HomeMy WebLinkAboutSUB201500116 Bond Reduction 2019-10-14Project Name: Whittington Subdivision - Phase A
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Plan #: SUB201100029 (Also,SUB2oi5ooii6)
Item
Road Name: Road A
Begin station
10+00.00
End station
13+50.0,Q_
road length 700.0 ft
aggregate base
6.0 in d
700.0 ft L
18.0 ft W
blotted or prime&double seal
700.0 ft L
0.0 ft W
asphalt base
3.0 in d
700.0 ft L
18.0 ft W
asphalt surface
2.0 in d
700.0 ft L
18.0 ft W
curb CG-2
curb CG-6
sidewalk, concrete (6)
ramp CG-12
street name sign
traffic control sign
Street Landscape
0 Each
guardrail
0 ES C
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
0 ES-1,2
0 EC-1
pipe, rcp, cmp (15 to 48")
18.0 in d1.0
0 ES-1,2
0 EC-1
pipe, rcp, cmp (15 to 48")
24.0 in d0
ES-1,2
0 EC-1
pipe, rcp, cmp (15 to 48")
36.0 in d0
ES-1,2
0 EC-1
pipe, rcp, cmp (60 to 108")
96.0 in d0
ES-1,2
0 EC-1
rip -rap, placed
0.0 ft d.0
ft L F
0.0 ft W
matting, EC-2 or 3
ft L
40 ft W
clear and grub (for wooded sites)
320.0 ft L
100AftW
cut grading
fill grading
as -built drawings (1 k + price per 0.1 mi.)
700.0 ft L
0.1326 mi.
survey and layout (price per 0.1 mi.)
700.0 ft L
0.1326 mi.
mobilization
materials testing
700.0 ft L
1.4 inc of 500'
compaction testing
700.0 ft L
1.4 inc of 500'
CBR tests (1 every 0.1 mi. per road)
700.0 ft L
1.4 inc of 500'
stone depth inspections
700.0 ft L
1.4 inc of 500'
pavement inspections
700.0 ft L
1.4 inc of 500'
pipe and drainage video inspections ($500 min)
VDOT surety (1 lane)
700.0 ft L
0.1326 mi.
VDOT maintenance fee (1 In rd, 1 yr)
700.0 ft L
0.1326 mi.
VDOT admin. Cost recovery fee(1 lane)
700.0 ft L
0.1326 mi.
SUB201500116_RP_bond _est-JARev101419-redux
Max Greene, Aug2013 rev. 101419JA
No. Unit Unit Cost Cost
% complete cost remaining
441.0 ton
$35.00
$15,435.00
90%
$1,543.50
0.0 sy
$10.00
$0.00
$0.00
231.5 tons
$100.00
$23,152.50
90%
$2,315.25
154.4 tons
$120.00
$18,522.00
80%
$3,704.40
0.0 ft
$13.00
$0.00
0%
$0.00
0.0 ft
$15.00
$0.00
0%
$0.00
0.0 ft
$17.00
$0.00
0%
$0.00
0 ft
$350.00
$0.00
0%
$0.00
1 each
$200.00
$200.00
100%
$0.00
2 each
$200.00
$400.00
100%
$0.00
0 each
$150.00
$0.00
0%
$0.00
ft
$17.00
$0.00
0%
$0.00
each
$3,500.00
$3,500.00
100%
$0.00
0 each
$500.00
$0.00
0%
$0.00
4 ft
$450.00
$1,800.00
100%
$0.00
0.0 ft
$35.00
$0.00
0%
$0.00
182.0 ft
$40.00
$7,280.00
0%
$7,280.00
0.0 ft
$50.00
$0.00
0%
$0.00
Nft
$70.00
$0.00
0%
$0.00
ft
$320.00
$0.00
0%
$0.00
0.0 ton
