HomeMy WebLinkAboutWPO201700031 Bond Estimates WPO VSMP 2017-11-07 Project Name:UVA Foundation Indoor Golf Facility
WPO file number:WPO201700019
Erosion and Sediment Control Bond Estimate
Item Item No.Unit Unit Cost Cost
Number (installed)
Ott fence(F1 TS) c 55.0$0.00 $21470.00
sift fence(SF) ft� 85.00 $26.479.00
safety fence(SAF) ft $5.00 $50,512.00
diversion(DD,FD,RWD) ft $13.00 511,436.10
temporary slope drain(TSD) pipe length -ft pipe diameter _in $0.00 $000
earthwork for trap/basin
h
ht
at
length
of dam at toe ■ft lengthhighot .ft
height of fill at face ft cut at face ft
len th of darn ft of cu[ ft
top w dth ft width of cut ft
is o ve transition) 12 sr (area below transition) 92 sf
(total width of dam) 4 ft (rota'wdtn of cut) 37 ft
(height below transition) Oft depth below transit;or 3 f[
(area below transition) 0 sf (area above transition) 485 sf
(total fill volume) 3.0 cy !foul fill volume) 307.6 cy
length of spillwayft (TOA&CY estimate) 309 cy $13.00 $4,017.00
width of spillway -ft (spillway stone tons) 0 tons $50.00 $0.00
structures for basin
riser height ft
riser diameter in $o00 $000
barrel length ft base plate or fdn MIIIII $200.00 $0
barrel diameter in ..ice) $000 $0.00
barrel collars $200.00 $0
baffle length .ft $50.00 $0
stoneprotection
inletprotection(IP) II.
CO 00.00
inlet nlet protection(IP) $200.00 $1,200.00
outlet protector(OP) length ft width ft Slams() $5,400.00
channel(SCC,matted) length ft widthIll
ft $0.00
conk tlam depth In channel ft channel width ft . $0.00 0 00
construction entrance(CE) $2,500.00 $$0.00
wash rack 52,000.00 $0.00 53,5
paved construction entrance 00.00 53,500.00
rip-rap,placed depth Ellift length ft
width 0 tons $60.00 $000
survey and layout(price per 0.1 mi.) acres IMMIN traps and basins ® $2,600.00
mobilization $2500.00
stream crossing(computed independently) $0.00
cost sum $12864410'.
contingency $12,664.41
Total $141,510_;
111712017
Project Name:UVA Foundation Indoor Golf Facility
WPO file number: WPO-201700019
Stormwater Management Plan Bond Estimate
Item Item No Unit Unit Cost Cos
Number (installed)
permanent diversion or ditch ft $13.00 $000
standard manhole frame top(not inlet) ea $500.00 $1,500.00
drop inlet or gratea $3,50000 s2800000
manhole structure(per R.rise) fl $450.00 $0 00
pipe,rcp,cmp(15 to 48") in II ES-1,2 fl W EC-1 fl $3500 $1259500
pipe,rcp,cmp(15 to 48") in d ES-1,2 EC-1 ft $40.00 $6,300 00
pipe,rcp,cmp(15 to 48") Intl ES-1,2 EC-1 ft $7500 $14,175.00
aggregate base or drainage stone in d ft L 0,0 ton $3500 $0.00
earthwork for trap/basin
height of dam at toe ft cut at high i9h side ft
height of fill at face ft cut at face ft
length of dam ft length of cut ft
top width ft width of cut ft
(area above transalon( 12 sf (area below transition) 92 sf
(total width of dam) 4 ft (total width of cut) 37 ft
(height below transition 0 ft (depth below transition 3 ft
(area below transelon) 0 sf (area above transition) 46.5 sf
,total hli volume, 36 cy (total fill volume) 307.8 cy
length of spillwayft (TOAL CV estimate) 309 cy $13.00 $4,017.00
width of spillway -It (spillway stone tons) 0 tons $50 00 $0 00
structures for basin
riser height ft
riser diameter In nisei unit price) $0 00 $0 00
ft
barrel length Line plat tan IE. $200.00 $0
barrel diameter in (barrel unit price) $0 00 $0.00
barrel collars 5200.00 50
baffle length ft $50.00 $0
-
trees $27500 $935000
shrubs $5000 $000
seedlings $500 $0.00
underdrain(LE) fta $5.00 $38500
biafiller soil mix(CV) cY $4500 $7335.00
trash rack/anti vortex devices ft S1.500 00 $0.00
maintenance access road(LF) ft $50 00 $000
rip-rap,placed depth 1111 ft length _ft
width (tons) 375 $60.00 $2,250.00
survey and layout(price per 0.1 mi.) acres basins MIN $2,100.00
mobilization $2,500.00
as-built drawings(per facility) 1.1 ea $2,00000 52,000.00
materials testing(per facility) $200000 $2,000.00
compaction testing(per dam) ea $300000 $0.00
manufactured facilities(attach manufacturers or contractors price as a base) $000
cost slim $94,507.00
contingency 59,450 70
Total $103,960
11/7)2017