HomeMy WebLinkAboutSUB201600206 Bond Reduction 2020-02-21Dunlora Park
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Plan # SUB2016-00206
Item
Marin Court
Begin station
End station
1
aggregate base
2
blotted or prime&double seal
3
asphalt base
4
asphalt surface
Varick
Street
Begin station
End station
5
aggregate base
6
blotted or prime&double seal
7
asphalt base
8
asphalt surface
9
curb CG-2
10
curb CG-6
11
sidewalk, concrete (6')
12
ramp CG-12
13
street name sign
14
traffic control sign
15
Street Landscape
16
guardrail
17
drop inlet or grate
18
standard manhole frame top (not inlet)
19
manhole structure (per ft. rise)
20
pipe, rcp, cmp (15 to 48")
21
pipe, rcp, cmp (15 to 48")
22
pipe, rcp, cmp (15 to 48")
23
pipe, rcp, cmp (15 to 48")
24
pipe, rcp, cmp (60 to 108")
25
rip -rap, placed
26
matting, EC-2 or 3
27
clear and grub (for wooded sites)
28
cut grading
29
fill grading
30
as -built drawings (1 k + price per 0.1 mi.)
31
survey and layout (price per 0.1 mi.)
32
mobilization
33
materials testing
34
compaction testing
35
CBR tests (1 every 0.1 mi. per road)
36
stone depth inspections
No. Unit
Unit Cost
Cost
installed
% compete cost remaining
10+00.00
11+68.00
road length 168.0 ft
5.0 in d
168.0 ft L
25.0 ft W
122.5 ton
$35.00
$4,287.50
80%
$857.50
168.0 ft L
0.0 ft W
0.0 sy
$10.00
$0.00
0%
$0.00
2.5 in d
168.0 ft L
25.0 ft W
64.3 tons
$100.00
$6,431.25
80%
$1,286.25
1.5 in d
168.0 ft L
25.0 ft W
38.6 tons
$120.00
$4,630.50
0%
$4,630.50
10+00.00
16+17.00
road length 617.0 ft
5.0 in d
617.0 ft L
25.0 ft W
449.9 ton
$35.00
$15,746.35
60%
$6,298.54
617.0 ft L
0.0 ft W
0.0 sy
$10.00
$0.00
0%
$0.00
2.5 in d
617.0 ft L
25.0 ft W
236.2 tons
$100.00
$23,619.53
60%
$9,447.81
1.5 in d
617.0 ft L
25.0 ft W
141.7 tons
$120.00
$17,006.06
0%
$17,006.06
45.0 ft
$13.00
$585.00
80%
$117.00
1575.0 ft
$15.00
$23,625.00
80%
$4,725.00
2100.0 ft
$17.00
$35,700.00
54%
$16,314.90
4 ft
$350.00
$1,400.00
75%
$350.00
2 each
$200.00
$400.00
100%
$0.00
14 each
$200.00
$2,800.00
79%
$599.20
54 Each
54 each
$275.00
$14,850.00
32%
$10,172.25
0 ES @
3000
0.0 ft
$17.00
$0.00
0%
$0.00
-each
$3,500.00
$31,500.00
89%
$3,496.50
2 each
$500.00
$1,000.00
100%
$0.00
16 ft
$450.00
$7,200.00
81%
$1,350.00
15.0 in d
3 ES-1,2
0 EC-1
933.0 ft
$35.00
$34,155.00
80%
$6,831.00
24.0 in d
0 ES-1,2
EC-1
ft
$50.00
$0.00
0%
$0.00
18.0 in d
0 ES-1,2
EC-1
ft
$40.00
$0.00
0%
$0.00
18.0 in d
0 ES-1,2
EC-1
ft
$40.00
$0.00
0%
$0.00
96.0 in d
0 ES-1,2
EC-1
ft
$320.00
$0.00
0%
$0.00
2.0 ft d
0.0 ft L
0.0 ft W
0.0 ton
$60.00
$0.00
0%
$0.00
0.0 ft L
0.0 ft W
0.0 sy
$2.00
$0.00
0%
$0.00
400.0 ft L
54.0 ft W
0.5 acre
$24,000.00
$11,900.83
100%
$0.00
1972.0 cy
$4.00
$7,888.00
100%
$0.00
7352.0 cy
$9.00
$66,168.00
100%
$0.00
785.0 ft L
0.14867 mi.
2 Isum
$2,000.00
$5,000.00
50%
$2,500.00
785.0 ft L
0.14867 mi.
2 Isum
$2,000.00
$5,000.00
100%
$0.00
1 Isum
$5,000.00
$5,000.00
100%
$0.00
785.0 ft L
1.57 inc of 500'
3 each
$200.00
$520.00
50%
$260.00
785.0 ft L
1.57 inc of 500'
3 each
$200.00
$520.00
50%
$260.00
785.0 ft L
1.57 inc of 500'
3 each
$200.00
$520.00
100%
$0.00
785.0 ft L
1.57 inc of 500'
3 each
$200.00
$520.00
50%
$260.00
E:\work\I-drive offload 102519 JO DO to cloud\anderson\040918_bonds\reduction\SUB201600206RP_bond_est_8-28-17_ecox_022020_reduxJa_rev_022120.xis 2/21/2020
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
SUB201600206RP_bond _est_8-28-17_ecox 022020_redux_ia.xls
$336,366.37
cost sum
contingency
$33,636.64
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
$94,429.36
$9,442.94
$103,880
E:\work\I-drive offload 102519 JO DO to cloud\anderson\040918_bonds\reduction\SUB201600206RP_bond_est_8-28-17_ecox_022020_reduxJa_rev_022120.xis 2/21/2020