HomeMy WebLinkAboutWPO201400100 Bond Estimates 2015-05-07 (3)Project Name: Farmington Country Club Dump Regrading Plan
WPO file number: WP0201400100
Erosion and Sediment Control Bond Estimate
Item Item
Number
stal lization (PS, TS)
all fence (SF)
safety fence(SAF)
diversion (DD, FD, RW D)
temporary slope drain (TSD)
pipe length
earthwork for trap /basin
length
check dam
height of dam at toe
construction entrance (CE)
height of fill at face
wash rack
length of dam
paved construction entrance
lap width
rip-rap, placed
(area above transition)
0 ft
(total width of tlam)
survey and layout (price par 0.1 mi.)
(height below transition)
mobilization
(area below transition)
stream crossing (computed independently)
(total fill volume)
(depth below lransilior
length of spillway
0 sf
width of spillway
structures for basin
0.0 cy
(total fill volume)
riser height
0 ft
riser diameter
0 cy
barrel length
(spillway stone tons)
barrel diameter
all fence inlet protection (IP)
stone inlet protection (IP)
outlet protection (OP)
length
channel (SCC, matted)
length
check dam
depth in channel
construction entrance (CE)
cut at face
wash rack
0 ft
paved construction entrance
0 ft
rip-rap, placed
depth
0 ft
width
survey and layout (price par 0.1 mi.)
acres
mobilization
(total width of cut)
stream crossing (computed independently)
0 ft
pipe diameter
0 in
0 ft
cut at high side
0 ft
0 ft
cut at face
0 ft
0 ft
length of cut
0 ft
0 it
width of cut
0 ft
0 sf
(area below transttion)
0 sf
0 ft
(total width of cut)
0 ft
O ft
(depth below lransilior
0 ft
0 sf
(area above transition)
0 sf
0.0 cy
(total fill volume)
0.0 cy
0 ft
(TOAL CV estimate)
0 cy
0 ft
(spillway stone tons)
0 tons
Oft
0 in
full unit price)
$0.00
0 ft
base plate or fdo
0
0 in
(barrel unit price)
50-00
barrel collars
0
baffle length
0 ft
No. Unit
Unit Cost
Cost
(installed)
1.63 acres
$5,000.00
$8,150.00
800 ft
$5.00
$4,000.00
0 ft
$5.00
$0.00
0 ft
$13.00
$0.00
$0.00
$0.00
0 it width 0 ft '
0 it width 0 ft
0 it channel width 0 ft
0 it length 0 ft
0 (tons) 0 tons
0 traps and basins 0
cost sum
prcj mgmt
contingency
Total
$13.00 $0.00
$50.00 $0.00
$0.00
$200.00 $0
$0.00
$200.00 $0
$50.00 $0
$100.00 $0.00
$200.00 $0.00
$0.00 $0.00
$0.00
$0.00 $0.00
$2,000.00 $2,000.00
$2,000.00 $2,000.00
$3,500.00 $0.00
$60.00 $0.00
$0.00
$500.00
$0.00
$16,650.00
$2,497.50
$1,914.75
$21,070
5/7/2015
Approximate Earthwork computations for sediment traps and basins
Assumes all cut and fill slopes are 2:1 for simplicty
Top Width
Height of Fill at Face vv
h1
Cut at High Side
h2
transition point
w h1
Width of Cut Cut at Face
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
Height of Dam at Toe
. h2
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)
Approximate Earthwork computations for sediment traps and basins
Assumes all cut and fill slopes are 2:1 for simplicty
Top Width
Height of Fill at Face vv
h1
Cut at High Side
h2
transition point
w h1
Width of Cut Cut at Face
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
Height of Dam at Toe
. h2
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)
Approximate Earthwork computations for sediment traps and basins
Assumes all cut and fill slopes are 2:1 for simplicty
Top Width
Height of Fill at Face vv
h1
Cut at High Side
h2
transition point
w h1
Width of Cut Cut at Face
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
Height of Dam at Toe
. h2
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)
Approximate Earthwork computations for sediment traps and basins
Assumes all cut and fill slopes are 2:1 for simplicty
Top Width
Height of Fill at Face vv
h1
Cut at High Side
h2
transition point
w h1
Width of Cut Cut at Face
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
Height of Dam at Toe
. h2
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)