HomeMy WebLinkAboutSUB201500112 Bond Reduction 2019-01-29 (4)Project Name: Dunlora V
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Plan #: SUB201500112
Item
No. Unit
Unit Cost
Cost
% complete
cost remaining
Road Name: Shepard's Ln.
Begin station
10+00.00
End station
13+95.3�
road length 395.4 ft
aggregate base
5.5 in d
ft W
395.4 ft LIftw
393.2 ton
$35.00
$13,762.30
70%
$4,128.69
blotted or prime&double seal
395.4 ft Lft
W
0.0 sy
$10.00
$0.00
0%
$0.00
asphalt base
2.5 in d
395.4 ft Lft
W
115.0 tons
$100.00
$11,502.21
70%
$3,450.66
asphalt surface min d
395.4 ft L
46.0 tons
$120.00
$5,521.06
70%
$1,656.32
curb CG-2
50.0 ft
$13.00
$650.00
80%
$130.00
curb CG-6
790.0 ft
$15.00
$11,850.00
80%
$2,370.00
sidewalk, concrete (6)
630.0 ft
$17.00
$10,710.00
90%
$1,071.00
ramp CG-12
0 ft
$350.00
$0.00
0%
$0.00
street name sign
1 each
$200.00
$200.00
50%
$100.00
traffic control sign
1 each
$200.00
$200.00
80%
$40.00
Street Landscape
Each
12 each
$150.00
$1,800.00
75%
$450.00
guardrail
ES @
3000
0.0 ft
$17.00
$0.00
0%
$0.00
drop inlet or grate
7 each
$3,500.00
$24,500.00
90%
$2,450.00
standard manhole frame top (not inlet)
2 each
$500.00
$1,000.00
90%
$100.00
manhole structure (per ft. rise)
58 ft
$450.00
$26,100.00
90%
$2,610.00
pipe, rcp, cmp (15 to 48")
15.0 in d 0 ES-1,2
r 0 EC-1
395.0 ft
$35.00
$13,825.00
80%
$2,765.00
pipe, rcp, cmp (15 to 48")
18.0 in d
0 ES-1,2
0 EC-1
0.0 ft
$40.00
$0.00
0%
$0.00
pipe, rcp, cmp (15 to 48")
24.0 in d
0 ES-1,2
0 EC-1
0.0 ft
$50.00
$0.00
0%
$0.00
pipe, rcp, cmp (15 to 48")
36.0 in d
0 ES-1,2
0 EC-1
0.0 ft
$70.00
$0.00
0%
$0.00
pipe, rcp, cmp (60 to 108")
96.0 in d
0 ES-1,2
0 ECA
0.0 ft
$320.00
$0.00
0%
$0.00
rip -rap, placed
2.0 ft d
0.0 ft L
0.0 ft W
0.0 ton
$60.00
$0.00
0%
$0.00
matting, EC-2 or 3
0.0 ft L
0.0 ft W
0.0 sy
$2.00
$0.00
0%
$0.00
clear and grub (for wooded sites)
0.0 ft L
0.0 ft W
0.0 acre
$24,000.00
$0.00
0%
$0.00
cut grading
4900.0 cy
$4.00
$19,600.00
100%
$0.00
fill grading
�cy
$9.00
$9,990.00
90%
$999.00
as -built drawings (1 k + price per 0.1 mi.)
395.4 ft L
0.07488 mi.
1 Isum
$2,000.00
$3,000.00
50%
$1,500.00
survey and layout (price per 0.1 mi.)
395.4 ft L
0.07488 mi.
1 Isum
$2,000.00
$3,000.00
100%
$0.00
mobilization
-Isum
$5,000.00
$5,000.00
0%
$5,000.00
materials testing
395.4 ft L
0.7907 inc of 500'
2 each
$200.00
$360.00
0%
$360.00
compaction testing
395.4 ft L
0.7907 inc of 500'
2 each
$200.00
$360.00
0%
$360.00
CBR tests (1 every 0.1 mi. per road)
395.4 ft L
0.7907 inc of 500'
2 each
$200.00
$360.00
0%
$360.00
stone depth inspections
395.4 ft L
0.7907 inc of 500'
2 each
$200.00
$360.00
0%
$360.00
pavement inspections
395.4 ft L
0.7907 inc of 500'
2 each
$200.00
$360.00
0%
$360.00
pipe and drainage video inspections ($500 min)
'ft
$1.00
$395.00
0%
$395.00
VDOT surety (1 lane)
395.4 ft L
0.07488 mi.
2 Lanes
$2,000.00
$2,995.08
0%
$2,995.08
VDOT maintenance fee (1 In rd, 1 yr)
395.4 ft L
0.07488 mi.
2 Lanes
$150.00
$224.63
0%
$224.63
VDOT admin. Cost recovery fee(1 lane)
395.4 ft L
0.07488 mi.
h 2 Lanes
$100.00
$399.75
0%
$399.75
cost sum
$168,025.04
$34,635.13
contingency
$16,802.50
$3,463.51
SUB201500112_Dunlora V RP_bond_est-JARev012919.xls
M. Wentland, rev. 012919JA
Total
$184,830
$38,100
I:\DEPT\Community Development\Engineering Division\1-Staff Folders\anderson\040918_bonds\sub201500112\SUB201500112_Dunlora V RP_bond_est-JARev012919.xls 1/29/2019
Project Name: Dunlora V
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Plan #: SUB201500112
Item
No. Unit
Unit Cost
Cost
% complete
cost remaining
Road Name: Shepard's Ct.
