HomeMy WebLinkAboutSUB201500165 Bond Estimates 2017-05-11North Pointe Middle Entrance & Rt 29 Improvements
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Plan # SUB201500165
Item
Rt. 29
Begin station
End station
aggregate base
blotted or prime&double seal
asphalt base
asphalt surface
curb CG-2
curb CG-6
sidewalk, concrete (6')
ramp CG-12
street name sign
traffic control sign
Street Landscape (buffer)
guardrail
drop inlet or grate
standard manhole frame top (not inlet)
manhole structure (per ft. rise)
pipe, rcp, cmp (15 to 48")
pipe, rcp, cmp (15 to 48")
pipe, rcp, cmp (15 to 48")
pipe, rcp, cmp (15 to 48")
pipe, rcp, cmp (15 to 48")
pipe, rcp, cmp (15 to 48")
pipe, rcp, cmp (60 to 108")
rip -rap, placed
rip -rap, placed
matting, EC-2 or 3
clear and grub (for wooded sites)
cut grading
fill grading
as -built drawings (1 k + price per 0.1 mi.)
survey and layout (price per 0.1 mi.)
mobilization
materials testing
compaction testing
CBR tests (1 every 0.1 mi. per road)
stone depth inspections
pavement inspections
pipe and drainage video inspections
VDOT surety (1 lane)
VDOT maintenance fee (1 In rd, 1 yr)
00+00.00
26+4100
Udn
No. Unit Unit Cost
installed
"lengths and widths only used to get a predetermined area
road length 2641.0 ft
2641.0 ft L
36.0 ft W
4436.9 ton
$35.00
2641.0 ft L
0.0 ft W
1
0.0 sy
$10.00
2641.0 ft L
36.0 ft W
6988.1 tons
$70.00
2641.0 ft L
58.0 ft W
1407.3 tons
$120.00
Each
ES @ 3000
15.0 in d
1 ES-1,2
EC-1
18.0 in d
0 ES-1,2
EC-1
24.0 in d
0 ES-1,2
EC-1
30.0 in d
1 ES-1,2
EC-1
42.0 in d
1 ES-1,2
EC-1
48.0 in d
0 ES-1,2
0 EC-1
96.0 in d
0 ES-1,2
J,EC-1
2.0 ft d
30.0 ft L
0.0 ft W
2.0 ft d
16.0 ft L
5.0 ft W
0.0 ft L
0.0 ft W
rr
0.0 ft L
0.0 ft W
2641.0 ft L 0.50019 mi.
2641.0 ft L 0.50019 mi.
2641.0
ft L
5.282 inc of 500'
2641.0
ft L
5.282 inc of 500'
2641.0
ft L
5.282 inc of 500'
2641.0
ft L
5.282 inc of 500'
2641.0
ft L
5.282 inc of 500'
2641.0 ft L 0.50019 mi.
2641.0 ft L 0.50019 mi.
