HomeMy WebLinkAboutWPO201500095 Bond Estimates 2016-08-26Fairhill Estates
WPO file number: WP0201500095
Stormwater Management Plan Bond Estimate
Item Item
No. Unit
Unit Cost
Cost
Number
installed
permanent diversion or ditch
ft
$13.00
$37,050.00
standard manhole frame top (not inlet)
ea
$500.00
$0.00
drop inlet or grate
ea
$3,500.00
$0.00
manhole structure (per ft. rise)
ft
$450.00
$0.00
pipe, rcp, cmp (15 to 48")in
d ES -1,2
NES -1,2
EC -1
ft
$0.00
$0.00
aggregate base or drainage stone
in d
L
ft W
0.0 ton
$35.00
$0.00
earthwork for trap/basin
height of dam at toe
9
r 0 ft
cut al high side
9
ft
height of fill at face0
11
cut at face
ft
length of dam
0 11
length of cut
ft
width
ft
width of cut
ft
ap
rea above transition; 0 sf
(area below transition
0 sf
(total width of dam)
0 it
(total width of cut)
0 ft
(height below transitioi
Ott
(depth below transitio Oft
(area below transition)
0 sf
(area above transition
0 sf
(total fill volume)
0 ;y
(total fill volume)
0.0 cy
length of spillway
= 0 it
(TOAL CV estimate)
0 cy
$13.00
$0.00
width of spillway
0 11
(spillway stone tons)
0 tons
$50.00
$0.00
structures for basin
riser height
0 11
riser diameter
0 in
(riser unit price)
$0.00
$0.00
barrel length
0 ft
IF
base plate or fdn
$200.00
$0
barrel diameter
0 in
(barrel unit price)
$0.00
$0.00
barrel collars
Mlt
$200.00
$0
baffle length
$50.00
$0
trees
ea
$150.00
$0.00
shrubs
ea
$50.00
$0.00
seedlings
ea
$5.00
$0.00
underdrain (LF)
it
$5.00
$0.00
biofilter soil mix (Cl)
cy
$38.00
$0.00
trash rack/ anti vortex devices
ft
$1,500.00
$0.00
maintenance access road (LF)
ft
$50.00
$0.00
rip -rap, placed
depth
0 ft
length
ft
width
0.0
(tons)
0
$60.00
$0.00
survey and layout (price per 0.1 mi.)
acres
9
basins
$4,500.00
mobilization
$500.00
as -built drawings (per facility)
$2,000.00
$0.00
materials testing (per facility)
Mae
ea
$2,000.00
$0.00
compaction testing (per dam)
as
$5,000.00
$0.00
manufactured facilities (attach manufacturer's
or contractor's
price as a base)
$0.00
cost sum $42,050.00
contingency $4,205.00
Total $46,260
8/25/2016
Fairhill Estates
WPO file number: WP0201500095
Erosion and Sediment Control Bond Estimate
Item Item
Number
stabilization (PS, TS)
silt fence (SF)
safety fence (SAF)
diversion (DD, FD, RW D)
temporary slope drain (TSD)
earthwork for trap/basin
#1
earthwork for trap/basin
#2
earthwork for trap/basin
#3
earthwork for trap/basin
#4
earthwork for trap/basin
#5
earthwork for trap/basin
#6
earthwork for trap/basin
#7
earthwork for trap/basin
#6
pipe length -R
height of dam at toe
ft
height of fill efface
ft
length of dam
ft
top width
ft
(area above transition)
6 at
(total width of dam)
16 ft
(height below transition)
7 ft
(area below transition)
7 sf
(total fill volume)
9.6 cy
length spillway
_fl
width off spillway
ft
height of dam at toe
ft
height of fill at face
ft
length of dam
ft
top width
ft
(area above transition)
6 at
(total wdid, of dam)
4 ft
(height below transition)
1 ft
(area below transition)
1 sf
(total fill volume)
11.7 cy
length spillway
_fl
width off Spillway
tt
height Of dam at toe
ft
height of fill at face
ft
length of dam
ft
top width
ft
(area above transition)
160 at
(total width of dam)
20 ft
(height below transition)
2 ft
(area below transition)
16 sf
(total fill volume)
228.1 cy
length of spillway _fl
width of spillway tt
height of dam at toe
ft
height of fill at face
ft
length of dam
ft
top width
ft
(area above transition)
198 at
(total width of dam)
20 ft
(height below transition)
1 ft
(area below transition)
9 sf
(total fill volume)
920.0 cy
length of spillway _flf[
width of spillway
height of dam at toe
ft
height of fill at face
ft
length of dam
ft
top width
ft
(area above transition)
70 at
(total width of dam)
2 ft
(height below transition)
-4 ft
(area below transition)
-20 sf
(total fill volume)
129.6 cy
length of spillway
_fl
width of Spillway
tt
height Of dam at toe
ft
height of fill at face
ft
length of dam
ft
top width
ft
(area above transition)
16 at
(total width of dam)
12 ft
(height below transition)
4 ft
(area below transition)
8 sf
(lotsl fill volume)
62.2 ay
length of spillway _fl
width of Spillway ft
height of dam at toe
ft
height of fill at face
ft
length of dam
ft
top width
ft
(area above transition)
48 at
(total width of dam)
loft
