HomeMy WebLinkAboutSUB201200010 Review Comments Bond Estimate 2013-05-10Old Trail Creekside III Ph II C (supercedes part C of estimate calculated 5116/2012 by Phil Custer)
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Plan # SUB2012 -00010
Wellbourne Lane sta 37 +14 to sta 40 +77 $182,320
Birchwood Hill Road sta 12 +94 to sta 15 +98 $157,500
grand total
$339,820
C:\ Users \mkoslow\ Documents \CurrentReviews \SUB201200010 Old Trail Creekside III Ph 2 Road Plans \2013- 05- 10- OTCIII Phi IC -Road Bond Estimate5 /10/2013
Old Trail Creekside III Ph II C (supercedes part C of estimate calculated 5/16/2012 by Phil Custer)
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Plan # SUB2012 -00010
Item
Item
No. Unit
Unit Cost
Cost
Number
installed
% compete
adjustment for inf6
cost remaining
Wellbourne Lane sta 37 +14 to sta 40 +77
road length
363.0 ft
1
aggregate base
6.0 in d
363.0 ft L
31.0 ft W
393.9 ton
$35.00
$13,784.93
0%
$13,784.93
2
blotted or prime &double seal
0.0 ft L
0.0 ft W
0.0 sy
$10.00
$0.00
0%
$0.00
3
asphalt base
3.0 in d
363.0 ft L
26.0 ft W
173.4 tons
$100.00
$17,342.33
0%
$17,342.33
4
asphalt surface
2.0 in d
363.0 ft L
26.0 ft W
115.6 tons
$120.00
$13,873.86
0%
$13,873.86
5
curb CG -2
0.0 ft
$13.00
$0.00
0%
$0.00
6
curb CG -6
726.0 ft
$15.00
$10,890.00
0%
$10,890.00
7
sidewalk, concrete (6)
726.0 ft
$17.00
$12,342.00
0%
$12,342.00
8
ramp CG -12
12 ft
$350.00
$4,200.00
0%
$4,200.00
9
street name sign
1 each
$200.00
$200.00
0%
$200.00
10
traffic control sign
2 each
$200.00
$400.00
0%
$400.00
11
Street Landscape
14 Each
14 each
$150.00
$2,100.00
0%
$2,100.00
12
guardrail
0 ES @
3000
0.0 ft
$17.00
$0.00
0%
$0.00
13
drop inlet or grate
6 each
$3,500.00
$21,000.00
0%
$21,000.00
14
standard manhole frame top (not inlet)
0 each
$500.00
$0.00
0%
$0.00
15
manhole structure (per ft. rise)
0 ft
$450.00
$0.00
0%
$0.00
16
pipe, rcp, cmp (12 to 48 ")
12.0 in d
0 ES -1,2
0 EC-1
85.0 ft
$35.00
$2,975.00
0%
$2,975.00
17
pipe, rcp, cmp (12 to 48 ")
15.0 in d
0 ES -1,2
0 EC-1
124.0 ft
$35.00
$4,340.00
0%
$4,340.00
18
pipe, rcp, cmp (12 to 48 ")
24.0 in d
0 ES -1,2
0 EC-1
158.0 ft
$50.00
$7,900.00
0%
$7,900.00
19
rip -rap, placed
0.0 ft d
0.0 ft L
0.0 ft W
100.0 ton
$60.00
$6,000.00
0%
$6,000.00
20
E &S Fabric, EC2,3
0.0 ft L
0.0 ft W
0.0 sy
$60.00
$0.00
0%
$0.00
21
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
22
grading (per cy for cut or import only)
741.0 cy fill
296.0 cy cut
839.7 cy
$13.00
$14,763.67
0%
$14,763.67
23
as -built drawings (1 k + price per 0.1 mi.)
363.0 ft L
0.06875 mi.
1 Isum
$2,000.00
$3,000.00
0%
$3,000.00
24
survey and layout (price per 0.1 mi.)
363.0 ft L
0.06875 mi.
