HomeMy WebLinkAboutWPO201700075 Bond Estimates 2019-01-08 (3)Project Name: VSMP Plan for Crozet Court, TMP 05600-00-00-04500, WP0201700075
WPO file number: WP0201700075
TMP: 05600-00-00-04500
Date Estimate Completed: 1/8/19
Mitigation Plan Bond Estimate
Item Item
Number
1
2
3
4
W
No. Unit Unit Cost Cost
installed
Mitigation
Vative Cuttings 595 ea $1.00 $595.00
Seed mix 6 lb $50.00 $300.00
seedlings; container -grown (initial, 1256) 574 ea $9.00 $5,166.00
as -built drawings (per facility)
WP0201700075_Crozet Court_Mitigation_bond_est_09-27-17_010819 KR Shimp Engr.pdf
1 ea $2,000.00
cost sum
contingency
Total
$2,000.00
$8,061.00
$806.10
$8,867
1 /9/2019
Project Name: VSMP Plan for Crozet Court, TMP 05600-00-00-04500, WP0201700075
WPO file number: WP0201700075
TMP: 05600-00-00-04500
Date Estimate Completed: 1/8/19
Erosion and Sediment Control Bond Estimate
Item Item
No. Unit
Number
1 stablization (PS, TS)
6.64 acres
2 silt fence (SF)
987 ft
3 safety fence/tree protection
2055 ft
4 diversion (DID, FD, RWD)
1841 ft
5
temporary slope drain (TSD)
pipe length
0 ft
pipe diameter
0 in
6
earthwork for trap/basin
7
ST1
height of dam at toe
10 ft
cut at high side
7.5 ft
8
height of fill at face
2 ft
cut at face
5.5 ft
9
length of dam
75 ft
length of cut
130 ft
10
top width
4 ft
width of cut
28 ft
11
(area above transition)
16 sf
(area below transition
214.5 sf
12
(total width of dam)
20 ft
(total width of cut)
54 ft
13
(height below transition)
8 ft
(depth below transitioi
2 ft
14
(area below transition)
16 sf
(area above transition
50 sf
15
(total fill volume)
88.9 cy
(total fill volume)
1273.5 cy
16
length of spillway
14 ft
(TOAL CY estimate)
1303 cy
17
width of spillway
17.5 ft
(spillway stone tons)
14.1 tons
18
earthwork for trap/basin
19
ST2
height of dam at toe
2 ft
cut at high side
11 ft
20
height of fill at face
2 ft
cut at face
3 ft
21
length of dam
75 ft
length of cut
156 ft
22
top width
4 ft
width of cut
25 ft
23
(area above transition)
16 sf
(area below transition
93 sf
24
(total width of dam)
4 ft
(total width of cut)
53 ft
25
(height below transition)
0 ft
(depth below transitioi
8 ft
26
(area below transition)
0 sf
(area above transition
148 sf
27
(total fill volume)
44.4 cy
(total fill volume)
1392.4 cy
28
length of spillway
8.5 ft
(TOAL CY estimate)
1407 cy
29
width of spillway
15 ft
(spillway stone tons)
7.3 tons
30
31
silt fence inlet protection (IP)
32
stone inlet protection (IP)
33
outlet protection (OP)
length
7.5 ft
width
loft
34
channel (SCC, matted)
length
1150 ft
width
8.5 ft
35
check dam
depth in channel
0 ft
channel width
0 ft
36
construction entrance (CE)
Unit Cost
Cost
installed
$5,000.00
$33,200.00
$5.00
$4,935.00
$5.00
$10,275.00
$13.00
$23,933.00
$0.00
$0.00
$13.00 $16,939.00
$13.00 $18,291.00
$50.00 $365.00
2 $100.00
$200.00
9 $200.00
$1,800.00
5 $337.50
$1,687.50
$12,707.50
0 $0.00
$0.00
0 $2,000.00
$0.00
1 /8/2019
Item Item
Number
37 wash rack
38 paved construction entrance
39 rip -rap, placed depth 0.5 ft length
40 width 10 (tons)
41
42 survey and layout (price per 0.' acres 7.61 traps and basins
43 mobilization
44 stream crossing (computed independently)
WP0201800075_Crozet Court_ESC_bond_est_09-27-17_010819 KR Shimp Engr.pdf
No. Unit
Unit Cost
Cost
installed
1
$2,000.00
$2,000.00
1
$3,500.00
$3,500.00
103 ft
29.6125 tons
$60.00
$1,776.75
2
$4,805.00
$500.00
$0.00
cost sum
$137,619.75
contingency
$13,761.98
Total
$151,382
1 /8/2019
Project Name: VSMP Plan for Crozet Court, TMP 05600-00-00-04500, WP0201700075
WPO file number: WP0201700075
