HomeMy WebLinkAboutWPO202000044 Bond Estimates 2021-04-07 (2)Project Name: VSMP Plan Tenpas Residence, WP02020-00044
WPO file number: WP02020000"
TM P(s): 01600-00-00-010A5
Date Estimate Completed: 4/7121
Erosion and Sediment Control Bond Estimate
Item Item
Number
stabltralion (PS, TS)
silt forme (SF)
safety fence (SAF)
divemion (DID, FD, Rri
Level Spreaders 3 Iota]
matting, EC-2 ♦ 3' FILTER FABRIC (Lr)
dp-rap. placad(NA)
depth
width
:Y3 stone, placed (400 SE)
depth
width
treated limber_ 6" x V x 16' (plan specs Conerate ea.
(Ref Ghogle semch-Lowe's treated lumber_
SV 98, 4n21)
temporary slope dain(TSD)
pipe length
grlhwork for tmp dais.
Sed men] Tao 1
height of dam at toe
ho ght of fill at face
length of dam
top width
(area above transition)
(total width of dam)
(height below transition)
(area below transition)
Qotal fill volume)
length of spillway
width of spillway
40.0 It L
ft length
(tons)
0.3 ft
length
10.0
(tons)
(Installed =1.5 x Material
Expense)
0 ft
pipe diameter
2ft
out high side
0.5ft
out at few
88 ft
length of cut
2ft
width of of
1.5 of
(area belowtransition)
4 If
(total width of cup
1.5 ft
(depth below transition)
0.75M
(area above transition)
7.3 cy
(total cut volume)
7.5 ft
(TOAL CV estimate)
7ft
(spillway stone tons)
earhwork for had; Calc. above
tree proterfion
OCt.
-50-ft material I ame
sift fence inlet protection (IP)
stone inlet protection (IP)
outlet protection (OP)
length
6 ft
width
channel($CC, mafted)
length
217 R
width
Check dam
depth in channel
1.5 R
channel Worn
oonstNGilon ¢nano, (C.E)
.an rack
paved ematmfAon entrance
rp-rap, placed
depth
0 If
length
width
0.0
(tans)
survey and layout (pros per 0.1 mi.)
acres
0.5
traps and basins
mobil alion
stream Crossing (Computed indeperlderldy) - intended for VESCH crossings,
not permanent slmGure;
M
V(X-A
ESC_bovd_W 3OApr2014wpo2A2000044 Tagus 040721 Arx
Ns. Unit
Unito
Cam(
(installed)
4.2 acres
$5.000.00
$21,050.00
7MA If
$5.00
0.678.75
ft
$5.00
from
315 If
$13.00
$4,095.00
10.0 ft w
44.4 sy
$2.00
$88.89
It
0
$60.00
from
40.0 If (Total, for $)
9
$35.00
$315.00
78.0 StEa.
3 ea
$11T.00
$351.00
D in
Woo
from
Oft
1.5 ft
71ft
20 It
34.5 at
31 It
2.5 ft
32.5 of
176.2 cy
179 cy
$1300
$2,32T.00
31ons
$50.00
MOM
oy
$1300
from
0 ft
S5.00
$0.00
0
$100.00
$0.00
2
$200100
MOM
4 If
2
$108DO
$216.00
6 R
$1,692.60
6 ft
3
$202.50
$607.50
$2,000.00
$0,00
1
$2,000.00
$2,00600
1
$3,500.00
$3,500.00
0.0 It
0 tons
$60.00
$O.o6
1
$750.00
$500.00
$0.00
Coslsum
$41,721.74
p bi ragmt
$6.258.26
contingency
$4,798.00
Total
$52,780
sn/2021