HomeMy WebLinkAboutWPO201800031 Bond Estimates 2018-10-05Project Name: VSMP Plan for Hollymead Town Center Hotel
WPO file number: 2018-00031
TMP(s): 32-41D5
Date Estimate Completed: 10/05/18 (by Shimp Engineering)
Erosion and Sediment Control Bond Estimate 10/5/2018
Item Item
Number
stablization (PS, TS)
silt fence (SF)
safety fence (SAF)
diversion (DD, FD, RWD)
temporary slope drain (TSD) pipe length
-ft
pipe diameter
` 0 in
earthwork for trap/basin
channel (SCC, matted)
length
0 ft
height of dam at toeft
' 0 ft
cut at high side
5 ft
height of fill at face
ft
cut at face
5 ft
length of dam
ft
length of cut
80 ft
top width
ft
width of cut
22 ft
(area above transition)
0 sf
(area below transitior
160 sf
(total width of dam)
8 ft
(total width of cut)
42 ft
(height below transition)
4 ft
(depth below transitic 0 ft
(area below transition)
0 sf
(area above transitior
0 sf
(total fill volume)
0.0 cy
(total fill volume)
474.1 cy
length of spillwayft
Mft
(TOAL CY estimate)
474 cy
width of spillway
(spillway stone tons)
2.1 tons
structures for basin
$33,705.00
contingency
riser heightW000
ft
Total
riser diameter
in
(riser unit price)
$0.00
barrel lengthft
base plate or fdn
-
barrel diameter
in
(barrel unit price)
$0.00
barrel collars
Mft
baffle length
silt fence inlet protection (IP)
stone inlet protection (IP)
outlet protection (OP)
length
'11 ft
width
0 ft
channel (SCC, matted)
length
0 ft
width
' 0 ft
check dam
depth in channel
0 ft
channel width
0 ft
construction entrance (CE)
$0.00
$0.00
$200.00
wash rack
0
$0.00
$0.00
paved construction entrance
$0.00
0
$0.00
$0.00
rip -rap, placed
depth
ft
length
Mll, ft
$0.00
width
$3,500.00
(tons)
0 L1111
survey and layout (price per 0.1 mi.)
acres
traps and basins
-
mobilization
stream crossing (computed independently)
shimp engineering -10/5/18, chk. by JA, 11/2/18
WP0201800031 HTC Hotel - ESC Bond Estimate shimp-engr 100518.xlsx
No. Unit Unit Cost Cost
installed
1.5
acres
$5,000.00
$7,500.00
800.0
ft
$5.00
$4,000.00
0.0
ft
$5.00
$0.00
606 ft
$13.00
$7,878.00
qq
$0.00
$0.00
$13.00 $6,162.00
$50.00 $105.00
11/2/2018
$0.00
$200.00
$0
$0.00
$200.00
$0
$50.00
$0
qq
$100.00
$0.00
$200.00
$1,600.00
0
$0.00
$0.00
$0.00
0
$0.00
$0.00
1
$2,500.00
$2,500.00
0
$2,000.00
$0.00
$3,500.00
$0.00
$60.00
$0.00
$1,460.00
$2,500.00
$0.00
cost sum
$33,705.00
contingency
$3,370.50
Total
$37,080
11/2/2018