HomeMy WebLinkAboutWPO201400020 Review Comments Bond Estimate 2014-04-30Project Name: Keswick Club - Driving Range Improvements
WPO file number: WP0201400020
Erosion and Sediment Control Bond Estimate
Item Item
Number
stablizatim (PS, TS)
length
channel (SCC, matted)
length
check dam
sift fence (SF)
construction entrance (CE)
$5,000.00
wash rack
2700.0 ft
safety fence (SAF)
$13,500.00
rip -rap, placed
depth
$0.00
diversion (DD, FD, RW D)
$13.00
$25,220.00
0 ft
$0.00
temporary slope drain (TSD)
pipe length
0 ft
pipe diameter
0 in
ST -1 earthwork for trap/basin
6
height of dam at toe
2 ft
out at high side
12 ft
height of fill at face
2 ft
cut at face
4 ft
length of dam
38 ft
length of cut
80 ft
tap width
2.5 ft
width of cut
20 ft
(area above transition)
13 sf
(area below transition)
112 sf
(total width of dam)
4 ft
(total width of cut)
52 ft
(height below transition)
0 ft
(depth below transitior
8 ft
(area below transition)
Did
(area above transition;
144 sf
(total fill volume)
183 cy
(total fill volume)
758.5 cy
length of spillway
12 ft
(TOAL CV estimate)
765 cy
width of spillway
20 ft
(spillway stone tons)
13.8 tons
ST -2 earthwork for traplbasin
height of dam at toe
2 ft
of at high side
8 ft
height of fill at face
2 ft
cut at face
4 ft
length of dam
46 ft
length of cut
60 ft
tap width
2.5 ft
width of cut
20 ft
(area above transition)
13 sf
(area below transition)
112 sf
(total width of dam)
4 ft
(total width of cut)
44 ft
(height below transition)
0 ft
(depth below transitior
4 ft
(area below transition)
0 s
(area above transition;
72 sf
(total fill volume)
22.1 cy
(total fill volume)
408.9 cy
length of spillway
18 ft
(TOAL CV estimate)
416 cy
width of spillway
20 ft
(spillway stone tons)
20.7 tons
ST -3 earthwork for trap/basin
height of dam at toe
2 ft
cut at high side
14 ft
height of fill at face
2 ft
cut at face
4 ft
length of dam
39 ft
length of cut
130 ft
tap width
2.5 ft
width of out
20 ft
a above transition)
13 st
, a. ea below ti -dion)
112 sf
(total width of dam)
4 ft
(total width of cut)
56 ft
(height below transition)
0 ft
(depth below transitior
10 ft
(area below transition)
0 s
(area above transition;
180 sf
(total fill volume)
18.8 cy
(total fill volume)
1405.9 cy
length of spillway
15 ft
(TOAL CV estimate)
1412 cy
width of spillway
20 ft
(spillway stone tons)
17.3 tons
ST -4 earthwork for traplbaen
height of dam at toe
2 ft
cut at high side
6 ft
height of fill at face
2 ft
cut at face
4 ft
length of dam
46 ft
length of cut
120 ft
tap width
2.5 ft
width of cut
20 ft
(area above transition)
13 sf
(area below transition)
112 sf
(total width of dam)
4 ft
(total width of cut)
40 ft
(height below transition)
0 ft
(depth below transitior
2 ft
(area below transition)
Did
(area above transition;
36 sf
(total fill volume)
22.1 cy
(total fill volume)
657.8 cy
length of spillway
18 ft
(TOAL CV estimate)
665 cy
width of spillway
20 ft
(spillway stone tons)
20.7 tons
ST -5 earthwork for trap/basin
height of dam at toe
2 ft
of at high side
8 ft
height of fill at face
2 ft
cut at face
4 ft
length of dam
34 ft
length of of
40 ft
tap width
2.5 ft
width of cut
20 ft
(area above transition)
13 sf
(area below transition)
112 sf
(total width of dam)
4 ft
(total width of cut)
44 ft
(height below transition)
0 ft
(depth below transitior
4 ft
(area below transition)
0 s
(area above transition;
72 sf
(total fill volume)
16A cy
(total fill volume)
272.6 cy
length of spillway
7 ft
(TOAL CV estimate)
278 cy
width of spillway
20 ft
(spillway stone tons)
8.1 tons
ST -6 earthwork for trap/basin
height of dam at toe
2 ft
of at high side
8 ft
height of fill at face
2 ft
cut at face
4 ft
length of dam
34 ft
length of of
35 ft
tap width
2.5 ft
width of cut
20 ft
(area above transition)
13 sf
(area below transition)
112 sf
(total width of dam)
4 ft
(total width of cut)
44 ft
(height below transition)
0 ft
(depth below transitior
4 ft
(area below transition)
0 s
(area above transition;
72 sf
(total fill volume)
16A cy
(total fill volume)
238.5 cy
length of spillway
8 ft
(TOAL CV estimate)
244 cy
width of spillway
20 ft
(spillway stone tons)
9.2 tons
structures for basin
riser height
0 ft
riser diameter
0 in
(riser unit price)
$0.00
barrel length
0 ft
base plate or fdn
0
barrel diameter
0 in
u t price)
$0.00
barrel collars
0
baffle length
0 ft
sift fence inlet protection (IP)
stone inlet protection (IP)
outlet protection (OP)
length
channel (SCC, matted)
length
check dam
depth in channel
construction entrance (CE)
$5,000.00
wash rack
2700.0 ft
paved construction entrance
$13,500.00
rip -rap, placed
depth
$0.00
width
survey and layout (price per 0.1 mi.) acres
mobilization
Stream crossing (computed independently)
No. Unit
Unit Cost
Cost
0 ft
(installed)
0 ft
12.0 acres
$5,000.00
$60,000.00
2700.0 ft
$5.00
$13,500.00
ft
$5.00
$0.00
1940 ft
$13.00
$25,220.00
0 ft
$0.00
$0.00
0
0
O ft
width
O ft 0
0 ft
width
0 ft
O ft
channel width
O ft 1
1
1
0
0 ft
length
0.0 ft
0.0
(tons)
0 tons
12
traps and basins
6
$13.00 $9,945.00
$50.00 $690.00
$13.00 $5,408.00
$50.00 $1,035.00
$13.00 $8,645.00
$50.00 $1,035.00
$13.00 $3,614.00
$50.00 $405.00
$13.00 $3,172.00
$50.00 $460.00
$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
$9,000.00
$500.00
$0.00
4/30/2014
Project Name: Keswick Club - Driving Range Improvements
WPO file number: WPO201400020
Erosion and Sediment Control Bond Estimate
Item Item No. Unit Unit Cost Cost
Number installed
cost sum $165,850.00
prat mg" $24,877.50
contingency $19,072.75
Total $209,810
4/30/2014