HomeMy WebLinkAboutWPO201800013 Bond Reduction 2020-12-040
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, North Wing
Charlottesville, Virginia 22902-4596
Phone (434) 296-5832 Fax (434)972-4126
STORMWATER MANAGEMENT CONTROL PERFORMANCE BOND REDUCTION
PROJECT NAME: �3(nOkinlli SUL ��J J1Clta i Ar&h-er&e. USAF
' , 1 /�
PLAN/PERMIT NO.:IlWP 2-0 �(iDU VAKUo K -793
DATE: I �/ 1 / 2-0 Z-D
Current amount= $ 33 , & q D
This project has been partially com leted� 'the 5p r management control performance bond
maybe reduced to: $
_ Amok
Stormwater Mana ement lKspector
Bond reduction can be processed if all re -inspection and annual maintenance fees invoiced have been
paid.
Community Development Department
All fees invoiced on the above project have been colle d.
Director o Community Development/ unty Engineer
zz&L.Z=Q
Date
Cc: Ana Kilmer
Revised: 02/21/2020
Revised:02/21/20
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, North Wing
Charlottesville, Virginia 22902-4596
Phone (434) 296-5932 Fax (434)972-4126
PROJECT NAME:
PLAN/PERMIT NO.:
VhiI
POZDI(?
ZO 20
Current bond amount = $ i I b / 9- KO
I0k-7
This project has been partially completed and the erosion control performance bond may be
reduced to: $ 45f
�a:Sj 376-' OO
IN
Erosion Control Inspector
Community Development Department
All fees invoiced on the above project have been Ilected. j
Dire or of Commun ity Development ountyEngineer
1z1'P/z.D
Date
Ise VS)w P
Cc: Ana Kilmer Revised: 02/21/2020
Brookhill State Route 643, Stella Lane and Archer Ave VSMP
WPO file number. WPO201800013
TMP(s): 04600-00,11M1800, 04600-00-00-019A0,04600-00-00-019B7, 04600-00-00-019B3, 04600-00-00-018A0, 04600-00-00-019B4
Date Estimate Completed: 12/13/18
Emelon and Sediment Control Bond Estimate
Item Items
Number No Unit Unit Cm Sgd1 %Complete Remlanirm Cal
finni
stablivtion (PS. TS)
sikhnre(SF)
as...
$32.450.00
a0% j
6,490.00
safety fence(W)
awe,
$44.535.00
80% j
a.907.00
diverelen (DD, FD, RWD)
OOu
$0.00
m
temporary elopedrem (TSD)
pipe length
—4 h
pipe diameter
'fin
a
$0.00
0.00
."hworkforaeprLesin
Might of dem in we
efl
cut at high title
Might of fill etnone
ft
cut at face
length of clam
ft
length of cot
ft
top width
_' ft
wldnt of W
M1
iaraa abode tmnsnioe
0 of
U of
(total width of dam;
0 ft
0 It
thoigid below tansnio
Oft
0a
rea below transition;
0 of
RMaI fill rdunnl
Do,
Wrenillery
ft
$13.W
E0.00
of
sw.co
$0.00
stNOWtee for baein
riser height
q
dserdismeter
in
direr cent prier;
30.00
Man lent
fl
beceplideorlan
0
j200.00
so
Mml diameter
_in
(barrel u" "m
jp00
barrel collets
6
$200,00
W
bag: length
6 n
E50.00
§0
utfenminlelprotecil
0
$0.00
atone intent prolectim (IP)
oullct protection(01P)
Intent
�ft
wMnt
- 2q
N
$10,800.00
80% j
2,160,00
ISTINMO a ST"ll
__I
-,
,6
$3,712.50
80% E
i42.W
channel (SM, mid"
length
ft
width
S�iq
$0.00
check dam
depth in cMonel
ft
channel widN
II ft
,
.��
$0.00
constiuotion entrance (GE)
wash ran
QI
$5,000.00
E0% $
1,000A0
paved continuation entrench:
0
$4,000.00
a0% E
Boom
rip-,epp. placed
depth
ft
length
se_Y'�1ft
$0.00
$0.00
width
`oosl
0 toiu
$"D
sury mdlerout(priceper0.1
mi.) emee
9J
baps ant bnice
to
E3,2W,00
W%§
email
mobiliaetion
abeam oreeaing (cempuled indepmdently)
0x.60o'e0
0 0
00000
EUDD
rms §
wsttum
..____
E10624T.50
_...
