HomeMy WebLinkAboutWPO201500039 Bond Estimates 2015-10-22Project Name: Michie Tavern Water Main Replacement Project
WPO file number: WP0201500039
Erosion and Sediment Control Bond Estimate
Item Item No. Unit Unit Cost Cost
Number (installed)
stablization (PS, TS)
1.8 acres
$5,000.00
$9,000.00
silt fence (SF)
2250 ft
$5.00
$11,250.00
safety fence (SAF)
0 ft
$5.00
$0.00
diversion (DD, FD, RWD)
830 ft
$13.00
$10,790.00
temporary slope drain (TSD)
pipe length
0 ft
pipe diameter
0 in
$0.00
$0.00
earthwork for trap /basin
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
$13.00
$0.00
width of spillway
0 ft
(spillway stone tons)
0 tons
$50.00
$0.00
structures for basin
riser height
0 ft
riser diameter
0 in
(riser unit price)
$0.00
$0.00
barrel length
0 ft
base plate or fdn
0
$200.00
$0
barrel diameter
0 in
(barrel unit price)
$0.00
$0.00
barrel collars
0
$200.00
$0
baffle length
0 ft
$50.00
$0
silt fence inlet protection (I P)
0
$100.00
$0.00
stone inlet protection (IP)
1
$200.00
$200.00
Culvert Inlet Protection
1
$300.00
$300.00
outlet protection (OP)
length
0 ft
width
0 ft
0
$0.00
$0.00
channel (SCC, matted)
length
0 ft
width
0 ft
$0.00
check dam
depth in channel
0 ft
channel width
0 ft
0
$0.00
$0.00
construction entrance (CE)
2
$2,000.00
$4,000.00
wash rack
0
$2,000.00
$0.00
paved construction entrance
0
$3,500.00
$0.00
rip -rap, placed
depth
0 ft
length
0 ft
width
0
(tons)
$60.00
$0.00
survey and layout (price per 0.1 mi.)
acres
0
traps and basins
0
$0.00
mobilization
$500.00
stream crossing (computed independently)
$0.00
cost sum
$36,040.00
proj mgmt
$5,406.00
contingency
$4,144.60
Total
$45,600
10/22/2015
Project Name: Michie Tavern Water Main Replacement Project
WPO file number: WPO201500039
Erosion and Sediment Control Bond Estimate
Item Item No. Unit Unit Cost Cost
Number installed
10/22/2015
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)