HomeMy WebLinkAboutWPO200800037 Bond Estimates WPO VSMP 2018-10-30 Earlysville Business Park
WPO file number:WP0200800037
TMP(s):031000000021A0,03100000002100
Date Estimate Completed:10/2/18
Erosion and Sediment Control Bond Estimate
Item Item No.Unit Unit Cost Cost
Number jinstalled)
stablization(PS,TS) 9.2 ac 548,000.00
silt fence(SF) 0.0 ft $0.00
safety fence(SAF)&TP 1750.0 ft $8,750.00
diversion(DD,FD.RWD) 400 ft $5,200.00
temporary slope drain(TSD( pipe length 0 ft pipe diameter ,,,%, 0 in $0.00
earthwork for trap/basin
hedam at toe 2.5,ft cut at fi gh side ft
haghtght ofof fill at face 2.5 tt cut at face 5 ft
length of dam 290 ft length of cut ft
top width .; :M,ft width of cut ft
s urtsilori) 50 of (a't, ..,risihon) 13
.. of dam) 7 ft (lot, _cut)
(heicMoelow transition) 1 ft (dept below lrensiga
(else below transition( 2.5 of (area above transition) 810 sf
56:- (total fill volume) 17745.8 cy
length of spillway illrb ft (TOAL CY estimate) 17934 cy $13.00 5233.142.00
width of spillway 0 ft (spillway stone ions) 0 lo, $50.00 $0.00
structures for basin 1,
riser height 8 3
neer ttraerater78 in .... $0 00 $0.00
barrel length 298 f1 base plate or fan 11111 $200.00 $200
barrel diameter 30 in $19,370.00
barrel collars c ;b $200.00 $0
baffle length 0 h $50.00 $0
silt fence inlet protection(IP)8 CIP 3 ea $100.00 $300.00
stone inlet protection(IP) 5 ea $200.00 51,000.00
outlet protection(OP) length 11 ft width 9 ft 1 ea $445.50 $445.50
outlet protection(OP) length 12 ft Width 0 ft 1 ea $324.00 $324.00
channel(SCC,matted) length 395 ft Width 8 ft $4,108 00
check darn depth In channel 0 ft channel width 0 ft 0 ea 50.00 $0.00
construct=entrance(CE) 0 ea $2.500.00 $0.00
wash rack 0 ea $2.00000 $0.00
paved construction entrance 1 ea $3.500.00 $3.500.00
rip-rap,placed(D1 outfall) depth 2 ft length 140.0 ft
width 8.0 $80.00 57.728.00
rip-rap,placed(ssc) depth 2 ft length x.170.0 ft
width 8.0 .I $60.00 59.384.00
rip-rap.placed(other) depth 2 ft area Mt,sf
10.Si:- owiloggi. $80.00 52.608.20
survey and layout(price per 0.1 mi.) acres 9.2 traps and banns 1111.111 $5,100.00
mobilization
$2.500.00
stream crossing(computed independently) $0.00
cost sum $349.659.70
contingency $34.965.97
Total $384,630
10/30/2018
Earlysville Business Park
WPO file number:WP0200800037
TMP(s):031000000021A0
Date Estimate Completed:10/2/18
Stormwater Management Bond Estimate
Item tent No.Unit Unit Cost Cost
Number
(installed)
permanent diversion or ditch 140 ft $13.00 $1820.00
standard manhole frame top(not Inlet) $500.00 $000
drop inlet or grate ea $3,500.00 $0.00
manhole structure(per ft nse) ft $45000 $0.00
pipe mg cmp(15 to 48) M 4 0 ES-t,2 EC-t ft $000 $000
aggregate base or drainage stone In d OA R ft L W 0 0 ton $3500 $0.00
earthwork for bloretenton basin
height dam at ft cut ath
9 ghside 0
height of fill at face ft cut at face R
length of darn ft length of cut ft
top width ft width of out ft
sa abvvc,nsibon) 0 l ea below „iont 0 sf
ror he (sena tran-II
(total width oidem) 0 ft Molal width of cull 0 ft
/height below transition 0 ft (depth below trensifon 0 ft
I (area beton(trensitimnt 0 sf (ems above transition) 0 sf
00 cy (total fill volume) 00 cy
length of spillway _ft (TOOL CY estimate) 0 cy $1300 $0.00
width of spillway ft i0611010 stone 1110151 0 tons $50 00 $0.00
structures for basin
nser height ft
nserdiameter M 1 $000 $000
barrel length ft base plate or fen 111111 $200 00 $0
bare/diameter in $000 $0,10
barrel collars $200.00 $0
baffle length ft $5000 $0
trees co $27500 $10.725.00
shrubs
$5000 $5850.00
seedlings
$500 $0.00
underdraln(LF) ft $500 $325000
blofilter sal mix(C V) by $45.00 $38,025 00
hash rack/ant vortex devices ft $1,500.00 $1,500.00
maintenance access road(LF) P
$50.00 $0.00
np-rap.placed depth 1 ft length _R
width t0 (tons) 0.0 _IM $8000 $144.00
survey and layout(price per 0.1 mi.) acres 0.2 besets IMO $5,100.00
mobilization 82 500 00
as-blt
nretenastesngsperfaility) _ea $200000 $200000
materials lasting(per facility) $z,000 oo $2,00000
compaction testing(per darn) $3000.00 $3.00000
Easement Plat
$1,21000
manufactured facilities(attach manufacturer's or contractor's price as a base; $0.00
cost sum $77,114.00
contingency $7,711.40
Total $84,830
10/30/2018