 ft
height of fill at face
0 ft
cut at face
0 ft
length of dam
0 ft
length of cut
0 ft
top width
0 ft
width of cut
0 ft
(area above transition)
0 sf
(area below transition)
0 sf
(total width of dam)
0 ft
(total width of cut)
0 ft
(height below transition)
0 ft
(depth below transitior
0 ft
(area below transition)
0 sf
(area above transition
0 sf
(total fill volume)
0.0 cy
(total fill volume)
0.0 cy
length of spillway
0 ft
(TOAL CY estimate)
0 cy
width of spillway
0 ft
(spillway stone tons)
0 tons
structures for basin
riser height
0 ft
riser diameter
0 in
(riser unit price)
$0.00
barrel length
0 ft
base plate or fdn
0
barrel diameter
0 in
(barrel unit price)
$0.00
barrel collars
0
baffle length
0 ft
silt fence inlet protection (I P)
stone inlet protection (IP)
outlet protection (OP)
length
15 ft
width
10 ft
channel (SCC, matted)
length
0 ft
width
0 ft
check dam
depth in channel
0 ft
channel width
0 ft
construction entrance (CE)
$0.00
0 $0.00
$0.00
wash rack
$0.00
1 $2,000.00
$2,000.00
1 $3,500.00
paved construction entrance
$60.00
$0.00
rip -rap, placed
depth
0 ft
length
0.0 ft
width
0.0
(tons)
0 tons
survey and layout (price per 0.1 mi.)
acres
2.3
traps and basins
0
mobilization
stream crossing (computed independently)
No. Unit Unit Cost Cost
installed
2.3 acres $5,000.00
$11,600.00
625.0 ft $5.00
$3,125.00
1.0 ft $5.00
$5.00
188 ft $13.00
$2,444.00
$0.00
$0.00
$13.00 $0.00
$50.00 $0.00
$1,150.00
$1,500.00
$0.00
cost sum $26,599.00
contingency $2,659.90
Total $29,260
3/25/2016
$0.00
$200.00
$0
$0.00
$200.00
$0
$50.00
$0
0 $100.00
$0.00
3 $200.00
$600.00
1 $675.00
$675.00
$0.00
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
$60.00
$0.00
$1,150.00
$1,500.00
$0.00
cost sum $26,599.00
contingency $2,659.90
Total $29,260
3/25/2016
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)