HomeMy WebLinkAboutWPO201600072 Bond Estimates 2017-06-28 (2)Woolen Mills Light Industrial
WPO file number: WP0201600072
Stormwater Management Plan Bond Estimate
tem tem
Number
permanent diversion or ditch
standard manhole frame top (not inlet)
drop inlet or grate
anhole structure (per ft. rise)
pipe, mp, cmP(15 to 48")
-in
MES-1.2
EC-1
aggregate base or drainage stone
d
fl w
earthwork for Energy Balance Pond
height of dam al toe
R
cW al high aideEfttheight
of fll al face
ft
cut at facelength
of dam
R
length of cutft
top width
ft
width of cut
ft
(area above transition)
0 sf
(area below trensition)
606 sf
(total width of dam)
0 ft
(total width of cut)
109 ft
(height below tranad or
0 ft
(depth below transitioi
-2 ft
(area below transition)
0 at
(area above transition)
-111 If
(total fill volume)
0.0 cy
(total fill volume)
6573.3 cy
length of spillway
_ft
JOAL CV estimate)
6573 cy
width of spillway
R
(spillway stone tons)
0 tons
structures for basin
riser height
R
near diameter
in
(riser a nit price)
$000
barrel length
R
base plate or fdn
-
barrel diameter
in
(barrel unit price)
$0 00
bane) collars
-ft
battle length
trees
shmbs
seedlings
underdrein (LF)
bioli ter it is (Cy)
trash rack/ anti vortex devices
maintenance access mad (LF)
rip -rep, placed
depth
R
length
-ft
width
(tons)
56.1
rvey and layout (price per 0.1 mi.)
acres
basins
-
mobili-tion
as -built drawings(per facility)
materials testing (per facility)
compaction testing (per dam)
manufactured facllltles (attach manufacturer's
or contractor's price as a base)
No. Unit Unit Cost Cost
(installed)
0 ft $13.00 $0.00
0 as $500.00 $0.00
0 ea $3,500.00 $0.00
0 ft $450.00 $0.00
0.0 ft $0.00 $0.00
0.0 ton $35.00 $0.00
$13.00 $85,449.00
$50.00 $0.00
$0.00
$200.00 $0
$0.00
$200.00 $0
$50.00 $0
0 ea
$275.00
$0.00
0 ea
$50.00
$0.00
0 ea
$5.00
$0.00
0 ft
$5.00
$0.00
0 cy
$08.00
$0.00
0 ft
$1,500.00
$0.00
0 ft
$50.00
$0.00
$60.00
$3,366.00
$750.00
$500.00
$2'000.00
■ea
$2.000.00
2,000.00
$2000.00
$5.000.00
$0.00
$0.00
at
sum $94,065.00
contingency $9,406.50
Total $103,480
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