HomeMy WebLinkAboutWPO201300034 Review Comments Bond Estimate 2013-07-16 (3)Project Name
WPO file number:
Erosion and Sediment Control Bond Estimate
Item Item
Number
0
2
stablization (PS, TS)
silt fence (SF)
safety fence (SAF)
diversion (DD, FD, RWD)
temporary slope drain (TSD)
pipe length
temporary sediment trap (ST or CIP)
4 ft
out at dam
height of dam at toe
4 ft
height of dam at face
3 ft
length of dam
length of cut
top width
2 ft
(comp. fill Vol)
15 ft
length of spillway
(cut Vol)
width of spillway
temporary sediment trap (ST or CIP)
(cy est)
73.7
height of dam at toe
(spillway stone tons)
height of dam at face
6 ft
length of dam
2 ft
top width
cut at high side
(comp. fill Vol)
50 ft
length of spillway
50 ft
width of spillway
silt fence inlet protection (IP)
15 ft
stone inlet protection (IP)
(cut Vol)
outlet protection (OP)
length
channel (SCC, matted)
length
check dam
depth in channel
construction entrance (CE)
10 ft
wash rack
6 ft
paved construction entrance
width
rip -rap, placed
depth
channel width
width
trees
length
shrubs
1.0
survey and layout (price per 0.1 mi.)
acres
mobilization
traps and basins
stream crossing (computed independently)
0 ft
pipe diameter
0 in
4 ft
out at dam
1 ft
4 ft
out at high side
3 ft
20 ft
length of cut
15 ft
2 ft
width of cut
15 ft
65.2 cy
(cut Vol)
25.6 cy
4 ft
(cy est)
73.7
6 ft
(spillway stone tons)
2.66667
6 ft
cut at dam
2 ft
4 ft
cut at high side
6 ft
50 ft
length of cut
50 ft
2.5 ft
width of cut
15 ft
263.9 cy
(cut Vol)
229.6 cy
7 ft
(cy est)
340.4
8.5 ft
(spillway stone tons)
6.61111
10 ft
width
6 ft
2000 ft
width
6 ft
0 ft
channel width
0 ft
2 ft
length
1.0 ft
1.0
(tons)
0.15
1
traps and basins
2
No. Unit
Unit Cost
Cost
$4,756.17
installed
$0.00
3.6 acres
$5,000.00
$18,050.00
1160.0 ft
$5.00
$5,800.00
0.0 ft
$5.00
$0.00
2480 ft
$13.00
$32,240.00
1 $3,500.00
$0.00
$0.00
$13.00
$50.00 $1,091.48
$13.00
$50.00
$4,756.17
$100.00
$0.00
3 $200.00
$600.00
3 $270.00
$810.00
$15,600.00
0 $0.00
$0.00
0 $2,000.00
$0.00
1 $2,000.00
$2,000.00
1 $3,500.00
$3,500.00
$60.00 $9.00
50 ea $150.00 $7,500.00
25 ea $50.00 $1,250.00
$1,500.00
$500.00
cost sum $95,206.65
proj mgmt $14,281.00
contingency $10,948.77
Total $120,440
Method for volum,
(tenth) x (total wid
assume face at 2:
total width = 3x(to
average height =
Method for volum,
(tenth) x (total wid
assume face at 2:
total width = 3x(to
average height =
7/2/2013