$60.00
$0.00
0%
$0.00
120.0 sy
$2.00
$240.00
90%
$24.00
0.7 acre
$24,000.00
$17,630.85
80%
$3,526.17
-CY
$6.00
$0.00
0%
$0.00
cy
$9.00
$24,300.00
80%
$4,860.00
21sum
$2,000.00
$5,000.00
90%
$500.00
21sum
$2,000.00
$5,000.00
100%
$0.00
-Isum
$5,000.00
$0.00
0%
$0.00
2 each
$200.00
$480.00
90%
$48.00
2 each
$200.00
$480.00
90%
$48.00
2 each
$200.00
$480.00
90%
$48.00
2 each
$200.00
$480.00
90%
$48.00
2 each
$200.00
$480.00
90%
$48.00
182 ft
$1.00
$182.00
50%
$91.00
2 Lanes
$2,000.00
$5,303.03
0%
$5,303.03
Lanes
$150.00
$397.73
0%
$397.73
Lanes
$100.00
$515.15
0%
$515.15
cost sum
subtotal $131,258.26
$30,300.23
proj mgmt
15%
$19,688.74
Proj. Mgmt (15%) eliminated>
$3,030.02
contingency
toga
$15,094.70
20%of
Total
$166,050
original Amount $33,210
$33,340
PT\Community Development\Engineering Division\1-Staff Folders\anderson\040918_bonds\reduction\SUB201500116_RP_bond_est-JARev101419-redux.xls 10/1412019
Project Name: Whittington Subdivision - Phase A
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Plan #: SUB201100029 (Also,SUB2oi5ooti6)
Item
Road Name: Road A
Begin station
13+50.00
End station
16+50.OL6
road length 300.0 ft
aggregate base
6.0 in d
300.0 ft L
24.Uft W
blotted or prime&double seal
300.0 ft L
0.0 ft W
asphalt base
3.0 in d
300.0 ft L
1
24.0 ft W
asphalt surface
now in d
300.0 ftL
24.0 ft W
curb CG-2
curb CG-6
sidewalk, concrete (6)
ramp CG-12
street name sign
traffic control sign
Street Landscape
0 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
ES-1,2
0 EC-1
pipe, rcp, cmp (15 to 48")
18.0 in d
ES-1,2
1 EC-1
pipe, rcp, cmp (15 to 48")
24.0 in d
0 ES-1,2
0 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
0 EC-1
rip -rap, placed
2.0 ft d
5.0 ft L
matting, EC-2 or 3
500.0 ft Lft
JftW
W
clear and grub (for wooded sites)
300.0 ft Lft
W
cut grading
fill grading
as -built drawings (1 k + price per 0.1 mi.)
300.0 ft L
0.0568 mi.
survey and layout (price per 0.1 mi.)
300.0 ft L
0.0568 mi.
mobilization
materials testing
300.0 ft L
0.6 inc of 500'
compaction testing
300.0 ft L
0.6 inc of 500'
CBR tests (1 every 0.1 mi. per road)
300.0 ft L
0.6 inc of 500'
stone depth inspections
300.0 ft L
0.6 inc of 500'
pavement inspections
300.0 ft L
0.6 inc of 500'
pipe and drainage video inspections ($500 min)
VDOT surety (1 lane)
300.0 ft L
0.0568 mi.
VDOT maintenance fee (1 In rd, 1 yr)
300.0 ft L
0.0568 mi.
VDOT admin. Cost recovery fee(1 lane)
300.0 ft L
0.0568 mi.