TMP: 05600-00-00-04500
Date Estimate Completed: 1/8/19
Stormwater Management Bond Estimate
Item
Item
Number
1
permanent diversion or ditch
2
standard manhole frame top (not inlet)
3
drop inlet or grate
4
manhole structure (per ft. rise) does not include vault
or detention risers, below
5
pipe (15 to 48")
15 in d 5 ES-1,2 0 EC-1
6
pipe (15 to 48")
18 in d 0 ES-1,2 0 EC-1
7
aggregate base or drainage stone
13.5 in d 1537.0 ft L 2.6 ft W
8
aggregate base or drainage stone
15.0 in d 201.0 ft L 2.8 ft W
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
No. Unit
Unit Cost
Cost
installed
0 ft
$13.00
$0.00
9 ea
$500.00
$4,500.00
11 ea
$3,500.00
$38,500.00
130 ft
$450.00
$58,500.00
1537 ft
$35.00
$56,295.00
201 ft
$40.00
$8,040.00
312.7 ton
$35.00
$10,943.92
49.8 ton
$35.00
$1,744.09
biofilter A
height of dam at toe
10 ft
cut at high side
9 ft
height of fill at face
8 ft
cut at face
0
length of dam
205 ft
length of cut
135 ft
top width
6 ft
width of cut
30 ft
(area above transition;
176 sf
(area below transition
0 sf
(total width of dam)
20 ft
(total width of cut)
48 ft
(height below transitioi
2 ft
(depth below transitioi
9 ft
(area below transition)
16 sf
(area above transition
135 sf
(total fill volume)
1457.77778 cy
(total fill volume)
675 cy
length of spillway
0 ft
JOAL CY estimate)
1683 cy
$13.00
$21,879.00
width of spillway
0 ft
(spillway stone tons)
0 tons
$50.00
$0.00
trees
8 ea
$150.00
$1,200.00
shrubs
13 ea
$50.00
$650.00
seedlings
0 ea
$5.00
$0.00
underdrain (LF)
106 ft
$5.00
$530.00
biofilter soil mix (CY)
148 cy
$38.00
$5,629.63
trash rack/ anti vortex devices
1 ea
$1,500.00
$1,500.00
maintenance access road (LF)
0 ft
$50.00
$0.00
#57 stone, storage layer
depth
3.5 ft
length
100 ft
width
40.0
(tons)
910
$60.00
$54,600.00
detention system
pipe
0 in
d
0 ft
$0.00
$0.00
manhole structure
7 ft
$450.00
$3,150.00
biofilter B
height of dam at toe 6 ft cut at high side 2 ft
1 /9/2019
Item
Item
No. Unit
Unit Cost
Cost
Number
height of fill at face
4 ft
cut at face
2 ft
installed
34
35
length of dam
355 ft
length of cut
200 ft
36
top width
4 ft
width of cut
50 ft
37
(area above transition;
48 sf
(area below transition
108 sf
38
(total width of dam)
12 ft
(total width of cut)
58 ft
39
(height below transitioi
2 ft
(depth below transitioi
0 ft
40
(area below transition)
8 sf
(area above transition
0 sf
41
(total fill volume)
736.296296 cy
(total fill volume)
800 cy
42
length of spillway
0 ft
JOAL CY estimate)
1045 cy
$13.00
$13,585.00
43
width of spillway
0 ft
(spillway stone tons)
0 tons
$50.00
$0.00
44
trees
13 ea
$150.00
$1,950.00
45
shrubs
13 ea
$50.00
$650.00
46
seedlings
0 ea
$5.00
$0.00
47
underdrain (LF)
250 ft
$5.00
$1,250.00
48
biofilter soil mix (CY)
111 cy
$38.00
$4,222.22
49
trash rack/ anti vortex devices
1 ft
$1,500.00
$1,500.00
50
maintenance access road (LF)
0 ft
$50.00
$0.00
51
#57 stone, storage layer
depth
3 ft
length
100 ft
52
width
40.0
(tons)
780
$60.00
$46,800.00
53
detention system
54
pipe
0
in d
0 ft
$0.00
$0.00
55
manhole structure
8 ft
$450.00
$3,375.00
56
survey and layout (price per 0.1 mi.)
acres
7.61
basins
2
$4,805.00
57
mobilization
$500.00
58
as -built drawings (per facility)
2 ea
$2,000.00
$4,000.00
59
materials testing (per facility)
2 ea
$2,000.00
$4,000.00
60
compaction testing (clay liner)
1 ea
$5,000.00
$5,000.00
manufactured facilities (attach manufacturer's or contractor's price as a base)
$0.00
WP0201700075_Crozet Court_SWM_bond_est_og-27-17_oio8ig KR Shimp Engr.pdf
cost sum
$359,298.87
contingency
$35,929.89
Total
$395,229
1 /9/2019