HomeMy WebLinkAboutWPO201600082 Bond Estimates 2017-06-12 (2)5th Street Commercial Development
WPO file number: wpo201600082
Stormwater Management Plan Bond Estimate
Item Item
Number
No. Unit Unit Cost Cost
(installed)
permanent diversion or ditch
50 ft
$13.00
$650.00
standard manhole frame top (not inlet)
4 e.
$500.00
$2,000.00
drop inlet or grate
1 e.
$3,500.00
$3,500.00
manhole structure (per ft. ase)
55 ft
$450.00
$24,525.00
pipe, rcp, cmp(15 to 48')Min
n d ES -1,2
0 EC -1
91.0 ft
$50.00
$4,550.00
pipe, rcp, cmp (15 to 48')n
tl jES-1,2
0 EC -1
332.5 ft
$65.00
$22,109.25
aggregate base or drainage stone
d ft L
0.0 ft w
0.0 ton
$35.00
$0.00
eanhwork for treplbasin
height of tlam at toe
0 It cut at high sitleaft
heightffllatfaft
cut at faceftlength
of tlam
0 ft length of cut
ft
top wA
ft witlth of cut
ft
(area above transition)
0 sf (area below transition)
0 sf
total width of dam)
0 ft notal width of cut)
0ft
(height bel ow transition
0 ft (depth below transition
0 ft
(area below transition)
0 sf (are..bove transition)
0 sf
(total fill volume)
00 cy (total fill volume)
0.0 cy
length of spillway
�ft (TOAL CV estimate)
0 cy
$1300
$0.00
width of spillway
0 ft (spillway stone tons)
0 tons
$5000
$0.00
structures for basin
dserheight
0 0 ft
er diamotor
0 in (riser unit price)
$000
$0.00
banal length
0 ft base plate or fdn
$200.00
$0
banal dismater
0 in
$000
$0.00
barrel collars
$200.00
$0
baffle length
ft
$50.00
$0
Vass
as
$275.00
$0.00
shrubs
0 ea
$50.00
$0.00
seedlings
0 m
$5.00
$0.00
undendr'ain (LF)
0 ft
$5.00
$0.00
biofilter sal mix (C1)
0 cy
$45.00
$0.00
bash rack/ anti vatez devices
0 ft
$1,500.00
$0.00
maintenance access road (LF)
0 ft
$50.00
$0.00
dpaap, placed
depth
length
0.0 ft
wiMh
-ft
(tons)
0
$80.00
$0.00
surveyand layout (price per 0.1 mi.)
acres
basins
0
$0.00
mobilization
$2,500.00
as -built drawtngs(per facility)[onftall channel)
$2,000.00
$2,000.00
materials testing (per facility)
$2,000.00
$0.00
compaction testing (per dam)$3,000.00
$0.00
mitigation
1 as
$12,500.00
$12,500.00
manufactured facilities (attach manufacturer's or control price
as a base)
$0.00
cosi sum
$74,334.25
contingency
$7,433.43
Total
$81,770
6)12/2017
5th Street Commercial Development
WPO file number: WP0201600082
Erosion and Sediment Control Bond Estimate
Item Item
Number
stabf tion (PS, TS)
silt fence (SF)
safety fence(SAF)
tree protection (TP)
diversion (DD, FD, RWD)
temporary slope drain (TSD)
earthwork for trap/basin
ST#1
earthwork for trap/basin
ST#2
structures for basin
silt fence inlet protection (IP)
stone inlet protection (IP)
pipe length
-ft
pipe diameter
-in
ha ht of dam a[ toe
g
R
cul al hi h side
9
fl
height of fill at face
R
out at face
fl
length of dam
R
length of cul
fl
top width
R
width of cul
fl
(area above transition)
0 sf
(area below transition)
0 sf
(total width of dam)
0 ft
(total width of cut)
36 ft
(height below transition)
OR
(depth below transitior 8 f
(area below transition)
0 sf
(area above transition)
80 sf
(total fill voume)
0.0 cy
(total fill volume)
118.5 cy
length of spillway
R
(TOAL CV estimate)
119 cy
width of spillway
R
(spillway stone tons)
2.9 tons
hei ht of dam a[ toe
9
R
cut at high sideoft
9height
of fll al face
ft
cut at face
fllength
of dam
ft
length of cutfl
top width
R
width of cut
fl
(are a above transition)
0 sf
(area below transition)
0 sf
(total width of dam)
0 ft
(total width of cut)
17 ft
(height below transition)
OR
(depth below transdior Eft
(area below transition)
0 sf
(area above transition)
15 sf
(total fill volume)
0.0 oy
(total fill volume)
63.9 cy
length of spillwayft
(TOAL CV estimate)
64 cy
width of spillway
ft
(spillway stone tons)
5.8 tons
riser heightft
er diameter
in
(riser unit price)
$0.00
barrel length
ft
base plate or fdn
-
barrel diameter
(barrel unit price)
$0.00
barrel collars
-fi
baffle length
outlet protection (OP) OP #3 length ft width 15 ft
channel (SCC, malted) length ft width 0 fi
check dam depth in channel ft channel width ft
construction entrance (CE)
wash rack
paved construction erdrence
rip -rap, placed depth ft length -fl
width (tons) 16.422 tans
survey and layout (price per 0.1 mi.) acres traps and basins -
mobilization
stream crossing (computed Independently)
No. Unit Unit Cost Cost
nstalled
,or-
$5,000.00
$22,050.0,or-$5.00
$200.00
$7,550.00
ft
$5.00
$3,300.00
ft
$5.00
$6,350.00
ft
$13.00
$11,700.00
$0.00
$0.00
$13.00 $1,547.00
$50.00 $145.00
$13.00 $832.00
$50.00 $290.00
$3,200.00
$2,500.00
$0.00
cost sum $69,424.32
contingency $6,942.43
Total $76,370
6/9/2017
$0.00
$200.00
$0
$0.00
$200.00
$0
$50.00
$0
$100.00
$10.00
$200.00
$000
$3,375.00
$3,375.00
$0.00
$0.00
$0.00
$2,500.00
$0.00
$2,000.00
$2,000.00
$3,500.00
$3,500.00
$60.00
$985.32
$3,200.00
$2,500.00
$0.00
cost sum $69,424.32
contingency $6,942.43
Total $76,370
6/9/2017