Begin station
10+12.00
End station
14+27.51
road length 415.5 ft
aggregate base
4.0 in d
415.5 ft L ft W
300.6 ton
$35.00
$10,519.33
80%
$2,103.87
blotted or prime&double seal
415.5 ft LIftw
ft W
0.0 sy
$10.00
$0.00
0%
$0.00
asphalt base
2.5 in d
415.5 ft Lft
W
120.9 tons
$100.00
$12,088.74
80%
$2,417.75
asphalt surface 1.0 in d
415.5 ft L
48.4 tons
$120.00
$5,802.60
70%
$1,740.78
curb CG-2
0.0 ft
$13.00
$0.00
0%
$0.00
curb CG-6
830.0 ft
$15.00
$12,450.00
80%
$2,490.00
sidewalk, concrete (6)
595.0 ft
$17.00
$10,115.00
80%
$2,023.00
ramp CG-12
2 ft
$350.00
$700.00
50%
$350.00
street name sign
1 each
$200.00
$200.00
0%
$200.00
traffic control sign
1 each
$200.00
$200.00
80%
$40.00
Street Landscape
Each
19 each
$150.00
$2,850.00
79%
$599.93
guardrail
ES @
3000
0.0 ft
$17.00
$0.00
0%
$0.00
drop inlet or grate
beach
$3,500.00
$21,000.00
90%
$2,100.00
standard manhole frame top (not inlet)
0 each
$500.00
$0.00
0%
$0.00
manhole structure (per ft. rise)
35 ft
$450.00
$15,750.00
90%
$1,575.00
pipe, rcp, cmp (15 to 48")
15.0 in d 0 ES-1,2
r 0 EC-1
504.0 ft
$35.00
$17,640.00
90%
$1,764.00
pipe, rcp, cmp (15 to 48")
18.0 in d
0 ES-1,2
0 EC-1
0.0 ft
$40.00
$0.00
0%
$0.00
pipe, rcp, cmp (15 to 48")
24.0 in d
0 ES-1,2
0 EC-1
0.0 ft
$50.00
$0.00
0%
$0.00
pipe, rcp, cmp (15 to 48")
36.0 in d
0 ES-1,2
0 EC-1
0.0 ft
$70.00
$0.00
0%
$0.00
pipe, rcp, cmp (60 to 108")
96.0 in d
0 ES-1,2
0 ECA
0.0 ft
$320.00
$0.00
0%
$0.00
rip -rap, placed
2.0 ft d
0.0 ft L
0.0 ft W
0.0 ton
$60.00
$0.00
0%
$0.00
matting, EC-2 or 3
0.0 ft L
0.0 ft W
0.0 sy
$2.00
$0.00
0%
$0.00
clear and grub (for wooded sites)
0.0 ft L
0.0 ft W
0.0 acre
$24,000.00
$0.00
0%
$0.00
cut grading
2330.0 cy
$4.00
$9,320.00
100%
$0.00
fill grading
260.0 cy
$9.00
$2,340.00
90%
$234.00
as -built drawings (1 k + price per 0.1 mi.)
415.5 ft L
0.0787 mi.
1 Isum
$2,000.00
$3,000.00
50%
$1,500.00
survey and layout (price per 0.1 mi.)
415.5 ft L
0.0787 mi.
1 Isum
$2,000.00
$3,000.00
80%
$600.00
mobilization
-Isum
$5,000.00
$0.00
0%
$0.00
materials testing
415.5 ft L
0.83102 inc of 500'
2 each
$200.00
$380.00
0%
$380.00
compaction testing
415.5 ft L
0.83102 inc of 500'
2 each
$200.00
$380.00
0%
$380.00
CBR tests (1 every 0.1 mi. per road)
415.5 ft L
0.83102 inc of 500'
2 each
$200.00
$380.00
0%
$380.00
stone depth inspections
415.5 ft L
0.83102 inc of 500'
2 each
$200.00
$380.00
0%
$380.00
pavement inspections
415.5 ft L
0.83102 inc of 500'
2 each
$200.00
$380.00
0%
$380.00
pipe and drainage video inspections ($500 min)
504 ft
$1.00
$504.00
0%
$504.00
VDOT surety (1 lane)
415.5 ft L
0.0787 mi.
2 Lanes
$2,000.00
$3,147.80
0%
$3,147.80
VDOT maintenance fee (1 In rd, 1 yr)
415.5 ft L
0.0787 mi.
2 Lanes
$150.00
$236.09
0%
$236.09
VDOT admin. Cost recovery fee(1 lane)
415.5 ft L
0.0787 mi.
2 Lanes
$100.00
$407.39
0%
$407.39
cost sum
$133,170.95
$25,933.60
contingency
$13,317.09
$2,593.36
SUB201500112_Dunlora V RP_bond_est-JARev012919.xls
M. Wentland, rev. 012919JA
Total
$146,490
$28,530
I:\DEPT\Community Development\Engineering Division\1-Staff Folders\anderson\040918_bonds\sub201500112\SUB201500112_Dunlora V RP_bond_est-JARev012919.xls 1/29/2019