HomeMy WebLinkAboutWPO201600060 Bond Estimates 2017-03-16 (2)Region 10 Women's Shelter
WPO file number: WP0201600060
Erosion and Sediment Control Bond Estimate
Item Item
Number
stablization (PS, TS)
silt fence (SF)
safety fence (SAF)
diversion (DID, FD, RWD)
temporary slope drain (TSD)
earthwork for trap/basin
structures for basin
silt fence inlet protection (IP)
stone inlet protection (IP)
outlet protection (OP)
channel (SCC, matted)
check dam
construction entrance (CE)
wash rack
paved construction entrance
rip -rap, placed
No. Unit Unit Cost Cost
installed
1.1acres $5,000.00 $5,500.00
850. ft $5.00 $4,250.00
0.0 ft $5.00 $0.00
13gft $13.00 $1,690.00
pipe length 0 ft pipe diameter Min $0.00 $0.00
height of dam at toe 16ft
ft cut at high side ft
height of fill at faceft cut at face ftlength of dam ft length of cut ft
top width width of cut ft
kaiaa above transition) 0 sf (a,ua uciuvv transition 0 sf
(total width of dam) 0 ft (total width of cut) 0 ft
(height below transition) 0 ft (depth below transitioi 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 ft (TOAL CY estimate) 0 cy $13.00 $0.00
width of spillway =ft (spillway stone tons) 0 tons $50.00 $0.00
riser height ft
riser diameter win (riser unit price) $0.00 $0.00
barrel length 0 ft base plate or fdn �' $200.00 $0
barrel diameter Min (barrel unit price) $0.00 $0.00
barrel collars ft � $200.00 $0
baffle length $50.00 $0
$100.00 $0.00
$200.00 $1,200.00
length 0 ft width ft $0.00 $0.00
length 0 ft width ft $0.00
depth in channel 0 ft channel width ft $0.00 $0.00
$2,000.00 $0.00
$2,000.00 $2,000.00
$3,500.00 $3,500.00
depth 0 ft length -ft
width 0.0 0 tons $60.00 $0.00
[ti`CDIke]IN
Region 10 Women's Shelter
WPO file number: WPO201600060
Erosion and Sediment Control Bond Estimate
Item Item
Number
survey and layout (price per 0.1 mi.) acres
mobilization
stream crossing (computed independently)
1.1 traps and basins
No. Unit
cost sum
contingency
Total
Unit Cost
Cost
$550.00
$1, 500.00
$0.00
$20,190.00
$2,019.00
$22,210
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)