SUB201500116_RP_bond est-JARev101419
Max Greene, Aug2013 rev. 101419JA
No. Unit Unit Cost Cost
% complete cost remaining
252.0 ton
$35.00
$8,820.00
80%
$1,764.00
0.0 sy
$10.00
$0.00
0%
$0.00
132.3 tons
$100.00
$13,230.00
80%
$2,646.00
88.2 tons
$120.00
$10,584.00
60%
$4,233.60
�0.0 ft
$13.00
$0.00
0%
$0.00
0.0 ft
$15.00
$0.00
0%
$0.00
0.0 ft
$17.00
$0.00
0%
$0.00
0 ft
$350.00
$0.00
0%
$0.00
1 each
$200.00
$200.00
100%
$0.00
0 each
$200.00
$0.00
0%
$0.00
0 each
$150.00
$0.00
0%
$0.00
0.0 ft
$17.00
$0.00
0%
$0.00
0 each
$3,500.00
$0.00
0%
$0.00
0 each
$500.00
$0.00
0%
$0.00
0 ft
$450.00
$0.00
0%
$0.00
0.0 ft
$35.00
$0.00
0%
$0.00
0.0 ft
$40.00
$1,500.00
80%
$300.00
0.0 ft
$50.00
$0.00
0%
$0.00
0.0 ft
$70.00
$0.00
0%
$0.00
0.0 ft
$320.00
$0.00
0%
$0.00
3.0 ton
$60.00
$180.00
90%
$18.00
222.2 sy
$2.00
$444.44
90%
$44.44
0.6 acre
$24,000.00
$13,223.14
90%
$1,322.31
-cy
$4.00
$6,220.00
90%
$622.00
cy
$9.00
$0.00
0%
$0.00
1 Isum
$2,000.00
$3,000.00
80%
$600.00
1 Isum
$2,000.00
$3,000.00
100%
$0.00
- Isum
$5,000.00
$0.00
0%
$0.00
2 each
$200.00
$320.00
80%
$64.00
2 each
$200.00
$320.00
80%
$64.00
2 each
$200.00
$320.00
80%
$64.00
2 each
$200.00
$320.00
80%
$64.00
2 each
$200.00
$320.00
80%
$64.00
0 ft
$1.00
$0.00
0%
$0.00
2 Lanes
$2,000.00
$2,272.73
0%
$2,272.73
Lanes
$150.00
$170.45
0%
$170.45
Lanes
$100.00
$363.64
0%
$363.64
cost sum
subtotal
$64,808.40
$14,67 .18
proj mgmt
15%
$9,721.26
Proj. Mgmt (15%) eliminated>
$1,467.72
contingency
lo%
$7,452.97
20%of
Total
$81,990
original Amount $16,398 $16,150
I:\DEPT\Community Development\Engineering Division\1-Staff Folders\anderson\040918_bonds\reduction\SUB201500116_RP_bond_est-JARev101419-redux.xls 10/14/2019
Project Name: Whittington Subdivision - Phase A
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Plan #: SUB201100029 (Also,SUB2oi5ooti6)
Item
Road Name: Loop Road
Begin station
10+00.00
End station
14+53.0.�6
road length 453.0 ft
aggregate base
6.0 in d
453.0 ft L
18.0 ft W
blotted or prime&double seal
453.0 ft L
0.0 ft W
asphalt base
0.0 in d
453.0 ft L
1
18.0 ft W
asphalt surface
now in d
453.0 ftL
18.0 ft W
curb CG-2
curb CG-6
sidewalk, concrete (6)
ramp CG-12
street name sign
traffic control sign
Street Landscape
0 Each
guardrail
0 ES @
3000
drop inlet or grate
standard manhole frame top (not inlet)
manhole structure (per ff. rise)
pipe, rcp, cmp (15 to 48")
15.0 in d
ES-1,2
0 EC-1
pipe, rcp, cmp (15 to 48")
18.0 in d
ES-1,2
1 EC-1
pipe, rcp, cmp (15 to 48")
24.0 in d
0 ES-1,2
0 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
0 EC-1
rip -rap, placed
0.0 ft d
0.0 ft L
matting, EC-2 or 3
570.0 ft Lft
JftW
W
clear and grub (for wooded sites)
450.0 ft Lft
W
cut grading
fill grading
as -built drawings (1 k + price per 0.1 mi.)
453.0 ft L
0.0858 mi.
survey and layout (price per 0.1 mi.)
453.0 ft L
0.0858 mi.
mobilization
materials testing
453.0 ft L
0.906 inc of 500'
compaction testing
453.0 ft L
0.906 inc of 500'
CBR tests (1 every 0.1 mi. per road)
453.0 ft L
0.906 inc of 500'
stone depth inspections
453.0 ft L
0.906 inc of 500'
pavement inspections
453.0 ft L
0.906 inc of 500'
pipe and drainage video inspections ($500 min)
VDOT surety (1 lane)
453.0 ft L
0.0858 mi.
VDOT maintenance fee (1 In rd, 1 yr)
453.0 ft L
0.0858 mi.
