HomeMy WebLinkAboutWPO201400063 Bond 2014-07-07Project Name
WPO file number: wpo201400
Stormwater Management Plan Bond Estimate
Item Item
Number
permanent diversm or ditch
standard manhole frame top (not inle
drop inlet or grate
manhole struct (per ft. rise)
pipe, rcp, cmp(15 to 48 ")
60.0 in tl
pipe, top, cmp(15to48")
30.0 in d
pipe, rcp, cmp (15 to 48 ")
15.0 in tl
aggregate base or drainage stone
12.0 in tl
earthwork for trapNasin
0 ES -1,2
$450.00
height of dam at toe
260.0 ft
height of fill at face
25.0 ft W
length of dam
0 ft
top Wdth
0 ft
(a-above Vansifien)
0 ft
(total width of dam)
0 ft
(height below transition
0 ft
(area below Idensihon)
0 ft
(total fill volume)
0 ft
length of spillway
0 ft
witlth of spillway
structures for basin
(arcs below Vansltlo,)
0 sf
ser height
0 fl
er diameter
0 ft
barrel length
0 It
barrel diameter
trees
shrubs
seedlings
undardrain(LF)
bioflter soil mix (CV)
trash deck/ anti wdex devices
maintenance access road (LF)
np -rap, placetl depth 0 ft length
width 0.0 (tons)
survey and layout (price per 0.1 mi.) acres 1 besets
mobilisation
as -built dm ings(per facility)
materials testlng (par facility)
compaction testing (per dam)
manufactured facilities (attach manufacturers or contractor's price as a base
0.0 ft
0
1
No. Unit Unit Cost Cost
(installed)
0 ft
0 ES -1,0
$0.00
0 EC -1
$500.00
0 ES -1,1
5 as
0 EC -0
$17,500.00
0 ES -1,2
$450.00
0 EC -1
260.0 ft
60.0 ft L
25.0 ft W
200.0 ft
0 ft
cut at high side
0 ft
$35.00
0 ft
cut at face
0 ft
$3,675.00
0 ft
length of cut
0 ft
0 ft
With of cut
0 ft
0 sf
(arcs below Vansltlo,)
0 sf
0 fl
(total wish of cut)
0 ft
0 It
(depth low lransilion
0 fl
0 sf
(area above transition)
0 sf
0.0 cy
(total fill volume)
0.0 cy
0 ft
(TOAL CV estimate)
0 cy
0 ft
(spillway stone Ions)
0 tons
0 f
0 in
(riser unit price)
$000
0 ft
base plate . or ton
0
0 in
(barrel unit price)
$0.00
barrel collars
0
baffle length
0 ft
trees
shrubs
seedlings
undardrain(LF)
bioflter soil mix (CV)
trash deck/ anti wdex devices
maintenance access road (LF)
np -rap, placetl depth 0 ft length
width 0.0 (tons)
survey and layout (price per 0.1 mi.) acres 1 besets
mobilisation
as -built dm ings(per facility)
materials testlng (par facility)
compaction testing (per dam)
manufactured facilities (attach manufacturers or contractor's price as a base
0.0 ft
0
1
No. Unit Unit Cost Cost
(installed)
0 ft
$13.00
$0.00
4 as
$500.00
$2,000.00
5 as
$3,500.00
$17,500.00
32 ft
$450.00
$14,400.00
260.0 ft
$200.00
$52,000.00
200.0 ft
$65.00
$13,000.00
205.0 ft
$35.00
$7,175.00
105.0 ton
$35.00
$3,675.00
$0.00
$200.00 $0
$0.00
$200.00 $0
$50.00 $0
4 ea
$150.00
$600.00
12 ea
$50.00
$600.00
0 as
$5.00
$0.00
200 ft
$5.00
$1,000.00
140 cy
$38.00
$5,320.00
0 ft
$1,500.00
$0.00
0 ft
$50.00
$0.00
$60.00 $0.00
$1,000.00
$500.00
1 as $2,000.00 $2,000.00
1 ea $2,000.00 $2,000.00
1 as $5,000.00 $5,000.00
i
cost sum $127,770.00
pmt mgml $19,165.50
contingency $14,693.55
Total $161,630
9/12/2014
Project Name
WPO file number:
Erosion and Sediment Control Bond Estimate
Item Item
Number
stabluation (PS, TS)
silt fence (SF)
safety fence (SAF)
diversion (DD, FD, RW D)
temporary stape drain (TSD)
pipe length
earthwork for tmp/basin
2 it
cut at high side
height of dam at too
2 ft
height of fill at face
2 it
length of dam
length of cut
tap width
2.5 It
(area above transition)
67 it
(total width of tlam)
(area below transition)
(height below Transition)
4 ft
larea below Transition)
71 it
length of spillway
(depth below Imnsitior
width of spillway
structures for basin
(area above transition)
-75 sf
riser height
(total 811 volume)
rear diameter
6 it
barrel length
78 cy
barrel diameter
sift fence inlet protection (IP)
3.5 tons
stone inlet protection (IP)
outlet protection (OP)
length
channel (SCC, matted)
length
check dam
depth in channel
construction entrance (CE)
0 in
wash rack
-. .