(height below transition)
1 ft
(area below transition)
4 sf
(lotsl fill volume)
192.6 cy
length of spillway
_fl
width of Spillway
tt
height of dam at toe ft
height of fill at face ft
length of dam ft
top width ft
(area above transition) 48 at
pipe diameter -in
cut at high sideft
cut at face ft
length of cul ft
width of cut ft
(area below transition) 1008 sf
(total width of cut) 96 ft
(depth below transitior 2 ft
(area above transition; 92 sf
(total fill volume) 1222.2 cy
(TOAL CV estimate) 1225 cy
(spillway stone tons) 5.2 tons
cut at high sideft
cut at face ft
length of cul ft
width of cut ft
(area below transition) 12 at
(total width of cut) 16 ft
(depth below transitior 1 ft
(area above transition; 7 sf
(total fill volume) 56.3 cy
(TOAL CV estimate) 60 cy
(spillway stone tons) 4.6 tons
cut at high sideft
cut at face ft
length of cul ft
width of cul ft
(area below transition) 68 at
(total width of cut) 34 ft
(depth below transitior -2 ft
(area above transition; -38 sf
(total fill volume) 44.4 cy
(TOAL CV estimate) 243 cy
(spillway stone tons) 5.2 tons
cut at high sideft
cut at face ft
length of cul ft
width of cut ft
(area below transition) 0 at
(total width of cut) 10 ft
(depth below transitior 0 ft
(area above transition; 0 sf
(total fill volume) 0.0 cy
(TOAL CV estimate) 920 cy
(spillway stone tons) 5.2 tons
cut at high sideft
cut at face ft
length of cul ft
width of cut ft
(area below transition) 224 at
(total width of cut) 40 ft
(depth below transitior -2 ft
(area above transition; -44 sf
(total fill volume) 400.0 cy
(TOAL CV estimate) 443 cy
(spillway stone tons) 1.7 tons
cut at high side10 ft
cut at face 5 ft
length of cul ft
width of cut ft
(area below transition) 100 at
(total width of cut) 40 ft
(depth below transitior 5 ft
(area above transition; 75 sf
(total fill volume) 259.3 cy
(TOAL CV estimate) 280 cy
(spillway stone tons) 2.3 tons
cut at high sideft
cut at face ft
length of cul ft
width of cul ft
(area below transition) 132 at
(total width of cut) 26 ft
(depth below transitior -4 ft
(area above transition; -fib sf
(total fill volume) 94.8 cy
(TOAL CV estimate) 224 cy
(spillway stone tons) 10.4 tons
cut at high sideft
cut at face ft
length of cul ft
width of cut ft
(area below transition) 100 at
No. Unit
Unit Cost
Cost
(installed)
9u acres
$5,000.00
$45,000.00
440.0 ft
$5.00
$2,200.00
0.0 ft
$5.00
$0.00
2640 ft
$13.00
$34,320.00
$0.00
$0.00
$13.00 $15,925.00
$50.00 $260.00
$13.00 $780.00
$50.00 $230.00
$13.00 $3,159.00
$50.00 $260.00
$13.00 $11,960.00
$50.00 $260.00
$13.00 $5,759.00
$50.00 $85.00
$13.00 $3,640.00
$50.00 $115.00
$13.00 $2,912.00
$50.00 $520.00
8/25/2016
Fail Estates
WPO file number: WP0201500095
Erosion and Sediment Control Bond Estimate
Item Item
Number
mobilization
stream crossing (computed independently)
No. Unit Unit Cost Cost
(installed)
(total width of dam)
10 k
(total width of cut)
32 It
$460.00
(height below transition)
1 k
(depth below transitior
1 If
$200.00
(area below transition)
4 at
(area above transition;
15 at
(total fill volume)
231.1 cy
(total fill volume)
255.6 cy
$0
length of spillwayk
$100.00
(TOAL CV estimate)
333 cy
$200.00
width of spillway
k
(spillway stone tons)
9.2 tons
structures for basin
$13.00
$270.00
$270.00
riser h=
k
$2,000.00
$2,000.00
riser diameterin
rin
(riser unit price)
$0.00
barrel length
k
base plate or fdn
-
$4,500.00
barrel diameter
(barrel unit price)
$0.00
$0.00
cost sum
barrel collars
Mh
contingency
$14,643.20
baffle length
silt fence inlet protection (IP)
stone inlet protection (IP)
outlet protection (OP)
lengthk
width
5 It
channel (SCC, matted)
length
k
width
10 If
check dam
depth in channel
k
channel width
6 It
construction entrance (CE)
wash rack
paved construction entrance
rip -rap, placed
depth
_k
length
-k
width
(tons)
o tons
survey and layout (price per 0.1 mi.)
acres
traps and basins
mobilization
stream crossing (computed independently)
No. Unit Unit Cost Cost
(installed)
8/25/2016
$13.00
$4,329.00
$50.00
$460.00
$0.00
$200.00
$o
$0.00
$200.00
$o
$50.00
$0
$100.00
$0.00
$200.00
$600.00
-A
$225.00
$675.00
$13.00
$270.00
$270.00
$z,00,000.00
$2,000.00
$2,000.00
$2,000.00
$3,500.00
$3,500.00
$60.00
$0.00
$4,500.00
$500.00
$0.00
cost sum
$146,432.00
contingency
$14,643.20
Total
$161,080
8/25/2016