VDOT admin. Cost recovery fee(1 lane)
453.0 ft L
0.0858 mi.
SUB201500116_RP_bond est-JARev101419
Max Greene, Aug2013 rev. 101419JA
No. Unit Unit Cost Cost
% complete cost remaining
285.4 ton
$35.00
$9,988.65
80%
$1,997.73
0.0 sy
$10.00
$0.00
0%
$0.00
0.0 tons
$100.00
$0.00
80%
$0.00
99.9 tons
$120.00
$11,986.38
50%
$5,993.19
ir 0.0 ft
$13.00
$0.00
0%
$0.00
0.0 ft
$15.00
$0.00
0%
$0.00
0.0 ft
$17.00
$0.00
0%
$0.00
0 ft
$350.00
$0.00
0%
$0.00
1 each
$200.00
$200.00
100%
$0.00
4 each
$200.00
$800.00
100%
$0.00
0 each
$150.00
$0.00
0%
$0.00
0.0 ft
$17.00
$0.00
0%
$0.00
2 each
$3,500.00
$7,000.00
90%
$700.00
0 each
$500.00
$0.00
0%
$0.00
11 ft
$450.00
$4,950.00
90%
$495.00
38.0 ft
$35.00
$1,330.00
80%
$266.00
214.0 ft
$40.00
$9,560.00
80%
$1,912.00
0.0 ft
$50.00
$0.00
0%
$0.00
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
253.3 sy
$2.00
$506.67
90%
$50.67
0.8 acre
$24,000.00
$19,834.71
90%
$1,983.47
1851.0 cy
$4.00
$7,404.00
80%
$1,480.80
590.0 cy
$9.00
$5,310.00
80%
$1,062.00
1 Isum
$2,000.00
$3,000.00
80%
$600.00
1 Isum
$2,000.00
$3,000.00
100%
$0.00
Isum
$5,000.00
$0.00
0%
$0.00
2 each
$200.00
$400.00
80%
$80.00
2 each
$200.00
$400.00
80%
$80.00
2 each
$200.00
$400.00
80%
$80.00
2 each
$200.00
$400.00
80%
$80.00
2 each
$200.00
$400.00
80%
$80.00
252 ft
$1.00
$252.00
50%
$126.00
2 Lanes
$2,000.00
$3,431.82
0%
$3,431.82
Lanes
$150.00
$257.39
0%
$257.39
Lanes
$100.00
$421.59
0%
$421.59
cost sum
subtotal
$91,233.20
$21,177.65
proj mgmt
15%
$13,684.98
Proj. Mgmt (15%) eliminated>
$2,117.77
contingency
ao%
$10,491.82
20%Of
Total
$115,420
original Amount $23,084_ $23,300
I:\DEPT\Community Development\Engineering Division\1-Staff Folders\anderson\040918_bonds\reduction\SUB201500116_RP_bond_est-JARev101419-redux.xls 10/14/2019
Project Name: Whittington Subdivision - Phase A
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Plan #: SUB201100029 (Also,SUB2o>5ooti6)
Item
No. Unit
Unit Cost
Cost
% complete
cost remaining
Road Name: Road E
Begin station
10+00.00
End station
20+72.00
road length 1072.0 ft
aggregate base
6.0 in d
1072.0 ft L
24.0 ft W
900.5 ton
$35.00
$31,516.80
80%
$6,303.36
blotted or prime&double seal
1072.0 ft L
.0 ft W
0.0 sy
$10.00
$0.00
0%
$0.00
asphalt base
3.0 in d
1072.0 ft L0
ft W
L-0
472.8 tons
$100.00
$47,275.20
80%
$9,455.04
asphalt surface _in d
1072.0 ft L
ft W
315.2 tons
$120.00
$37,820.16
60%
$15,128.06
curbCG-2
ir 0.0 ft
$13.00
$0.00
0%
$0.00
curbCG-6
0.0 ft
$15.00
$0.00
0%
$0.00
sidewalk, concrete (6)
0.0 ft
$17.00
$0.00
0%
$0.00
ramp CG-12
Oft
$350.00
$0.00
0%
$0.00
street name sign
1 each
$200.00
$200.00
