HomeMy WebLinkAboutWPO201300022 Review Comments Bond Estimate 2013-08-12Project Name Whittington Subdivision - Phase A
WPO file number: WP0201300022
Stormwater Management Plan Bond Estimate
Item
tem
Cost
0 ea
(installed)
$0.00
Number
$13.00
$0.00
0 as
$500.00
$0.00
0 ft
sitecleaang
$0.00
0 EC -1 0.0 ft
$0.00
$0.00
630 ft
permanent diversion or ditch
$31,500.00
0.0 ton
$35.00
$0.00
standard manhole frame top (not inlet)
$0.00
$2,000.00
manhole structure (per ft. nse)
$500.00
1 ea
$2,000.00
$2,000.00
1 as
pipe, mp, cmp(15 to 48')
0.0 in
0ES -1,2
$5,000.00
basin
height of dam at toe
0 ft
cut at dam
0 ft
height of dam at face
0 ft
out at high side
0 ft
length of dam
260 ft
length of out
0 ft
top width
0 ft
width of out
0 ft
(comp. fill vcl)
0.0 cy
(cut vcl)
0.0 cy
length of spillway
0 ft
my set)
0.0
width of spillway
0 ft
(spillway stone tons)
0
(pace of base)
$0
barrel collars
0
baffle length
0 ft
trees
shrubs
seedlings
underdrain (LF)
biofilter sail mix (C1)
trash rack/ anti vortex devices
maintenance access road (LF)
aggregate base or drainage stone
0.0 ft d
0.0 ft L
0.0 ft W
2
basin
height of dam at toe
0 ft
cut at dam
0 ft
height of dam at face
0 ft
out at high side
0 ft
length of dam
260 ft
length of out
0 ft
top width
0 ft
width of out
0 ft
(comp. fill vcl)
0.0 cy
(cut Vol)
0.0 cy
length of spillway
0 ft
my set)
0.0
width of spillway
0 ft
(spillway stone tons)
0
(pace of base)
$0
barrel collars
0
baffle length
0 ft
trees
shrubs
seedlings
underdrain (LF)
biofilter sail mix (C1)
trash rack/ anti vortex devices
maintenance access road (LF)
aggregate base or drainage stone
1.0 ft d
130.0 ft L
20.0 ft W
3
basin
height of dam at toe
0 ft
cut at d-
0 ft
height of dam at face
0 ft
cut at high side
0 ft
length of dam
260 ft
length of cut
0 ft
top width
0 ft
width of cut
0 ft
(comp. fill Vol)
0.0 cy
(cut Vol)
0.0 cY
length of spillway
0 ft
(cy set)
0.0
width of spillway
0 ft
(spillway stone tons)
0
(price of base)
$0
barrel collars
0
baffle length
0 ft
trees
shrubs
seedlings
underdmin (Li
biofilter sail mix (C1)
trash rack/ anti vortex devices
maintenance access road (LF)
aggregate base or drainage stone
1.0 ft d
80.0 ft L
30.0 ft W
rip-rap, placed
depth
0 ft
length
1.0 ft
width
0.0
(tons)
0
survey and layout (pace per 0.1 mi.)
acres
1
basins
3
mobilization
as -built drawings (per facility)
materials testing (per facility)
compaction testing (per dam)
manufactured facilities (attach manufacturer's or contractors price as a base
No. Unit
Unit Cost
Cost
0 ea
(installed)
$0.00
0 ft
$13.00
$0.00
0 as
$500.00
$0.00
0 ft
$450.00
$0.00
0 EC -1 0.0 ft
$0.00
$0.00
$13.00
$50.00 $0.00
$0.00
0 ea
$150.00
$0.00
0 ea
$50.00
$0.00
570 ea
$5.00
$2,850.00
0 ft
$5.00
$0.00
0 cy
$38.00
$0.00
1 ft
$1,500.00
$1,500.00
630 ft
$50.00
$31,500.00
0.0 ton
$35.00
$0.00
$13.00
$50.00 $0.00
$0.00
21 ea
$150.00
$3,150.00
63 ea
$50.00
$3,150.00
0 ea
$5.00
$0.00
126 ft
$5.00
$630.00
313 cy
$38.00
$11,894.00
1 ft
$1,500.00
$1,500.00
1000 ft
$50.00
$50,000.00
2600.0 ton
$35.00
$91,000.00
$13.00
$50.00 $0.00
$0.00
13 ea
$150.00
$1,950.00
38 as
$50.00
$1,900.00
0 ea
$5.00
$0.00
120 ft
$5.00
$600.00
305 cy
$38.00
$11,590.00
0 ft
$1,500.00
$0.00
0 ft
$50.00
$0.00
2400.0 ton
$35.00
$84,000.00
$60.00
$0.00
$2,000.00
$500.00
1 ea
$2,000.00
$2,000.00
1 as
$2,000.00
$2,000.00
1 ea
$5,000.00
$5,000.00
cost sum $308,714.00
prof mgmt $46,307.10
contingency $35,502.11
Total $390,530
8/12/2013