HomeMy WebLinkAboutWPO201200081 Review Comments Bond Estimate 2013-03-08Grayrock West (aka Lanetown) Subdivision
WPO file number: WP0201200081
Erosion and Sediment Control Bond Estimate
Item Item
Number
stablization (PS, TS)
pipe diameter
silt fence (SF)
6 ft
safety fence (SAF)
2.5 ft
diversion (DD, FD, RVVD)
cut at high side
temporary slope drain (TSD)
pipe length
1 temporary sediment trap (ST or CIP)
50 ft
9 ft
height of dam at toe
30 ft
height of dam at face
(cut Vol)
length of dam
25 ft
top width
1209.2
(camp. fill vol)
(spillway stone tons)
length of spillway
0 ft
width of spillway
1 temporary sediment basin (SB)
0 ft
cut at high side
height of dam at toe
0 ft
height of dam at face
0 ft
length of dam
width of cut
top width
0.0 cy
(comp. fill Vol)
0.0 cy
length of spillway
(cy est)
width of spillway
0 f
riser height
0
riser diameter
barrel length
0 in
barrel diameter
$0.00
barrel collars
sift fence inlet protection (IP)
$0
stone inlet protection (IP)
(barrel unit price)
culvert inlet protection
0
outlet protection (OP)
length
channel (SCC, matted)
length
check dam
depth in channel
construction entrance (CE)
0 ft
wash rack
channel width
paved construction entrance
0 ft
rip -rap, placed
depth
0.0 ft
width
survey and layout (price per 0.1 mi.)
acres
mobilization
2
stream crossing (computed independently)
0 ft
pipe diameter
0 in
6 ft
cut at dam
2.5 ft
8.5 ft
cut at high side
12 ft
80 ft
length of cut
50 ft
9 ft
width of cut
30 ft
945.2 cy
(cut Vol)
792.1 cy
25 ft
(cy set)
1209.2
8 ft
(spillway stone tons)
0
0 ft
cut at dam
0 ft
0 ft
cut at high side
0 ft
0 ft
length of cut
0 ft
0 ft
width of cut
0 ft
0.0 cy
(cut Vol)
0.0 cy
0 ft
(cy est)
0.0
0 f
(spillway stone tons)
0
0 f
0
0 in
(riser unit price)
$0.00
0 ft
(price of base)
$0
0 in
(barrel unit price)
$0.00
0
baffle length
0 ft
15 ft
width
loft
0 ft
width
0 ft
0 ft
channel width
0 ft
0 ft
length
0.0 ft
0.0 ft
(tons)
0 ft
1
traps and basins
2
No. Unit
Unit Cost
Cos
0
(installed)
$0.00
3.2 acres
$5,000.00
$16,200.00
1080.0 ft
$5.00
$5,400.00
0.0 ft
$5.00
$0.00
180 ft
$13.00
$2,340.00
0
$0.00
$0.00
$13.00
$50.00 $15,719.97
$13.00
$50.00 $0.00
Method for VOIUmE
(tenth) x (total widt
assume face at 2:
total width = 3x(to,
average height = (
3/8/2013
$0.00
0
$100.00
$0.00
8
$200.00
$1,600.00
1
$350.00
$350.00
3
$675.00
$2,025.00
$0.00
0
$0.00
$0.00
1
$2,000.00
$2,000.00
1
$2,000.00
$2,000.00
1
$3,500.00
$3,500.00
$60.00
$0.00
$1,500.00
$500.00
cost sum
$53,134.97
proj mgmt
$7,970.25
contingency
$6,110.52
Total
$67,220
Method for VOIUmE
(tenth) x (total widt
assume face at 2:
total width = 3x(to,
average height = (
3/8/2013