paved construction entrance
barrel collars
rip -rap, placed
depth
baffle length
width
survey and layout (price par 0.1 mi.)
acres
mobilization
780 it
stream crossing (computed independently)
15 it
pipe diameter
18 in
2 it
cut at high side
0 it
2 ft
cut at face
2 it
40 ft
length of cut
29 it
2.5 It
width of cut
67 it
13 sf
(area below transition)
142 at
4 ft
(total witlth of cut)
71 it
0 ft
(depth below Imnsitior
-2 ft
0 sr
(area above transition)
-75 sf
(total 811 volume)
72.0 cy
6 it
(TOAL CV estimate)
78 cy
10 ft
(spillway stone tons)
3.5 tons
0 it
0 in
$0.60
0 ft
base plate or fdn
0
0 in
-. .
barrel collars
0
baffle length
0 it
15 it
width
10 it
780 it
width
4 It
1 it
channel width
10 it
0 it
length
0.0 it
0.0
ns)
0 Lon,
1
traps and basins
1
No. Unit
Unit Cost
cost
(installed)
2.8 acres
$5000.00
$14,000.00
1530.0 it
$5M
$7,650.00
0.0 it
$5.00
$0.00
400 it
$13.00
$5,200.00
$40.00
$1,100.00
I
cost sum
prq mgmt
contingency
Total
$13.00
$50.00
i
$200.00
$50.00
$100.00
$20000
$67500
:tom
$1,014.00
$175.00
$0.00
$0
$0.00
$0
$0
$0.00
$1,400.00
$1,350.00
$4,056.00
$4,725.00
$0.00
$2,000.00
$3,500.00
$0.00
$1,000.00
$500.00
$0.00
$47,670.00
$7,150.50
$5,482.05
$60,310
9/12/2014
Internal Use O y 4°'1 AL l f Faid: 1 8110
aii
Intake: Forward to Management Analyst w
*-11k...11091 ,/ i
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REQUEST TO ESTABLISH A BOND
APPROVED PLAN# (,ti1 U e O/ LI G 0 0 (o
PROJECT NAME: (\l Q., C k.t)r- c11
(As listed on the approved plan)
All parcels in the project, including any off-site work if easements are not provided, and current owners. Use a
separate sheet if more owners are required. Owner and tax map information must be correct,and plans must be
approved prior to bond estimates being prepared.
TAX MAPs/PARCELs: / / / C )OWNER'S NAME: IV e.
SIGNATURE: A� ttl. (2 L date: 9 14114
TAX MAPs/PARCELs: OWNER'S NAME:
SIGNATURE: date:
TAX MAPs/PARCELs: OWNER'S NAME:
SIGNATURE: date:
TAX MAPs/PARCELs: OWNER'S NAME:
SIGNATURE: date:
TAX MAPs/PARCELs: OWNER'S NAME:
SIGNATURE: date:
NOTE: If ownership of the property is in the name of any type of legal entity or organization
including, but not limited to the name of corporation, partnership, limited liability company,
trust, association,etc., documents acceptable to the County must be submitted certifying that
the person signing above has the authority to do so.
The requested estimates are;
❑ VESCP Erosion&Sediment Control per Water Protection Ordinance section 17-207; $0 fee
VSMP Erosion and Sediment Control, Stormwater Management and Mitigation per Water
Protection Ordinance section 17-208; $250 fee required
El Subdivision (roads,drainage, etc.)per Subdivision Ordinance section 14-435;
&Water& Sewer per Subdivision Ordinance section 14-435; $250 fee required
A bond estimate will be prepared by the plan reviewer. The estimate must be sent to the owner. Please provide
contact information.
EMAIL: P'\l e rn.ck c_0
OR REGULAR MAIL ADDRESS:
Revised 6/20/2014