HomeMy WebLinkAboutWPO201600069 Bond Estimates 2017-03-17The Vue
WPO file number: WP0201600069
TMP 56-115, 56-6A
Erosion and Sediment Control Bond Estimate
Item Item
No. Unit
Unit Cost
Cost
Number(installed)
TS)
siftfence(
acres
$5.0$5.00
$35,0
silt fence (SF)
F)
ft
oft
$5.00
$6,750.00
$6,750.00
safety fence (SAF)
ft
$5.00
$0.00
diversion (DD, FD, RIND)
$13.00
$16,900.00
temporary slope drain (TSD)
pipe length
Oft
pipe diameter
WO in
$0.00
$0.00
earthwork for trap/basin
he! M of dam at toe
9
16 ft
cut at hi h side
re
8 ft
heightof fill at face
13 ft
cu[ at face
3 ft
length of dam
320 ft
length of out
ft
top width
10 ft
width of cul
ft
SB
(area above transition)
468 sI
(area below transition)
228 sf
(total width of dam)
32 ft
(total width of cut)
92 ft
(height below transition)
3 k
(depth below transitior
5 ft
(area below transition)
39 sf
(area above transition,
205 at
(total fill volume)
6008.9 cy
(total fill volume)
962.2 cy
length of spillway
ft
(TOAL CV estimate)
6330 cy
$13.00
$82,290.00
width of spillway
0 ft
(spillway stone tons)
0 tons
$50.00
$0.00
structures for basin
"*ser height
16 ft
hiser diameter
48 in
(riser unit price)
$150.00
$2,400.00
barrel length
57 ft
base plate or fdn
$200.00
$200
barrel diameter
18 in
(barrel unit price)
$40.00
$2,280.00
barrel collars
Mh
$200.00
$0
baffle length
$50.00
$0
earthwork for trap/basin
bei M of dam at toe
9
k
cut at high sideoft
reheight
of fill at face
ft
cul at face
ft
length of dam
k
length of cutft
top width
tt
width Of cul
ft
ST 1
(area above transition)
14 sf
(area below transition)
52 at
(total width of dam)
4 ft
(total width of cut)
21 ft
(height below transition)
0 k
(depth below transitior
0 ft
(area below transition)
0 sf
(area above transition,
0 at
(total fill volume)
51.9 cy
(total fill volume)
154.1 cy
length of spillway
X
(TOAL CV estimate)
171 cy
$13.00
$2,223.00
width of spillway
k
(spillway stone tons)
1.4 tons
$50.00
$70.00
earthwork for trap/basin
height of dam at toe
9
k
cut at high sideMftft
reheight
Of fill at face
ft
cul at face
ft
length of dam
k
length of cutfttop
width
ft
width of cut
ST 2
(area above transition)
14 sf
(area below transition)
48 at
(total width of dam)
4 ft
(total width of cut)
22 ft
(height below transition)
0 k
(depth below transitior
0 ft
(area below transition)
0 sf
(area above transition,
0 at
(total fill volume)
36.3 cy
(total fill volume)
195.6 cy
length of spillway
X
(TOAL CV estimate)
208 cy
$13.00
$2,704.00
width of spillway
X
(spillway stone tons)
1 tons
$50.00
$50.00
earthwork for trap/basin
height of dam at toe
9
X
cut at high sideMftft
reheight
of fill at face
it
cul at face
ft
length of dam
X
length of cutfttop
width
X
width of cut
ST 3
(area above transition)
6 sf
(area below transition)
80 at
(total width of dam)
3 ft
(total width of cul)
30 ft
(height below transition)
0.5 k
(depth below transitior
1 ft
(area below transition)
0.5 sf
(area above transition;
14 at
(total fill volume)
12.0 cy
(total fill volume)
278.5 cy
length of spillway
X
(TOAL CV estimate)
283 cy
$13.00
$3,679.00
Width of spillway
X
(spillway stone tons)
2.3 tons
$50.00
$115.00
silt fence inlet protection (IP)
$100.00
$0.00
stone inlet protection (IP)
$200.00
$7,000.00
outlet protection (OP)
lengthft
In
width
ft
$0.00
$0.00
channel (SCC, matted)
length
k
width
k
$0.00
check dam
depth in channel
ft
width
ft
$0.00
construction entrance (CE)
.$0.00
$2,500.00
$2,500.00
wash rack
$2,000.00
$2,000.00
paved construction entrance
$3,500.00
$3,500.00
rip -rap, placed
depth
tt
length
-ft
(level spreader)
width
(tons)
151.8 tons
$60.00
$9,108.00
survey and layout (price per 0.1 mi.)
acres
traps and basins
$5,500.00
mobilization
$2,500.00
stream crossing (computed independently)
$0.00
cost sum
$186,769.00
contingency
$18,676.90
Total
$205,450
3/17/2017
The Vue
WPO file number: WP0201600069
TMP 56-115, 56-6A
Stormwater Management Plan Bond Estimate
Item Item
Number
No. Unit Unit Cost Cost
(installed)
permanent diversion or ditch
0 ft
$13.00
$0.00
standard manhole frame top (not inlet)
0 ea
$500.00
$0.00
drop inlet or grate
0 ea
$3,500.00
$0.00
manhole structure (per ft. rise)
0 ft
$450.00
$0.00
pipe, rcp, cmp (15 to 48")
d
ES -1.2
EC -1
0.0 ft
$0.00
$0.00
aggregate base or drainage stone
-n
in d .
ft L
Jim" ft W
0.0 ton
$35.00
$0.00
earthwork for trap/basin
9
height of dam at toeOft
it
cut at high side
9
ft
height of fill at faceit
cut at face
ft
length of damft
length of cut
ft
top width
width of cut
ft
(area above transition; 0 sf
(area below transitior 0 sf
(total width of dam)
0 ft
(total width of cut)
0 ft
(height below transitio
0 ft
(depth below transitio 0 ft
(area below transition)
0 sf
(area above transitior 0 sf
(total fill volume)
0.0 cy
(total fill volume)
0.0 cy
length of spillway
_it
(TOAL CV estimate)
0 cy
$13.00
$0.00
width of spillway
ft
(spillway stone tons)
0 tons
$50.00
$0.00
structures for basin
riser height
0 ft
riser diameter
0 in
(riser unit price)
$0.00
$0.00
barrel length
0 ft
base plate or fdn
$200.00
$0
barrel diameter
0 in
(barrel unit price)
$0.00
$0.00
barrel collars
Mff
$200.00
$0
baffle length
$50.00
$0
trees
108 ea
$275.00
$29,700.00
shrubs
108 ea
$50.00
$5,400.00
seedlings
0 ea
$5.00
$0.00
underdrain (LF)
0 ft
$5.00
$0.00
biofilter soil mix (CY)
0 cy
$45.00
$0.00
trash rack/ anti vortex devices
0 ft
$1,500.00
$0.00
maintenance access road (LF)
0 ft
$50.00
$0.00
rip -rap, placed
depth
length
75.0ft
width
0
1&2ft
(tons)
168.75
$60.00
$10,125.00
survey and layout (price per 0.1 mi.)
acres
0
basins
0
$0.00
mobilization
$2,500.00
as -built drawings (per facility) (level spreaders)
$2,000.00
$4,000.00
materials testing (per facility)
Mae
as
$2,000.00
$0.00
compaction testing (per dam)
as
$3,000.00
$0.00
manufactured facilities (attach manufacturer's or contractor's
price as a base)
$0.00
cost sum $51,725.00
contingency $5,172.50
Total $56,900
3/17/2017