HomeMy WebLinkAboutWPO201700051 Bond Estimates 2018-02-22 Malloy Ford
WPO file number:WP0201700051
Erosion and Sediment Control Bond Estimate
!tern Item No.Unit Unit Cost Q0y9
Number ins( taped)
stablrallon(PS.TS) 0.8 acres 05 000 00 $3,850.03
silt fence(SF) 125.0 ft $5 00 0$20.00
safety fence(SAF) 0.0 ft $5.00 W.00
diversion(DD,FD.RWD) 0 ft $13.00 $0.00
temporary slope dnln(TSD) PP*length •ft PIPII Alter _in SO 00 $0.00
earthwork fcr tnpkesin
heght of dam at toe yft u11•Nye skis ft
heght cf fill at face Oft eve r tam ft
length of dam kiwi ft WOaCad ft
top width ft width New ft
.1.,stet) 0 sf (area below aanseon) 0 sf
0 ft (total width of cut) 0 ft
(he,ht Lelaw 0an511gn) 0 ft (depth below transit. 0 ft
.ne,b0ai Lan.Uon) 0 sf (area above Nansrar) 0 sf
:• ... ., 0 0 cy (tote fill s'otumej 0.0 cy
length of spillway _ft (TOAL CY esrinatel 0 cy 813.00 $0.00
a wgth spillway ft (spllway stale Ions) 0 too $00.00 80.00
structures for basin
nser heg0t ft
nse diameter n (0se wort pees) $0.00 10.00
barrel length ft bsp PW>$$n IMO R200.00 W
barrel dwmeter In (barrel unit pore) $0 00 $0.00
born'odors 1.1
$200.00 SOWM.hn n ft $50.00 W
silt fence inlet protection(IP) $100.00 $0.00
store inlet protection(IP) $200.00 81.000.00
outlet protection(OP) length ft width ft 1111 S0 00 50.00
channel(SCC,matted) length ft width IIIII ft $3.5 $0.00
check dam depth in channel ft channel width ft $0.00 $0.00
constructw entrance n (CE) $2 500 00 $0.00
wash rack $2,000.00 $2,000.00
paved construction entrace n00 00 $3,500.00
np-np.placed depth _ft length _ft
wdm I c $00.00 $0.00
survey and layout(once per 0 1 nth) acres MM. traps and Mons NM $385.00
na0lrn0on $2.500.00
stream crossing(computed Independently) $0.00
coat urn $13,860.00
oatle$rncy $1,380.00
Total $15,250
2/22/2018
Malloy Ford
WPO file number:WP0201700051
Stormwater Management Plan Bond Estimate
tern Item B00.511 VALQ20 S_S
Number (installed)
permanent diversion or ditch ft $13.00 $0.00
standard manhde frame top(not Inlet) Oa S500.00 $2,000.00
drop Inlet or grate ea $3.500.00 $3.500.00
manhole struc.to(per ft rise) 0 $450.00 $23,050.00
pope roe.amp(t5 to ore") $0/$In d ES-1 2 EC-1 ft $65.00 $5,13500
aggregate base or drainage stone I- to in d $Nato ft L a W 2.9 ten $35.00 $80.$5
earthwork for trapbe sin
height of dam at toe ft cut at high side 1t
height of rill at face ft cut at face ft
length of dam ft length of cut ft
top width ft width of cut ft
• 0 sf lei,.., ,1114.11(111., 0 sf
.- - 0 f Ilcl"' of mit) 0 fh
height ewlow hiar�iUa, 0 ft ldcpin ti^inw ban0MNt 0 ft
area Welow 1.0.4,1 0 sf area above taneibonl 0 SI
(tout rill volume) 00 cy
length ofspiIwa F y b ft 1 TOAL CY estimate.) 0 cy $1300 $000
width of spllway 0 ft 1.pllteay stone tons) 0 tons $50.00 S0 00
structures for basin
riser height 0 ft
ser diameter 0In $000 S000
barrel length 0 ft base plate or fdn MI S200.00 $0
barrel diameter 0 in $000 $000
bane collars $20000 $0
baffle length .6 $0000 SO
tees ea S275.00 $0.00
shrubs ea $50.00 $0.00
seedlings ea
$5.00 $0.00
underdraon(LF) n $5.00 $0.00
baffler soil mix(CY) cy 53800 $0.00
trash rack)ant vortex desnces ft 51,500.00 $0.00
maintenance access road(LF) ft $50.00 $0.00
op-rap placed depth 0 h length 11.1V ft
width 0.0 Rohs.) 0 $00.00 $0.00
survey and layout(pica per 0 t ono) acres 0.77 basins 11111,11 $38500
modlrraeon S2.500.00
as-built drawings(per facility) 0 ea $2.000.00 $0.00
materials 0stng(per facility) 0 ea $2,000.00 $0.00
compaction*sing(per dam) 0 ea 55000.00 $0.00
manufactured facilities(attach manufacturers or contractor's once as a base) $0.00
co,,..iirn $37450.65
contingency $3.745.06
L Total S41,200
2/22r2018