HomeMy WebLinkAboutWPO201300033 Bond Estimates Bond Estimate 2013-07-12Peabody School
WPO file number: WP0201300033
Stormwater Management Plan Bond Estimate
Item Item
No. Unit
Unit Cost
Cost
Number
installed
site clearing
permanent diversion or ditch
0 ft
$13.00
$0.00
standard manhole frame top (not inlet)
0 ea
$500.00
$0.00
manhole structure (per ft. rise)
0 ft
$450.00
$0.00
pipe, mig, mp(15 to 48')
0.0 in
0ES -1,2
0EC -1
0.0 ft
$0.00
$0.00
aggregate base or drainage stone
1.0 in d
50.0 ft L
8.0 ft w
35.0 ton
$35.00
$1,225.00
1 basin
height of dam at toe
0 ft
cuf at dam
0 ft
height of dam at face
0 ft
cut at high side
0 ft
length of dam
260 ft
length of cut
0 ft
top width
0 ft
width of cut
0 ft
(comp. fill voil
0.0 cy
(cut vol)
0.0 cy
$13.00
length of spillway
0 ft
(by set)
0.0
width of spillway
0 ft
(spillway some tons)
0
$50.00
$0.00
(price of base)
$0
barrel collars
0
baffle length
0 ft
$0.00
Vass
2 as
$150.00
$300.00
shrubs
35 as
$50.00
$1,750.00
seedlings
0 as
$5.00
$0.00
underdrain (LF)
75 ft
$5.00
$375.00
Witter soil mix (C1)
37 cy
$38.00
$1,406.00
trash rack/ anti vortex devices
0 ft
$1,500.00
$0.00
maintenance access mad (Li
240 ft
$50.00
$12,000.00
np -rap, placed
depth
0 ft
length
0.0 ft
width
0.0
(tans)
0
$60.00
$0.00
umey and layout (price per 0.1 mi.)
acres
1
basins
2
$1,500.00
mobilization
$500.00
as -built drawings (per facility)
1 as
$2,000.00
$2,000.00
materials testing (per facility)
1 ea
$2,000.00
$2,000.00
compaction testing (per dam)
1 as
$5,000.00
$5,000.00
manufactured facilities (attach manufacturer s or contractors price as a base
cost sum $28,056.00
prof mgmt $4,208.40
contingency $3,226.44
Total $35,500
7/12/2013
Peabody School
WPO file number: WP0201300033
Erosion and Sediment Control Bond Estimate
Item Item
Number
stablization (PS, TS)
cut at dam
sill fence (SF)
2 ft
safety fence (SAF)
2 ft
diversion (DD, FD, RWD)
length of cut
1 temporary sediment trap (ST or CIP)
2 ft
width of cut
height of dam at toe
44.4 cy
height of dam at face
48.1 cy
length of dam
(cy est)
top width
3 ft
(Comp. fill vol)
3.33333
length of spillway
cut at dam
width of spillway
1 temporary sediment trap (ST or CIP)
cut at high side
2 ft
height of dam at toe
length of cut
height of dam at face
2 ft
length of dam
5 ft
top width
(cut Vol)
(Comp. fill vol)
loft
length of spillway
41.9
width of spillway
silt fence inlet protection (IP)
1.11111
stone inlet protection (IP)
width
outlet protection (OP)
length
channel (SCC, matted)
length
check dam
depth in channel
construction entrance (CE)
0 ft
ash rack
0.0 ft
paved construction entrance
(tons)
rip-rap, placed
depth
traps and basins
width
survey and layout (price per 0.1 mi.)
acres
mobilization
stream crossing (computed independently)
2 f
cut at dam
2 f
2 ft
cut at high side
2 ft
50 ft
length of cut
50 ft
2 ft
width of cut
5 ft
44.4 cy
(cut Vol)
48.1 cy
loft
(cy est)
63.0
3 ft
(spillway stone tons)
3.33333
1 ft
cut at dam
1 ft
1 ft
cut at high side
2 ft
60 ft
length of cut
60 ft
2 ft
width of cut
5 ft
15.6 cy
(cut Vol)
36.7 cy
loft
(cy est)
41.9
1 ft
(spillway stone tons)
1.11111
0 ft
width
0 ft
0 ft
width
0 ft
0 ft
channel width
0 ft
0 ft
length
0.0 ft
0.0
(tons)
0
1
traps and basins
2
No. Unit
Unit Cost
Cost
$700.00
(installed)
$0.00
2.3 acres
$5,000.00
$11,400.00
800.0 ft
$5.00
$4,000.00
400.0 ft
$5.00
$2,000.00
400 ft
$13.00
$5,200.00
$13.00
$50.00 $985.19
I=
$50.00
$599.63
7 $100.00
$700.00
0 $200.00
$0.00
3 $0.00
$0.00
$0.00
1 $0.00
$0.00
1 $2,000.00
$2,000.00
1 $2,000.00
$2,000.00
0 $3,500.00
$0.00
f
$1,500.00
$500.00
cost sum $30,884.81
prof mgmt $4,fi32.72
contingency $3,551.75
Total $39,070
Method for volume
(tenth) x(total widl
assume face at 2:
total width = 3x(tot
average height = (
Method for volume
gamh) x(total widl
assume face at 2:
total width = 3x(tot
average height = (
7/12/2013