HomeMy WebLinkAboutWPO201800073 Bond Estimates 2019-06-02Project Name: Lewis and Clark Drive Road Extension VSMP Plan WP0201800073
WPO file number: WP0201800073
TMP (s): 03200-00-00-006RO
Date Estimate Completed: 06-02-19
Erosion and Sediment Control Bond Estimate
Item
Item
No. Unit
Unit Cost
Cost
Number
installed
1
stablization (PS, TS)
14.7 acres
$5,000.00
$73,250.00
2
silt fence (SF)
1732.0 ft
$5.00
$8,660.00
3
safety fence (SAF)
0.0 ft
$5.00
$0.00
4
diversion (DID, FD, RWD)
2494 ft
$13.00
$32,422.00
5
temporary slope drain (TSD)
pipe length
0 ft
pipe diameter 0 in
$0.00
$0.00
6
Sediment Trap #1, C3.3
7
earthwork for trap/basin
8
height of dam at toe
4 ft
cut at high side 9.5 ft
9
10
height of fill at face
length of dam
2 ft
50 ft
cut at face 15 ft
length of cut ft
11
top width
6 ft
width of cutKMM�ft
12
(area above transition
urea oeiow transitic 51 sf
13
(total width of dam)
8 ft
(total width of cut) 53 ft
14
(height below transitio
2 ft
(depth below transit 8 ft
15
(area below transition
4 sf
(area above transitil 148 sf
16
(total fill volume)
44.4 cy
(total fill volume) 368.5 cy
17
length of spillway ft
(TOAL CY estimate 383 cy
$13.00
$4,979.00
18
width of spillway
22 ft
(spillway stone tons 22.8 tons
$50.00
$1,140.00
19
Sediment Trap #2, C3.4
20
earthwork for trap/basin
21
height of dam at toe
0 ft
cut at high side MMFMMMMffft
22
23
height of fill at face
length of dam
0 ft
ft
cut at face 5 ft
length of cut 120 ft
24
top width061�ft
width of cut ft
25
(a. - .,.rove transition
0 sf
-. -- --.iw transiti( 155 sf
26
(total width of dam)
0 ft
(total width of cut) 57 ft
27
(height below transitio
0 ft
(depth below transit 8 ft
28
(area below transition:
0 sf
(area above transitil 164 sf
29
(total fill volume)
0.0 cy
(total fill volume) 1417.8 cy
30
length of spillway
ft
(TOAL CY estimate 1418 cy
$13.00
$18,434.00
31
width of spillway
ft
(spillway stone tons 18.6 tons
$50.00
$930.00
32
Sediment Trap #3, C3.4
33
earthwork for trap/basin
34
height of dam at toe
4 ft
cut at high side 12 ft
35
height of fill at face
1 ft
cut at face 5 ft
36
length of dam
50 ft
length of cut 50 ft
6/2/2019
Project Name: Lewis and Clark Drive Road Extension VSMP Plan WP0201800073
WPO file number: WP0201800073
TMP (s): 03200-00-00-006RO
Date Estimate Completed: 06-02-19
Erosion and Sediment Control Bond Estimate
Item Item
Number
37
top width
�4 ft
38
(area above transition
6 sf
39
(total width of dam)
8 ft
40
(height below transitio
3 ft
41
(area below transition
3 sf
42
(total fill volume)
16.7 cy
43
length of spillway
ft
44
width of spillway
10 ft
45
silt fence inlet protection (IP)
46
stone inlet protection (IP)
47
outlet protection (OP)-Trap#1
length
0 ft
48
outlet protection (OP)-Trap#2
length
0 ft
49
outlet protection (OP)-Trap#3
length
0 ft
50
channel (SCC, matted) - Ref. 3.5, 3•6
length
1090 ft
Ref. SU1320i80017i, Road Plan, sheet C7.0, for ditch section
51
BM stabilization, sloPes > 31 (Ref. sheets
3.5, 3.6)
62388 ft
Area = 62,388 sf (sheets 3,5�3.6)
52
check dam
depth in channel
2 ft
53
construction entrance (CE)
54
wash rack
55
paved construction entrance
56
rip -rap, placed -Culvert 1, inlet)
depth
2 ft
57
( sheet C3L.A)
width
14.0
58
rip -rap, placed -Culvert 2, inlet
depth
2 ft
59
( sheet C1.4)
width
8.0
60
rip -rap, placed -Culvert 3, inlet
depth
ft
61
( sheets C3.3)
width
62
rip -rap, placed -Culvert 1, outlet)
depth
ft
63
(sheet C3.4)
width
3
64
rip -rap, placed -Culvert 2, outlet
depth
3 ft
65
(sheet C3..4)
width
20.0
66
rip -rap, placed -Culvert 3, outlet
depth
2 ft
&.0
67
( sheets C3-3) -Approx =inlet
width
68
Also, see Culv. 3 outfall riprap email sent Timmons, 6/2/20i9 4:30 PM
69
survey and layout (price per 0.1 mi.)
acres
70
mobilization
width of cut -ft
(area below transiti(
200 sf
(total width of cut)
64 ft
(depth below transit
7 ft
(area above transitil
175 sf
(total fill volume)
694.4 cy
(TOAL CY estimate
700 cy
(spillway stone tons
6.9 tons
width
width
width
width
width
channel width
length
(tons)
length
(tons)
length
(tons)
length
(tons)
length
length
(tons)
traps and basins
'ft
ft
ft
8.0 ft
ft
ft
-ft
32.2 tons
-ft
20.24 tons
-ft
17.25 tons
-ft
181.125 tons
-ft
86.25 tons
�ft
17.25 tons
No. Unit Unit Cost Cost
installed
$13.00 $9,100.00
$50.00
$345.00
$3,000.00
$200.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$1.30
$11,336.00
$2.30 $81,104.40
$360.00 $1,440.00
$2,500.00
$0.00
$2,000.00
$4,000.00
$3,500.00
$7,000.00
$60.00
$1,932.00
$60.00
$1,214.40
$60.00
$1,035.00
$60.00
$10,867.50
$60.00
$5,175.00
$60.00
$1,035.00
$8,825.00
$2,500.00
6/2/2019
Project Name: Lewis and Clark Drive Road Extension VSMP Plan WP0201800073
WPO file number: WP0201800073
TMP (s): 03200-00-00-006RO
Date Estimate Completed: 06-02-19
Erosion and Sediment Control Bond Estimate
Item Item No. Unit Unit Cost Cost
Number installed
71 Temporary Access road
72 Temporary Culvert $0.00
WP0201800073 Lewis and Clark Drive Road Extension ESC Bond Estimate 060219
cost sum $289,724.30
contingency $28,972.43
Total $318,700
6/2/2019