HomeMy WebLinkAboutWPO201500094 Bond Estimates WPO VSMP 2015-12-08 /Z - 8 a ..,
Fifth Street Place
WPO file number: WP0201500094
Erosion and Sediment Control Bond Estimate
Item Item No.Unit Unit Cost Cost
Number
installed
stablization(PS,TS) 12.8:I:-res $64,000.00
silt fence(SF) 1538.0 I'.. $7,690 00
tree protection(TP) 1917.0 $9,585 00
diversion(DD,FD,RWD) 2921 II $37,973.00
temporary slope drain(TSD) ppe lengthfl pipe diameter f . 13 In $21,900.00
ppe length ,,",' fl ppe diameter t n OA in $3,000.00
earthwork for trap/basin STt
height of dam at to ',0 0cut at high sid ( ft
height of fill at face t' 0t:44$ft cut at face ft
I. tri
length of dam t s5 h length of cut `h
top width l . i0 ft width of cut :ZS$ft
length of spillway I "'-8 ft $13.00 $12,259.00
width of spillway 0 ft $50.00 $50.00
structures for basin
riser height is 0 0
riser diameter -4 in $0.00
barrel length %. = F..6 ft base plate or fdn $200.00 $0
barrel diameter y. -01n 50 On $0,00
barrel cotters $200.00 $0
baffle length -8 $50.00 $0
earthwork for trap/basin ST2
height of dam at toe ft fl culhigh side fl
.
height of fill at face cut at face 8
length of dam h length of cut 8
top width fl width of out ft
14; t lartsilicn/ 107 sl
011 (total yogi,of eat 5211
sll
length of spillway 17 It $13.00 $9,464.00
width of spillway 2 3 II $50.00 $145.00
structures for basin
riser height 011
riser diameter 00 $0.00
barrel length0 ft base plate or tdn 0 $200.00 $0
barrel diameter _ ?,O in $0.00
barrel collars 0 $200.00 $0
baffle length 0 ft $50.00 $0
earthwork for trap/basin ST3
height of dam at toe 3 II cut at high side 5 ft
height of fill at face 3 11 cut at face 1 ft
length of darn 130 It length of cut 120 II
top width 3 ft width of cut 30 11
length of spillway 14 11 $13.00 $6,344.00
width of spillway 3 It $50.00 $120.00
structures for basin
rear height 0 ft
riser diameter 0 in $0 00
barrel length 0 ft base plate or fdn 0 $200.00 $0
barrel diameter 0 in $0.00
barrel collars 0 $200.00 $0
baffle length 0 ft $50.00 $0
earthwork for trap/basin SBt
height o1 dam al toe 9 ft cut at high side 8 11
height of Ill at face 9 fl cul at face 5 II
length of dam 75 ft length of cut 340 It
top width 10 ft width of cut 40 ft
length of spillway 0 ft $13.00 $58,695.00
earth of spillway 0 tt $50.00 $0.00
structures for basin
riser height 5 fl
riser diameter 43 in $750.00
barrel length 53 fl base plate or kin 1 $200.00 $200
barrel diameter 30 in $3,44500
barrel collars 2 $200.00 $400
baffle length 0 ft $50.00 $0
sal fence inlet protection(IP)
28 $3,600.00
stone inlet protection(IP)
18 $3,600.00
Duller protection(OP) length t g5 h width 20 it 1 $2,250 00
channel(SCC,matted) length O h width 0 ft $000
check dam depth in channel 0 ft channel width 0 ft 0 $000
construction entrance ICE) 1 $200000
wash rack
$3,500.00
paved construction entrance 1 $3,500.00
tp-rap,placed depth 0 ft length 0.0 II
width 1 0.0
$0.00
survey and layout(price per 0.1 en( acres 12.8 traps and basins 4 $8,400.00
4/5/2016
3
Fifth Street Place
WPO file number: WPO201500094
Erosion and Sediment Control Bond Estimate
Item Item No.Unit Unit Cost Cost
Number linstalled1
mobilicalion $50000
stream crossing(computed independently) $000
cost sum $261,070.00
contingency $26,107.00
Total $287,180
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4/5/2016
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