100 %
$0.00
traffic control sign
4 each
$200.00
$800.00
100 %
$0.00
Street Landscape
27 Each
0 each
$150.00
$0.00
0%
$0.00
guardrail
0 ES @
3000
0.0 ft
$17.00
$0.00
0%
$0.00
drop inlet or grate
2 each
$3,500.00
$7,000.00
100 %
$0.00
standard manhole frame top (not inlet)
2 each
$500.00
$1,000.00
100 %
$0.00
manhole structure (per ft. rise)
17 ft
$450.00
$7,650.00
60 %
$3,060.00
pipe, rcp, cmp (15 to 48")
15.0 in d12100..0
ES-1,2
1 EC-1
320.0 ft
$35.00
$12,200.00
80%
$2,440.00
pipe, rcp, cmp (15 to 48")
18.0 in dES-1,2
0 EC-1
0.0 ft
$40.00
$0.00
0%
$0.00
pipe, rcp, cmp (15 to 48")
24.0 in dES-1,2
0 EC-1
0.0 ft
$50.00
$0.00
0%
$0.00
pipe, rcp, cmp (15 to 48")
36.0 in dES-1,2
0 EC-1
0 ft
$70.00
$0.00
0%
$0.00
pipe, rcp, cmp (60 to 108")
96.0 in dES-1,2
0 EC-1
ft
$320.00
$0.00
0%
$0.00
rip -rap, placed
0.0 ft dft
L EF ft W
0.0 ton
$60.00
$0.00
0%
$0.00
matting, EC-2 or 3
ft L
0 ft W
933.3 sy
$2.00
$1,866.67
90%
$186.67
clear and grub (for wooded sites)
1100.0 ft L
100.0 ft W
2.5 acre
$24,000.00
$60,606.06
85 %
$9,090.91
cut grading
cy
$4.00
$83,000.00
80%
$16,600.00
fill grading
cy
$9.00
$10,665.00
80%
$2,133.00
as -built drawings (1 k + price per 0.1 mi.)
1072.0 ft L
0.203 mi.
3 Isum
$2,000.00
$7,000.00
80%
$1,400.00
survey and layout (price per 0.1 mi.)
1072.0 ft L
0.203 mi.
3 Isum
$2,000.00
$7,000.00
100 %
$0.00
mobilization
-Isum
$5,000.00
$0.00
0%
$0.00
materials testing
1072.0 ft L
2.144 inc of 500'
3 each
$200.00
$640.00
80%
$128.00
compaction testing
1072.0 ft L
2.144 inc of 500'
3 each
$200.00
$640.00
80%
$128.00
CBR tests (1 every 0.1 mi. per road)
1072.0 ft L
2.144 inc of 500'
3 each
$200.00
$640.00
80%
$128.00
stone depth inspections
1072.0 ft L
2.144 inc of 500'
3 each
$200.00
$640.00
80%
$128.00
pavement inspections
1072.0 ft L
2.144 inc of 500'
3 each
$200.00
$640.00
80%
$128.00
pipe and drainage video inspections ($500 min)
0 ft
$1.00
$0.00
0%
$0.00
VDOT surety (1 lane)
1072.0 ft L
0.203 mi.
2 Lanes
$2,000.00
$8,121.21
0%
$8,121.21
VDOT maintenance fee (1 In rd, 1 yr)
1072.0 ft L
0.203 mi.
Lanes
$150.00
$609.09
0%
$609.09
VDOT admin. Cost recovery fee(1 lane)
1072.0 ft L
0.203 mi.
Lanes
$100.00
$656.06
0%
$656.06
cost sum
subtotal
$328,186.25
$75,823.40
proj mgmt
15%
$49,227.94
Proj. Mgmt (a5%) eliminated>
$7,582.34
SUB201500116_RP_ bond
contingency
io%
$37,741.42
20%of
_est-JARev101419
Max Greene, Aug2013 rev. 101419JA
Total
$415,160
original Amount $83,032 $83,410
I:\DEPT\Community Development\Engineering Division\1-Staff Folders\anderson\040918_bonds\reduction\SUB201500116_RP_bond_est-JARev101419-redux.xls 10/14/2019