HomeMy WebLinkAboutWPO201300065 Review Comments Bond Estimate 2014-01-28Project Name: Water Protection Ordinance Plan for Rolkin Road Retail Center
WPO file number: WP0201300065
Erosion and Sediment Control Bond Estimate for Early Grading Only
Item Item
Number
stablization (PS, TS)
pipe diameter
sill fence (SF)
4 ft
safety fence (SAF)
0 ft
diversion (DD, FD, RWD)
cut at high side
temporary slope drain(TSD)
pipe length
1 temporary sediment trap (ST or CIP)
100 ft
4 ft
height of dam at toe
loft
height of dam at face
(cut vol)
length of dam
20 ft
top width
172.8
(comp. 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
260 ft
height of dam at face
0 ft
length of dam
width of cut
top width
0.0 cy
(comp. fill WI)
0.0 cy
length of spillway
(cy ash
width of spillway
0 ft
riser height
0
riser diameter
barrel length
0 in
barrel diameter
$0.00
barrel collars
silt fence inlet protection (IP)
$0
stone inlet protection (IP)
(barrel unit price)
outlet protection (OP)
length
channel (SCC, matted)
length
check dam
depth in channel
construction entrance (CE)
0 ft
ash rack
0 ft
paved construction entrance
channel width
rip -rap, placed
depth
length
width
survey and layout (price per 0.1 mi.)
acres
mobilization
0
stream crossing (computed independently)
0
0 ft
pipe diameter
0 in
4 ft
cut at dam
0 ft
2 fl
cut at high side
2 ft
70 ft
length of cut
100 ft
4 ft
width of cut
loft
155.6 cy
(cut vol)
51.9 cy
20 ft
(cy ash
172.8
5 ft
(spillway stone tons)
15
0 ft
cut at dam
0 ft
0 ft
cut at high side
0 ft
260 ft
length of cut
0 ft
0 ft
width of cut
0 ft
0.0 cy
(cut vol)
0.0 cy
0 ft
(cy ash
0.0
0 ft
(spillway stone tons)
0
0 f
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
0 ft
width
0 ft
0 ft
width
0 ft
0 ft
channel width
0 ft
0 ft
length
0.0 ft
0.0
(tons)
0
0
traps and basins
0
No. Unit
Unit Cost
Cost
$0.00
(installed)
$400.00
1.3 acres
$5,000.00
$6,700.00
1000.0 ft
$5.00
$5,000.00
500.0 ft
$5.00
$2,500.00
50 ft
$13.00
$650.00
$0.00
$500.00
$13.00
$50.00 $2,996.91
$13.00
$50.00 $0.00
ISM]
$0.00
$0.00
cost sum $24,246.91
proj mgmt $3,637.04
contingency $2,788.40
Total $30,680
Method for volumf
(tenth) x (total widl
assume face at 2:
total width = 3%(tol
average height = (
1 /2 812 01 4
$0.00
0 $100.00
$0.00
2 $200.00
$400.00
0 $0.00
$0.00
$0.00
1 $0.00
$0.00
0 $2,000.00
$0.00
1 $2,000.00
$2,000.00
1 $3,500.00
$3,500.00
ISM]
$0.00
$0.00
cost sum $24,246.91
proj mgmt $3,637.04
contingency $2,788.40
Total $30,680
Method for volumf
(tenth) x (total widl
assume face at 2:
total width = 3%(tol
average height = (
1 /2 812 01 4