HomeMy WebLinkAboutWPO201600072 Bond Estimates 2017-06-28Woolen Mills Light Industrial
WPO file number: WP0201600072
Erosion and Sediment Control Bond Estimate
Item tem
Number
No. Unit Unit Cost Cost
nstalled
stablization (PS, TS) acres $5,000.00 $28,550.00
sill fence (SF) ff $5.00 $5,730.00
safety fence (SAF) R $5.00 $2,485.00
tree protection (TP) R $5.00 $22,570.00
diversion (Do' FD, RWD) oft $13,00 $14,625.00
temporary slope drain (TSD) pipe length -ft pipe diameter -in $0.00 $0.00
earthwork for basin (SS)
hei ht of dam at toe ft cut at hi h side R
9 9
height of fill al face R cut at (ace It
length of dam ft length of cut R
top width R width of cut ft
(area above t.n.il 0 sf (area below transition) 320 sf
(total width of dam) 0 ft (total width of cut) 94 ft
(height below transition) 0 ft (depth below transition) 19 ft
(area below transition) 0 sf (area above lansition) 532 sf
(total fill volume) 0.0 cy (total fill volume) 4985.8 cy
length of spillway _ft (TOAL Cy estimate) 4986 cy $13.00 $64,818.00
width of spillway R (spillway stone tons) 0tons $50.00 $0.00
earthwork for trap (ST-1)
hei ht of dam at toe R cut at high side R
9 9
height of fill al face R cut at face ft
length of dam ft length of cut R
top with R width of cut ft
(area above transition) 2 sf (area below transition) 147 sf
(total width of dam) 1 ft (total width of cut) 35 ft
(height below transition) 0 ft (depth below transition) 0 ft
(area below transition) 0 sf (area abovelansition) 0 sf
(total fill volume) 5.6 cy (total fill volume) 435.6 cy
length of spillway _ft (TOAL Cy estimate) 437' $13.00 $5,681.00
width of spillway ft (spillway stone tons) 0tons $50.00 $0.00
earthwork for trap (ST-2)
height of dam at toe ft cut at high side 28.7 R
height of fill at face ft cut efface 6.7ft
length of dam R length of cut 57 it
lop width It width of cut -...Aft
(area above transition) 0 sf (area below transition) 129.98 sf
(total width of dam) 0 ft (total width of cut) 76.8 ft
(height below transition) 0 ft (depth below transition) 22 ft
area below transition) 0 sf area
above transition) 360.8 sf
(total fill volume) 0A cy (total fill volume) 1036.1 cy
length of spillway MR (TOAL Cy estimate) 1036 cy $13.00 $13,468.00
width of spillway ft (spillway stone tons) 0tons $50.00 $0.00
structures for basin
riser height SR
r diameter 4 in (riser unit price) $150.00 $750.00
barrel length ft base plate or fdn $200.00 $200
barrel diameter (barrel unit price) $35 00 $1,050.00
trash rack) anti vortex devices R $1,500.00 $3,000.00
barrel collars ■ $200.00 $0
baffle length R $50.00 $3,000
sill fence inlet protection (IP) $100.00 $0.00
stone inlet protection (IP) $200.00 $3,200.00
outlet protection (j Stri end (DP) length ft width R $1,fi13.00 $1,683.00
outlet protection 0 st, end (OP) length R witltlt ft $315.00 $315.00
channel ($CC' matted) length ft width R $0.00
check dam depth in channel R channel width R $90.00 $360.00
construction entrance (CE) $2,011.11 $0.00
wash rack $2,000.00 $4,000.00
paved construction entrance $3,500.00 $7,000.00
rip -rap, placed depth _ft length -ft
width (tons) 0 tons $60.00 $0.00
rvey and layout (price per 0.1 mi.) acres traps and basins $4,355.00
mobilization $4,000.00
stream crossing (computed independently) $0.00
cost sum $190,840.00
contingency $19,084.00
Total $209,930
6/28/2017