HomeMy WebLinkAboutWPO201300052 Bond Estimates Bond Estimate 2014-06-30Project Name: Old Trail, 1 B -3C
WPO file number: WP0201300052
Erosion and Sediment Control Bond Estimate
Item
Item
15 in
Number
out at high side
13 ft
1
stablization (PS, TS)
0 ft
2
sftfen -(SF)
180 ft
3
safelyfence(SAF)
50 ft
4
diversion (DD, FD, RWD)
0 at
5
standard manhole fame top (not inlet)
76 ft
6
manhde structure (per ft. rise)
13 ft
7
temporary slope drain(TSD)
pipe length
8
dh -* for thap/man
2166.7 cy
9
(TOAL CV estimate)
height of dam at toe
10
(spillway stone tons)
height of fill at face
11
$2,000.00
length of dam
12
(riser unit price)
top width
13
base plate or fdn
(area above trensitm)
14
(barrel unit price)
(total width of dam)
15
barrel cdlars
(height below transition)
16
baffle length
(area below transitlon)
17
(total fill wlume)
18
lengm of spillway
19
wi ith of spillway
20
structures for basin
21
near height
22
riser diameter
23
barrel length
24
barrel diameter
25
26
27
28
tree protection
29
silt fence inlet protection (I P)
30
stone inlet protection (I P)
31
outlet protection (OP)
length
32
channel (SCC, matted)
length
33
checkd-
depth in channel
34
onstructim aMrnm(CE)
35
wash rack
36
pawed c,n,t,,bm enhance
37
riprap, placed (42" SWIM apron)
depth
width
3:
rvey and layout (price per 0.1 mi.)
acres
40
moblllcaton
41
stream crossing (computed independently)
42
43
44
45
0 ft
pipe diameter
15 in
7.55 ft
out at high side
13 ft
2.55 ft
cut at face
0 ft
67 ft
length of cut
180 ft
6 ft
width of cut
50 ft
28.305 sf
(area below transitlon)
0 at
15.1 ft
(total width of cut)
76 ft
5 ft
(depth below transitlon
13 ft
12.75 sf
(area above transkion)
325 sf
101.9 cy
(total fill wlume)
2166.7 cy
0 ft
(TOAL CV estimate)
2201 cy
0 ft
(spillway stone tons)
0 tons
0 f
$2,000.00
$2,000.00
0 in
(riser unit price)
$0.00
0 ft
base plate or fdn
0
0 in
(barrel unit price)
$0.00
barrel cdlars
1
baffle length
70 ft
13 ct. -50 -If material I tree
15 ft width 10 ft
1 ft width 10 ft
1 ft channel width 10 ft
1.5 ft length 22.0 ft
17.5 (tons) 33.20625 tons
1.54 traps and basins 1
No. Unit
Unit Cost
Cost
in( sialledl
$0
1.4 acres
$5,000.00
$6,750.00
1260.0 ft
$5.00
$6,300.00
1860.0 ft
$5.00
$9,300.00
0 ft
$13.00
$0.00
2 as
$500.00
$1,000.00
18 ft
$450.00
$7,875.00
0
$35.00
$0.00
$13.00 $28,613.00
$50.00 $0.00
$6000 $1,992.38
$1,270.00
$500.00
$0.00
cost sum $78,963.38
prof mgmt $11,844.51
contingency $9,080.79
Total $99,890
7/1/2014
$0.00
$200.00
$0
$0.00
$200.00
$200
$50.00
$3,500
650 ft
$5.00
$3,250.00
0
$100.00
$0.00
22
$200.00
$4,400.00
0
$675.00
$0.00
$13.00
0
$225.00
$0.00
1
$2,000.00
$2,000.00
1
$2,000.00
$2,000.00
0
$3,500.00
$0.00
$6000 $1,992.38
$1,270.00
$500.00
$0.00
cost sum $78,963.38
prof mgmt $11,844.51
contingency $9,080.79
Total $99,890
7/1/2014
Project Name: Old Trail, 1 B -313
WPO file number: WP0201300052
Stormwater Management Plan Bond Estimate
531 LF 42" HDPE SWM pipe /outfall to Upper Ballard Pond + Misc
Item Item
Number
1 pips, rep, amp (15 to 48'), Old Tail Driee isW M) 42.0 in d, $ILF: Loudon 0 ES-1,2
2 pipe.'ack8bore, 42' HDPE 42.0 in d 0 ES-1,2
3 42' EW -2 cast- in- place.rdwall, Upper Ballard Pond
No. Unit
Unit Cost
Cost
(installed
0 EC -1 426.0 It
$113.99
$48,559.74
0 EC -1 105.0 ft
$666.00
$69,930.00
1.0
$4,723.00
$4,723.00
cost sum
$123,212.74
pq mgmt
$18,481.91
contingency
$14,169.47
Total
$155,870
7/1/2014