E21,249.
mntingenry
E10,824.T5 �
j0.T2
som
j2,121.W95
Original
8116,880 LCurrenb
Ex3,3---
Brookhill State Route 643, Stella Lane and Archer Ave VSMP
WPO file number: WP0201800013
TMP(s): 04600-00.00-01800, 04600-00-00-019AO,04600-00-00-019B7, 04600-0040-019B3, 04600-00-00-018AO, 04600-00-00-019B4
Date Estimate Completed: 12113M8
Storrnwater Management Bond Estimate
Item Item Number No. Unit Unit Cost Cost %Complete Remianina Cost
(installed)
permanent diversion or ditch
ft
$13.00
$0.00
$
standard manhole frame top (not inlet)
inlet
tree
6�ea
$500.00
$1,000.00
80% $
200.00
mandrop tr cturgrat
manhole structure (per R. rise)
$3,500.00
$0.00
$
to46')aina
pipe, Pop,gat
TUin
d
ES-1,2
is ft
W&ft
$450.00
$35.00
$6,750.00
$2,100.00
80% $
80% $
1,350.00
Q0,00
base
eo
aggregate aria or drainage aroma
In d
ft L
00 n v.
0.0
..
ton
$35.00
$O.Itp
$
aertlrvmrk for Uaplbasin
height of dam at toe
Oft
at at high side
Mft
height of fill at face
O ft
mtalface
ft
length of darn
R
length or cut
ft
top width
ft
width of art
ft
jams ,.hove transnlo
0 st
late. below transit;,.
0 sf
(total width of dam)
0 ft
(height below trensni
0 ft
(area below transltiol
sf
(total fill vnlume)
0.0 by
length or spillway
Oft
$13.00
$0.00
width of spillway
ft
$50.00
$0.00
structures; for basin
riser height
Oft
riser diameter
In
(riser unit price)
$0.0
barrel length
0 ft
base plate orfdn
_
- 0
$200.00
$p
barrel diameter
_ in
lkaocl unit Price,
$0.00
barrel collars
0
$200.00
$0
baffle length
0 n
$50.00
$0
crew
shrubs
O,ea
$275.00
$0.00
seedlings
6ea
$50.00
$'0.00
underdreln (LF)
O'ea
$5.00
$0p0
biofilter soil mix(C1)
0'b
$500
$0.00
bashenanand devices
D by
$45500.00
$0.00
maintenance access men (LF)
accesso(1-F
T}R
$1,500.00
$0.00
level spreader Installation (LS-10611)
all
$50.00
$0.00
2'w
$5,000.00
$10,000.00
100% $
tlP+ap 1 (I-11), placed
depth
ft
length
�"AO n
width
3.
(tons)
135
$60.00
$810.00
80% $
162.00
rp-rep 2 (LS-10), placed
depth
t ft
length
ft
width
3.
(low)
2925
E80.00
$175.50
BO% $
35.10
survey and layout (ptice per 0.1 Mi.)
acres
MI
basins
0
mobilbatlon
$3.245.00
80% $
649.00
asbuiltdrewlrgs(perfedlity)
$2,500.00
8M/ $
500.00
tea
$2,000.00
$4,000.00
100% $
12/4/2020
Brookhill State Route 643, Stella Lane and Archer Ave VSMP
WIND file number: WP0201300013
TMP(s): 04600-00-00-01800, 04600-00.00.019A0,04600-00-00-019B7, 04600-00-00-019133, 04600-00-00-018A0, 04600-00-00-0119134
Date Estimate Completed: 12M 3/18
Stormwater Management Bond Estimate
Item Item
Number
No. Unit Unit Cost
Cost %Complete Remianina Coat
installed
mate4als testing (per facility)
ea $2.000.00
$0.00
compaction testing (per dam)
w $3,000.00
$0.00 $
manufactured facilities (attach manufacturers or contractors price as a base)
$0.00 $
...mom sum $90,680,60
.
contingency $3,0$$.05
3,316.10
$331.61
Original $33,640 "Zurrant- S--3,647.71
12I4/2020