195.0 ft
4320.0 ft
525.0 ft
4ft
1 each
1 each
46 each
0.0 ft
28 each
9 each
280 ft
1636.0 ft
1080.0 ft
580.0 ft
522.0 ft
370.0 ft
100.0 ft
""ft
36.0 ton
28.8 ton
0.0 sy
0.0 acre
- cy
cy
6 Isum
6 Isum
- Isum
6 each
6 each
6 each
6 each
6 each
4288 ft
2 Lanes
2 Lanes
$13.00
$15.00
$17.00
$350.00
$200.00
$200.00
$275.00
$17.00
$3,500.00
$500.00
$450.00
$35.00
$40.00
$50.00
$65.00
$75.00
$150.00
$320.00
$60.00
$60.00
$2.00
$24,000.00
$4.00
$9.00
$2,000.00
$2,000.00
$5,000.00
$200.00
$200.00
$200.00
$200.00
$200.00
$1.00
$2,000.00
$150.00
Cost
%compete cost remaining
$155,290.80
0%
$155,290.80
$0.00
0%
$0.00
$489,166.02
0%
$489,166.02
$168,878.75
0%
$168,878.75
$2,535.00
0%
$2,535.00
$64,800.00
0%
$64,800.00
$8,925.00
0%
$8,925.00
$1,400.00
0%
$1,400.00
$200.00
0%
$200.00
$200.00
0%
$200.00
$12,650.00
0%
$12,650.00
$0.00
0%
$0.00
$98,000.00
0%
$98,000.00
$4,500.00
0%
$4,500.00
$126,000.00
0%
$126,000.00
$57,760.00
0%
$57,760.00
$43,200.00
0%
$43,200.00
$29,000.00
0%
$29,000.00
$34,430.00
0%
$34,430.00
$28,250.00
0%
$28,250.00
$15,000.00
0%
$15,000.00
$0.00
0%
$0.00
$2,160.00
0%
$2,160.00
$1,728.00
0%
$1,728.00
$0.00
0%
$0.00
$0.00
0%
$0.00
$15,600.00
0%
$15,600.00
$25,875.00
0%
$25,875.00
$13,000.00
0%
$13,000.00
$13,000.00
0%
$13,000.00
$5,000.00
0%
$5,000.00
$1,260.00
0%
$1,260.00
$1,260.00
0%
$1,260.00
$1,260.00
0%
$1,260.00
$1,260.00
0%
$1,260.00
$1,260.00
0%
$1,260.00
$4,288.00
0%
$4,288.00
$20,007.58
0%
$20,007.58
$1,500.57
0%
$1,500.57
3ers\mwentland\Documents\SUB201500165 North Pointe Middle Entrance RP bond est 05-10-17.xls 5/10/2017
North Pointe Middle Entrance & Rt 29 Improvements
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Plan # SUB201500165
Rt. 29
Item
VDOT admin. Cost recovery fee(1 lane)
2641.0 ft L 0.50019 mi.
No. Unit
Unit Cost Cost
installed
2 Lanes
$100.00 $1,250.38
cost sum
$1,449,895.09
contingency
$144, 989.51
Total
$1,594,890
compete cost remaining
0% $1,250.38
$1,449,895.09
$144,989.51
$1,594,890
3ers\mwentland\Documents\SUB201500165 North Pointe Middle Entrance RP bond est 05-10-17.xls 5/10/2017
North Pointe Middle Entrance & Rt 29 Improvements
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Plan # SUB201500165
Item
Middle Entrance
Begin station
End station
aggregate base
blotted or prime&double seal
asphalt base
asphalt surface
curb CG-2
curb CG-6
sidewalk, concrete (6')
ramp CG-12
street name sign
traffic control sign
Street Landscape
guardrail
drop inlet or grate
standard manhole frame top (not inlet)
manhole structure (per ft. rise)
pipe, rcp, cmp (15 to 48")
pipe, rcp, cmp (15 to 48")
pipe, rcp, cmp (15 to 48")
pipe, rcp, cmp (15 to 48")
pipe, rcp, cmp (60 to 108")
rip -rap, placed
matting, EC-2 or 3
clear and grub (for wooded sites)
cut grading
fill grading
as -built drawings (1 k + price per 0.1 mi.)
survey and layout (price per 0.1 mi.)
mobilization
materials testing
compaction testing
CBR tests (1 every 0.1 mi. per road)
stone depth inspections
pavement inspections
pipe and drainage video inspections
VDOT surety (1 lane)
VDOT maintenance fee (1 In rd, 1 yr)
VDOT admin. Cost recovery fee(1 lane)
00+00.00
02+70.00
8.0 in d
in d
in d
No. Unit Unit Cost
installed
"lengths and widths only used to get a predetermined area
road length 270.0 ft
270.0 ft L 8Mft W
1033.2 ton
$35.00
270.0 ft L
0.0 ft W
0.0 sy
$10.00
270.0 ft L
82.0 ft W
813.6 tons
$100.00
270.0 ft L
82.0 ft W
271.2 tons
$120.00
Each
ES @ 3000
"structures & pipes in Rt. 29 section
15.0 in d
0 ES-1,2
0 EC-1
24.0 in d
0 ES-,2
0 EC-1
18.0 in d
0 ES-1,2
0
EC-1
18.0 in d
0 ES-1,2
0
EC-1
96.0 in d
0 ES-1,2
EC-1
2.0 ft d
0.0 ft L
ft W
0.0 ft L
ft W
O.OftL
ftW
270.0 ft L 0.05114 mi.
