HomeMy WebLinkAboutWPO201700038 Bond Estimates vow
Project Name:UVA Squash Facility
WPO file number:WP0201700038
Erosion and Sediment Control Bond Estimate
Item Item No.Unit Unit Cost Cost
Number (installed)
sIabllzaeon(PS.TS) 1.4 acres $7,000.00
silt fence(SF) 550.0 ft $4.400,00
safety fence(SAF) 1075.0 ft $5.375.00
diversion(DD.FD.RWD) 237 ft $3,081.00
temporary slope drain(T5D) pipe length 0 ft pipe diameter 0 in $0.00
earthwork fo trap,basin
height of dam at toe 6 ft cut at high side 6.5 ft
height of fill at face 0 ft cut at face I ft
length of dam 107 ft length of cut 10 ft
top width 2.5 ft width of cut Is ft
length of spillway 0 ft $13.00 $9,035.00
width of spillway 0 ft $50.00 $0.00
structures for basin
nserheght 0 ft
er mameter 0 In $0.00
barrel length 0 ft base plate or fdn 0 $200.00 $0
barrel diameter $In $0.00
barrel collars0 $200.00 $0
baffle length 0 ft $50.00 $0
silt fence inlet protection(IP) 0 $0.00
stare inlet protection(IP) 0 $0.00
outlet protection(OP) length 20 ft width 20 ft 1 $1,800.00
channel(SCC,matted) length 0 ft width 0 ft $000
check dam depth In channel 0 ft channel witlth 0 ft 0 $0.00
construction entrance(CE) 0 $0.00
wash rack 0 $0.00
pave)construction entrance 1 $3,500.00
rip-rzq,paced depth 0 ft length 0.0 ft
witlth 0.0 00.00
survey and layout(price per 0.1 mi.) acres 1.4 traps and banns 1 $1,200.00
mobilization
$2,500.00
stream crossing(computed Independently) $0.00
cost sum $37,891.00
contingency $3,789.10
Total $41,690
10/2/2017
Project Name:UVA Squash Facility
WPO file number:WP0201700038
Stormwater Management Plan Bond Estimate
Sent hem No.Unfi Un6 Cost Cost
Number (installed)
permanent diversion or ditch 'ft $130D $1456.00
standard manhole frame top(not Inlet) ea $500 00 $1,500.00
drop Inlet or grate ea $3,50000 $28,00000
manhole structure(per ftnse) ft $450.00 $000
pipe,rcp.cmp(15to45') 16.0 in d 3 ES-1,2 4 EW-1 'ft $35.00 $24.51750
pipe,rcp.cmp(15 to 48") 240 in d 1 ES-1,2 0 EW-1 - ft $5000 $1,28000
pipe,rcp,cmp(15 to 48') 460 in d 0 ES-1,2 0 EW-1 600 ft $15000 $12.750.00
aggregate base or drainage stone 0.0 in d 0.0 ft L 0.0 ft W 0 0 ton $35 00 $0.00
bioretenoonat
height of dam at toe ft cut at high side r_ft
height 01011 at face ft cut at face It
length of dam ft length of cut ft
top width ft Width of cut ft
length of spillwayft o,r _ $13.00 $4.797 00
_
andth of spillway ft C $5000 $0-00
bioretenaon62
height of dam at toe ft cut at high sideft
height offill at face ft cut at face ft
length of dam ft length of cut ft
top width ft eidh of cut . ft
length of spillway ft $1300 $87100
width of spillway ft $50.00 $0.00
trees se $27500 $1,100.00
shrubs ea $5000 $6,850.00
seedlings ea $500 $300.00
biofilter mix(per acre) ea $70.00 $70.00
underdrae(LF) ft $500 $495.00
blofilter soil mix(CV( cy $45.00 $5,40000
trash rack/ant vortex devices ft $1,500.00 $000
maintenance access road(LF) ft $50.00 $9,000.00
np-rap.placed depth 1.16 ft length 200 ft
width 100 (tons) 37.5 $80.00 $2,250.00
survey and layout(price per 0.1 mi.( acres 1.4 facilities 2 01700.00
mobilire0on $500 00
as-built drawings 1 ea $2,000.00 $2,000.00
matenals testing(per facility) 2 ea $200000 $4,00000
compactor testing(pr dam) 0 ea $3,00000 $0.00
manufactured facilities(attach manufacturer's or contractor's pnce as a base, $0 00
cost sum $108,836.50
contingency $10,883.85
Total $119,730
10/2/2017