HomeMy WebLinkAboutSUB201500119 Bond Reduction 2018-11-19Project Name: SUB201500119 -Rivanna Village Phase 1 and parts of Phase 3 & 4
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Plan #: SUB201500119
Item
Road Name: Winding Road
Begin station
10+00.00
End station
18+50.00
road length 850.0 ft
aggregate base
4.0 in d
850.0 ft L
25.01ft W
blotted or prime&double seal
850.0 ft L
0.0 ft W
asphalt base
3.0 in d
850.0 ftL
25.0 ft W
asphalt surface
Min d
850.0 ft L
0 ft W
curb CG-2
curb CG-6
sidewalk, concrete (6)
ramp CG-12
street name sign
traffic control sign
Street Landscape
27 Each
guardrail
0 ES @
3000
drop inlet or grate
standard manhole frame top (not inlet)
manhole structure (per ft. rise)
pipe, rcp, cmp (15 to 48")
15.0 in d
1 ES-1,2
EC-1
pipe, rcp, cmp (15 to 48")
18.0 in d
1 ES-1,2
EC-1
pipe, rcp, cmp (15 to 48")
24.0 in d
1 ES-1,2
EC-1
pipe, rcp, cmp (15 to 48")
36.0 in d
0 ES-1,2
0 EC-1
pipe, rcp, cmp (60 to 108")
96.0 in d
0 ES-1,2
EC-1
rip -rap, placed
2.0 ft d
0 ft L
ft W
matting, EC-2 or 3
.0 ft L
ft W
clear and grub (for wooded sites)
0.0 ft L
ft W
cut grading
fill grading
as -built drawings (1 k + price per 0.1 mi.)
850.0 ft L
0.161 mi.
survey and layout (price per 0.1 mi.)
850.0 ft L
0.161 mi.
mobilization
materials testing
850.0 ft L
1.7 inc of 500'
compaction testing
850.0 ft L
1.7 inc of 500'
CBR tests (1 every 0.1 mi. per road)
850.0 ft L
1.7 inc of 500'
stone depth inspections
850.0 ft L
1.7 inc of 500'
pavement inspections
850.0 ft L
1.7 inc of 500'
pipe and drainage video inspections ($500 min)
VDOT surety (1 lane)
850.0 ft L
0.161 mi.
VDOT maintenance fee (1 In rd, 1 yr)
850.0 ft L
0.161 mi.
VDOT admin. Cost recovery fee(1 lane)
850.0 ft L
0.161 mi.
SUB201500119_RP_bond_reduc-jaRev2-111918 bond 1.x1s
Max Greene, rev2 111918JA
No. Unit Unit Cost Cost
complete cost remaining
495.8 ton
$35.00
$17,354.17
90%
$1,735.42
0.0 sy
$10.00
$0.00
0%
$0.00
390.5 tons
$100.00
$39,046.88
80%
$7,809.38
260.3 tons
$120.00
$31,237.50
0%
$31,237.50
0.0 ft
$13.00
$0.00
0%
$0.00
1700.0 ft
$15.00
$25,500.00
80%
$5,100.00
1600.0 ft
$17.00
$27,200.00
0%
$27,200.00
6 ft
$350.00
$2,100.00
80%
$420.00
2 each
$200.00
$400.00
80%
$80.00
2 each
$200.00
$400.00
80%
$80.00
27 each
$150.00
$4,050.00
20%
$3,240.00
0.0 ft
$17.00
$0.00
0%
$0.00
16 each
$3,500.00
$56,000.00
85%
$8,400.00
4 each
$500.00
$2,000.00
85%
$300.00
148 ft
$450.00
$66,600.00
85%
$9,990.00
1045.0 ft
$35.00
$37,575.00
75%
$9,393.75
252.0 ft
$40.00
$11,080.00
75%
$2,770.00
145.0 ft
$50.00
$8,250.00
75%
$2,062.50
0.0 ft
$70.00
$0.00
0%
$0.00
0.0 ft
$320.00
$0.00
0%
$0.00
0.0 ton
$60.00
$0.00
0%
$0.00
0.0 sy
$2.00
$0.00
0%
$0.00
0.0 acre
$24,000.00
$0.00
0%
$0.00
=cy
$6.00
$0.00
0%
$0.00
cy
$12.00
$0.00
0%
$0.00
21sum
$2,000.00
$5,000.00
0%
$5,000.00
21sum
$2,000.00
$5,000.00
80%
$1,000.00
-Isum
$5,000.00
$5,000.00
0%
$5,000.00
3 each
$200.00
$540.00
100%
$0.00
3 each
$200.00
$540.00
100%
$0.00
3 each
$200.00
$540.00
100%
$0.00
3 each
$200.00
$540.00
100%
$0.00
3 each
$200.00
$540.00
80%
$108.00
--TUft
$1.00
$2,342.00
80%
$468.40
2 Lanes
$2,000.00
$6,439.39
0%
$6,439.39
Lanes
$150.00
$482.95
0%
$482.95
Lanes
$100.00
$571.97
0%
$571.97
cost sum
$356,329.86
$128,889.26
contingency
$35,632.99
$12,888.93
Total
$391,970
$141,780
I:\DEPMommunity Development\Engineering Division\1-Staff Folders\anderson\040918_bonds\reduction\SUB201500119_RP_bond_reduc-jaRev2-111918 bond 1As 11/19/2018