270.0 ft L 0.05114 mi.
270.0 ft L
0.54 inc of 500'
270.0 ft L
0.54 inc of 500'
270.0 ft L
0.54 inc of 500'
270.0 ft L
0.54 inc of 500'
270.0 ft L
0.54 inc of 500'
270.0 ft L 0.05114 mi.
270.0 ft L 0.05114 mi.
270.0 ft L 0.05114 mi.
380.0 ft
630.0 ft
550.0 ft
4 ft
0 each
0 each
0 each
0.0 ft
' 0 each
0 each
0 ft
0.0 ft
0.0 ft
0.0 ft
0.0 ft
0.0 ft
0.0 ton
0.0 sy
0.0 acre
0.0 cy
28000.0 cy
1 Isum
1 Isum
.a Isum
2 each
2 each
2 each
2 each
2 each
F"6 ft
2 Lanes
2 Lanes
2 Lanes
$13.00
$15.00
$17.00
$350.00
$200.00
$200.00
$275.00
$17.00
$3,500.00
$500.00
$450.00
$35.00
$50.00
$40.00
$40.00
$320.00
$60.00
$2.00
$24,000.00
$4.00
$9.00
$2,000.00
$2,000.00
$5,000.00
$200.00
$200.00
$200.00
$200.00
$200.00
$1.00
$2,000.00
$150.00
$100.00
Cost
compete cost remaining
$36,162.00
0%
$36,162.00
$0.00
0%
$0.00
$81,364.50
0%
$81,364.50
$32,545.80
0%
$32,545.80
$4,940.00
0%
$4,940.00
$9,450.00
0%
$9,450.00
$9,350.00
0%
$9,350.00
$1,400.00
0%
$1,400.00
$0.00
0%
$0.00
$0.00
0%
$0.00
$0.00
0%
$0.00
$0.00
0%
$0.00
$0.00
0%
$0.00
$0.00
0%
$0.00
$0.00
0%
$0.00
$0.00
0%
$0.00
$0.00
0%
$0.00
$0.00
0%
$0.00
$0.00
0%
$0.00
$0.00
0%
$0.00
$0.00
0%
$0.00
$0.00
0%
$0.00
$0.00
0%
$0.00
$0.00
0%
$0.00
$252,000.00
0%
$252,000.00
$3,000.00
0%
$3,000.00
$3,000.00
0%
$3,000.00
$0.00
0%
$0.00
$320.00
0%
$320.00
$320.00
0%
$320.00
$320.00
0%
$320.00
$320.00
0%
$320.00
$320.00
0%
$320.00
$0.00
0%
$0.00
$2,045.45
0%
$2,045.45
$153.41
0%
$153.41
$352.27
0%
$352.27
3ers\mwentland\Documents\SUB201500165 North Pointe Middle Entrance RP bond est 05-10-17.xls 5/10/2017
North Pointe Middle Entrance & Rt 29 Improvements
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Plan # SUB201500165
Item
Middle Entrance
No. Unit Unit Cost Cost
installed % compete cost remaining
cost sum $437,363.44 $437,363.44
contingency $43,736.34 $43,736.34
Total $481,100 $481,100
sers\mwentland\Documents\SUB201500165 North Pointe Middle Entrance RP bond est 05-10-17.xls 5/10/2017