HomeMy WebLinkAboutSDP201900062 Bond Estimates 2020-08-19 (2)Project Name: Georgetown Hydraulic Professional Offices
WPO file number: WPO_2019-00061
TMP(s): 60E-3
Date Estimate Completed: 0611012020
Stormwater Management Bond Estimate
Item Item
Nil Unit
Unito t
cost
Number
installed
permanent diversion or often
0 ft
$1300
$0.00
standard manhole frame top (not it le0
1 as
$W0.00
$5o0 a0
du let or grate
tea
$3,500.00
$3,50000
manhole structure (per ft. rise)
22 ft
"50.00
$10,035 00
pipe, rep, crop (15 M 481 in it 1 ES-1,2
0 EC-1 ft
$0.00
$500.00
aggregate base or drainage stone 12.0 in it 115.0 ft L
30.0 ft W 241.5 ton
$35.00
$8,452.50
eadMvork for traprbasin
structures for basin
height of dam at me
Oft
height of fill at face
Oft
length of dam
0 ft
top width mmilimilift
cursabove transihr,
0 si
(total width of dam)
0 ft
(height below transit
Oft
(area below transitic
0 sf
(mtai fill volume)
0_0 cy
length of spillway
0 ft
width of spillway
0 ft
deer height
Oft
deer diameter
Din
barrel length
0 ft
banal diameter
0 in
cut at high side
O ft
cut or race
Oft
length of W
O ft
width of cut 0 ft
(area below transit,
0 sf
(total width of cut)
0 ft
(depth below transil
0 ft
(area above transiti
0 at
(total fill volume)
Our, cy
(TOAL CV estimate
0 cy
(spillway stone tons
0 tons
(user unit price)
$0,00
base plate or fan
0
(barrel unit price)
50 a0
barrel cellars
0
bale length
0 ft
trees
shrubs
seedlings
underdmin (LF)
biofifter soil mix (Ch
fresh rankr and vortex devices
maintenance access road (LF)
literati, placed depth
2 ft length
width
6.0 (tons)
survey and layout (pace per 0.1 mi.) acres
0.88 basins
mobilization
melanin drawings (per facility)
maleaals testing (per facility)
compaction testing (per dam)
manufactured facilities (attach manufacturers or contractor's pace as a base)
$13.00
$50.00
$200100
;200.00
$50.00
49 as $2]5.00
100 as $50.00
129 as $5.00
115 ft $5.00
0 cy I'll
0 ft $1,500.00
0 ft $50.00
$0.00
$0.00
$0.00
$0
$0.00
$0
$0
$13,475.00
$5,000.00
$845.00
$575.00
$rfrm
$0 00
$0 00
5.0 ft
4.5
$60.00
$270.00
0
$440.00
$2,500 a0
lea
$2,000.00
$2,00000
lea
$2,000.00
$2,00000
0ea
$3,000.oO
$o.o0
$125,01)1
cost sum
$174,892.50
Wnbrgency
$17,489.25
Total
$192,390
71=020