HomeMy WebLinkAboutWPO202000030 Bond Estimates 2021-03-23Project Name: 2415 Ivy Road Commercial Redevelopment - VSMP
WPO file number: WP0202000030
TM P(s): 06000-00-00-025AO
Date Estimate Completed: 3/23/2021
Erosion and Sediment Control Bond Estimate
Item Item
Number
r
slablization (PS, TS)
z
silt fence (SF)
3
safety fence (SAF)
3
tree protection (TIP)
4
diversion (DD, FD, RWD)
5
temporary slope drain (TSD)
pipe length
-ft
6
Sediment Trap #1 / Riser
7
earthwork for trap/basin
8
-see trap direct entry values, below -
height of dam at toe
R
9
height of fill at faceoft
R
ro
length of damItr
r
top width
lz
(area above transition
0 at
13
(total width of dam)
0 ft
14
(height below transitio
0 R
15
(area below transition:
0 at
i6
(total fill volume)
0.0 cy
17
length of spillway
-ft
18
width of spillway
ft
19
structures for Sediment Trap 1
zo
riser height
ft
u
riser diameterMin
in
22
barrel lengthIt
barrel diameter
24
25
26
Sediment Trap #1
27
earthwork for trap/basin
28
height of dam at toe
0 It
29
Area floor 12 x 29' x 99' =1,435 SF
height of fill at face
0 ft
30
Area top trap: 1/2* 60' * 139-3,900 SF
length of dam
0 ft
LMft
31
Ave Area uW1=2,668 SF
lop width
32
bottom trap elev=557.19
(area above transition
Oat
33
top dam elev -562 25
(total width of dam)
0 ft
No. Unit
Unit Cost
Cost
(installed)
71acres
$5,000.00
$14,300.00
1312.4 R
$5.00
$6,562.00
382. R
$5.00
$1,910.00
1178. ft
$5.00
$5,890.00
R
$13.00
$24,108.50
pipe diameter -in
$0.00
$0.00
cut at high side ft
ft
cut at faceoft
length of cutft
width of cut
(area below transitic 0 at
(total width of cut) 0 ft
(depth below transit 0 ft
(area above transitic 0 at
(total cut volume) 0.0 cy
(TOAL CY estimate 0 cy
$13.00
$0.00
(spillway stone tons 0 tons
$50.00
$0.00
(riser unit price) $150.00
$339.00
base plate or fdn -cy
$200.00
$710
(barrel unit price) $50.00
$1,781.50
barrel collars
$0.00
$0
baffle length R
0
$5$50.00
$0
cut at high side Lft
ft
cut at face ft
length of cutft
width of cut
(area below transitic 0 at
(total width of cut) 0 R
3/23/2021
Project Name: 2415 Ivy Road Commercial Redevelopment - VSMP
WPO file number: WP0202000030
TM P(s): 06000-00-00-025AO
Date Estimate Completed: 3/23/2021
Erosion and Sediment Control Bond Estimate
Item Item No. Unit Unit Cost Cost
Number installed
34 Vol. =Ave. Area x 5.06= 13,497 cf (height below transitio 0 ft (depth below transit 0 ft
35 =500 e9 (area below transition; 0 sf (area above transitir 0 sf
36 (total fill volume) 0.0 by (total cut volume) 0.0 cY
37 direet entry Cale. / JA 3-23-21 length of spillway ft (TOAL CY estimate 0 by ® $13.00 $6,500.00
38 width of spillway -ft (spillway stone tons 5.3 tons $50.00 $265.00
39
40 Sediment Trap #2 '
41 earthwork for trap/basin
42 height of dam at toe ft cut at high sideoft
ft
43 Area floor: 1/2x 7 x 33' =116 SF height of fill at faceoft
ft cut at faceft
44 Area top trap: 1/2x 27 x 55' =742 SF length of damft length of cutft
45 Ave Area tmp2 = 429 SF top width width of cut
46 bottom trap elev=554 la .a above transition 0 sf (area below transitir 0 sf
47 top dam elev=559 (total width of dam) 0 ft (total width of cut) 0 ft
48 VoL=Ave. Amax 5'=2,145 of (height below transitio Oft (depth below transit Oft
49 --79.44 e9 (area below transition: 0 sf (area above transitir 0 sf
50 (total fill volume) 0.0 by (total fill volume) 0.0 by
51 direet entry Cale. /JA 3-23-21 length of spillway ft (TOAL CY estimate 0by 79.4 $13.00 $1,032.72
52 width of spillway -ft (spillway stone tons 0.4 tons $50.00 $20.00
53
40
41 earthwork for trap/basin
42 height of dam at lee oftft cut at high side oftft
or 43 Area flo1/2x 13' x 51' =332 SF height of fill at faceft cut at faceft
44 Area top trap: 1/2x 25' x 6T-775 SF length of damft length of cutft
45 Ave Area uW3 = 554 SF top width width of cut
46 bottom trap ehwv 557.5 transition 0 sf (area below transitir 0 sf
47 top dam elev=561.5 (total wicin of dam) 0 ft (total width of cut) 0 ft
48 VoL=Ave. Area x 4'=2,214 cf (height below transitio Oft (depth below transit Oft
49 =82 e9 (area below transition: 0 sf (area above transitir 0 sf
50 (total fill volume) 0.0 by (total fill volume) 0.0 by
51 direct entry Cale. /1A 3-23-21 length of spillway -ft (TOAL CY estimate 0by ® $13.00 $1,066.00
52 width of spillway ft (spillway stone tons 0.3 tons $50.00 $15.00
53
3/23/2021
Project Name: 2415 Ivy Road Commercial Redevelopment - VSMP
WPO file number: WP0202000030
TM P(s): 06000-00-00-025AO
Date Estimate Completed: 3/23/2021
Erosion and Sediment Control Bond Estimate
Item Item
Number
55
56
57
6o
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
silt fence inlet protection (IP)
stone inlet protection (IP)
outlet protection (OP)
length
channel (SCC, matted)
length
check dam
depth in channel
construction entrance (CE)
wash rack
paved construction entrance
rip -rap, placed
depth
location, NE, ST3
width
survey and layout (price per 0.1 mi.) acres
mobilization
Temporary Access road - CRS access road
Temporary Culvert
No. Unit Unit Cost Cost
(installed)
7 $100.00 $700.00
4 $200.00 $800.00
■ft
width 0 ft 0 $0.00 $0.00
ft width 0 ft 0 $0.00
ft channel width MM"ft 0 $0.00 $0.00
0 $2,500.00 $0.00
J. Mde,w., 3/2321
WP0202000030_lvy Road Commercial Redev_ESC Bond_032321ja.xlsx
$2,000.00 $2,000.00
$3,500.00 $0.00
�ft length -ft
6.0 (tons) 54.0788 tons $60.00 $3,244.73
traps and basins $2,930.00
$2,500.00
$0.00
$0.00
cost sum
$76,674.45
contingency
$7,667.44
Total
$84,360
3/23/2021