HomeMy WebLinkAboutWPO201200086 Review Comments Bond Estimate 2013-01-08 (3)The Preserve at Glenmore
WPO file number:
Erosion and Sediment Control Bond Estimate
Item Item
Number
stablization (PS, TS)
pipe diameter
silt fence (SF)
0 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)
0 ft
0 ft
height of dam at toe
0 ft
height of dam at face
(cut Vol)
length of dam
0 ft
top width
0.0
(camp. fill vol)
(spillway stone tons)
length of spillway
loft
width of spillway
1 temporary sediment basin (Sal
8 ft
cut at high side
height of dam at toe
160 ft
height of dam at face
140 ft
length of dam
width of cut
top width
2986.7 cy
(comp. fill Vol)
2753.3 cy
length of spillway
(cy est)
width of spillway
12 ft
riser height
39.6
riser diameter
barrel length
42 in
barrel diameter
$75.00
barrel collate
sift fence inlet protection (IP)
$200
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
wash rack
10 ft
paved construction entrance
channel width
rip -rap, placed
depth
length
width
survey and layout (price per 0.1 mi.)
acres
mobilization
4
stream crossing (computed independently)
1
0 ft
pipe diameter
0 in
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 ft
(spillway stone tons)
0
loft
cut at dam
1 ft
8 ft
cut at high side
8 ft
160 ft
length of cut
140 ft
10 ff
width of cut
100 ft
2986.7 cy
(cut Vol)
2753.3 cy
22 ft
(cy est)
3904.4
12 ft
(spillway stone tons)
39.6
7 f
42 in
(riser unit price)
$75.00
97 ft
(price of base)
$200
30 in
(barrel unit price)
$65.00
2
baffle length
15 ft
15 ft
width
loft
0 ft
width
10 ft
0 ft
channel width
loft
0 ft
length
0.0 ft
0.0
(tons)
0
4
traps and basins
1
No. Unit
Unit Cost
Cos
$100.00
(installed)
$400.00
4.2 acres
$5,000.00
$21,150.00
1250.0 ft
$5.00
$6,250.00
600.0 ft
$5.00
$3,000.00
0 ft
$13.00
$0.00
$0.00
$0.00
$13.00
$50.00 $0.00
$13.00
$50.00 $52,737.78
9 M]
$2,500.00
$1,500.00
cost sum $103,567.78
proj mgmt $15,535.17
contingency $11,910.29
Total $131,020
Method for VolumE
(tenth) x (total widt
assume face at 2:
total width = 3x(to,
average height = (
1/8/2013
$7,730.00
1 $100.00
$100.00
2 $200.00
$400.00
4 $675.00
$2,700.00
$0.00
1 $0.00
$0.00
1 $2,000.00
$2,000.00
$2,000.00
1 $3,500.00
$3,500.00
9 M]
$2,500.00
$1,500.00
cost sum $103,567.78
proj mgmt $15,535.17
contingency $11,910.29
Total $131,020
Method for VolumE
(tenth) x (total widt
assume face at 2:
total width = 3x(to,
average height = (
1/8/2013