HomeMy WebLinkAboutSUB201600206 Bond Reduction 2020-02-20Dunlora Park
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Plan # SUB2016-00206
Item
No. Unit
Unit Cost
Cost
installed
% compete cost remaining
Marin Court
Begin station
10+00.00
End station
11+68.00
road length 168.0 ft
1
aggregate base
5.0 in d
168.0 ft L
25.0 ft W
122.5 ton
$35.00
$4,287.50
80%
$857.50
2
blotted or prime&double seal
168.0 ft L
0.0 ft W
0.0 sy
$10.00
$0.00
0%
$0.00
3
asphalt base
2.5 in d
168.0 ft L
25.0 ft W
64.3 tons
$100.00
$6,431.25
80%
$1,286.25
4
asphalt surface
1.5 in d
168.0 ft L
25.0 ft W
38.6 tons
$120.00
$4,630.50
0%
$4,630.50
Varick
Street
Begin station
10+00.00
End station
16+17.00
road length 617.0 ft
5
aggregate base
5.0 in d
617.0 ft L
25.0 ft W
449.9 ton
$35.00
$15,746.35
80%
$3,149.27
6
blotted or prime&double seal
617.0 ft L
0.0 ft W
0.0 sy
$10.00
$0.00
0%
$0.00
7
asphalt base
2.5 in d
617.0 ft L
25.0 ft W
236.2 tons
$100.00
$23,619.53
80%
$4,723.91
8
asphalt surface
1.5 in d
617.0 ft L
25.0 ft W
141.7 tons
$120.00
$17,006.06
0%
$17,006.06
9
curb CG-2
45.0 ft
$13.00
$585.00
80%
$117.00
10
curb CG-6
1575.0 ft
$15.00
$23,625.00
80%
$4,725.00
11
sidewalk, concrete (6')
2100.0 ft
$17.00
$35,700.00
60%
$14,280.00
12
ramp CG-12
4 ft
$350.00
$1,400.00
75%
$350.00
13
street name sign
2 each
$200.00
$400.00
100%
$0.00
14
traffic control sign
14 each
$200.00
$2,800.00
79%
$599.20
15
Street Landscape
54 Each
54 each
$275.00
$14,850.00
32%
$10,172.25
16
guardrail
0 ES @
3000
0.0 ft
$17.00
$0.00
0%
$0.00
17
drop inlet or grate
'each
$3,500.00
$31,500.00
89%
$3,496.50
18
standard manhole frame top (not inlet)
2 each
$500.00
$1,000.00
100%
$0.00
19
manhole structure (per ft. rise)
16 ft
$450.00
$7,200.00
81%
$1,350.00
20
pipe, rcp, cmp (15 to 48")
15.0 in d
3 ES-1,2
0 EC-1
933.0 ft
$35.00
$34,155.00
80%
$6,831.00
21
pipe, rcp, cmp (15 to 48")
24.0 in d
ES-1,2
EC-1
0.0 ft
$50.00
$0.00
0%
$0.00
22
pipe, rcp, cmp (15 to 48")
18.0 in d
ES-1,2
EC-1
0.0 ft
$40.00
$0.00
0%
$0.00
23
24
pipe, rcp, cmp (15 to 48")
to 108")
18.0 in d
96.0 in d
ES-1,2
ES-1,2
IftL
EC-1
EC-1
0.0 ft
0.0 ft
$40.00
$320.00
$0.00
$0.00
0%
0%
$0.00
$0.00
pipe, rcp, cmp (60
25
rip -rap, placed
2.0 ft d
ft L
Offft W
0.0 ton
$60.00
$0.00
0%
$0.00
26
matting, EC-2 or 3
W
0.0 sy
$2.00
$0.00
0%
$0.00
27
clear and grub (for wooded sites)
400.0 ft L
54.0 ft W
0.5 acre
$24,000.00
$11,900.83
100%
$0.00
28
cut grading
1972.0 cy
$4.00
$7,888.00
100%
$0.00
29
fill grading
7352.0 cy
$9.00
$66,168.00
100%
$0.00
30
as -built drawings (1k + price per 0.1 mi.)
785.0 ft L
0.14867 mi.
2 Isum
$2,000.00
$5,000.00
50%
$2,500.00
31
survey and layout (price per 0.1 mi.)
785.0 ft L
0.14867 mi.
2 Isum
$2,000.00
$5,000.00
100%
$0.00
32
mobilization
1 Isum
$5,000.00
$5,000.00
100%
$0.00
33
materials testing
785.0 ft L
1.57 inc of 500'
3 each
$200.00
$520.00
50%
$260.00
34
compaction testing
785.0 ft L
1.57 inc of 500'
3 each
$200.00
$520.00
50%
$260.00
35
CBR tests (1 every 0.1 mi. per road)
785.0 ft L
1.57 inc of 500'
3 each
$200.00
$520.00
100%
$0.00
36
stone depth inspections
785.0 ft L
1.57 inc of 500'
3 each
$200.00
$520.00
50%
$260.00
)rk\I-drive offload 102519 JO DO to cloud\anderson\040918_bonds\reduction\SUB201600206RP_bond_est_8-28-17_ecox_022020_reduxJa.xls 2/20/2020
Dunlora Park
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Plan # SUB2016-00206
Item No. Unit Unit Cost Cost
installed
Marin Court
Begin station
10+00.00
End station
11+68.00
road length 168.0 ft
1
aggregate base
5.0 in d
168.0 ft L
25.0 ft W
122.5 ton
$35.00
$4,287.50
2
blotted or prime&double seal
168.0 ft L
0.0 ft W
0.0 sy
$10.00
$0.00
3
asphalt base
2.5 in d
168.0 ft L
25.0 ft W
64.3 tons
$100.00
$6,431.25
4
asphalt surface
1.5 in d
168.0 ft L
25.0 ft W
38.6 tons
$120.00
$4,630.50
Varick
Street
37
pavement inspections
785.0 ft L
1.57 inc of 500'
3 each
$200.00
$520.00
38
pipe and drainage video inspections
933 ft
$1.00
$933.00
39
VDOT surety (1 lane)
785.0 ft L
0.14867 mi.
2 Lanes
$2,000.00
$5,946.97
40
VDOT maintenance fee (1 In rd, 1 yr)
785.0 ft L
0.14867 mi.
2 Lanes
$150.00
$446.02
41
VDOT admin. Cost recovery fee(1 lane)
785.0 ft L
0.14867 mi.
2 Lanes
$100.00
$547.35
cost sum
$336,366.37
contingency
$33,636.64
SUB201600206RP_ bond _est_8-28-17_ecox_022020_reduxja.xls
Total
$370,010
% compete cost remaining
80% $857.50
0% $0.00
80% $1,286.25
0% $4,630.50
50% $260.00
50% $466.50
0% $5,946.97
0% $446.02
0% $547.35
$84,521.28
$8,452.13
$92,980
irk\I-drive offload 102519 JO DO to cloud\anderson\040918_bonds\reduction\SUB201600206RP_bond_est_8-28-17_ecox_022020_reduxJa.xls 2/20/2020