1 Isum
$2,000.00
$3,000.00
0%
$3,000.00
25
mobilization
1 Isum
$500.00
$500.00
0%
$500.00
26
materials testing
363.0 ft L
0.726 inc of 500'
2 each
$200.00
$360.00
0%
$360.00
27
compaction testing
363.0 ft L
0.726 inc of 500'
2 each
$200.00
$360.00
0%
$360.00
28
CBR tests (1 every 0.1 mi. per road)
363.0 ft L
0.726 inc of 500'
2 each
$200.00
$360.00
0%
$360.00
29
stone depth inspections
363.0 ft L
0.726 inc of 500'
2 each
$200.00
$360.00
0%
$360.00
30
pavement inspections
363.0 ft L
0.726 inc of 500'
2 each
$200.00
$360.00
0%
$360.00
31
pipe and drainage video inspections
364 ft
$1.00
$364.00
0%
$364.00
32
VDOT surety (1 lane)
363.0 ft L
0.06875 mi.
2 Lanes
$2,000.00
$2,750.00
0%
$2,750.00
33
VDOT maintenance fee (1 In rd, 1 yr)
363.0 ft L
0.06875 mi.
2 Lanes
$150.00
$206.25
0%
$206.25
34
VDOT admin. Cost recovery fee(1 lane)
363.0 ft L
0.06875 mi.
2 Lanes
$100.00
$387.50
0%
$387.50
$144,119.53
cost sum
$144,119.53
proj mgmt
$21,617.93
$21,617.93
contingency
$16,573.75
$16,573.75
C:\ Users \mkoslow\ Documents \Cu rrentReviews \SUB201200010 Old Trail Creekside III Ph 2 Road Plans \2013- 05- 10- OTCIIIPhlIC -Road Bond Estimate 5/10/2013
Old Trail Creekside III Ph II C (supercedes part C of estimate calculated 5/16/2012 by Phil Custer)
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Plan # SUB2012 -00010
Item Item
Number
No. Unit Unit Cost Cost
installed
Total $182,320
% compete
adjustment for infl; cost remaining
$182,320
C:\ Users \mkoslow\ Documents \CurrentReviews \SUB201200010 Old Trail Creekside III Ph 2 Road Plans \2013- 05- 10- OTCIIIPhlIC -Road Bond Estimate 5/10/2013
Old Trail Creekside III Ph II C (supercedes part C of estimate calculated 5/16/2012 by Phil Custer)
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Plan # SUB2012 -00010
Item
Item
No. Unit
Unit Cost
Cost
Number
installed
% compete
adjustment for inf6
cost remaining
Birchwood Hill Road sta 12 +94 to sta 15 +98
road length
304.0 ft
1
aggregate base
6.0 in d
304.0 ft L
31.0 ft W
329.8 ton
$35.00
$11,544.40
0%
$11,544.40
2
blotted or prime &double seal
0.0 ft L
0.0 ft W
0.0 sy
$10.00
$0.00
0%
$0.00
3
asphalt base
3.0 in d
304.0 ft L
26.0 ft W
145.2 tons
$100.00
$14,523.60
0%
$14,523.60
4
asphalt surface
2.0 in d
304.0 ft L
26.0 ft W
96.8 tons
$120.00
$11,618.88
0%
$11,618.88
5
curb CG -2
0.0 ft
$13.00
$0.00
0%
$0.00
6
curb CG -6
608.0 ft
$15.00
$9,120.00
0%
$9,120.00
7
sidewalk, concrete (6)
0.0 ft
$17.00
$0.00
0%
$0.00
8
ramp CG -12
0 ft
$350.00
$0.00
0%
$0.00
9
street name sign
0 each
$200.00
$0.00
0%
$0.00
10
traffic control sign
2 each
$200.00
$400.00
0%
$400.00
11
Street Landscape
11 Each
11 each
$150.00
$1,650.00
0%
$1,650.00
12
guardrail
0 ES @
3000
0.0 ft
$17.00
$0.00
0%
$0.00
13
drop inlet or grate
4 each
$3,500.00
$14,000.00
0%
$14,000.00
14
standard manhole frame top (not inlet)
0 each
$500.00
$0.00
0%
$0.00
15
manhole structure (per ft. rise)
0 ft
$450.00
$0.00
0%
$0.00
16
pipe, rcp, cmp (12 to 48 ")
15.0 in d
0 ES -1,2
0 EC-1
30.0 ft
$35.00
$1,050.00
0%
$1,050.00
17
pipe, rcp, cmp (12 to 48 ")
18.0 in d
0 ES -1,2
0 EC-1
304.0 ft
$40.00
$12,160.00
0%
$12,160.00
18
rip -rap, placed
2.0 ft d
12.0 ft L
9.0 ft W
100.0 ton
$60.00
$6,000.00
0%
$6,000.00
19
E &S Fabric, EC2,3
0.0 ft L
0.0 ft W
0.0 sy
$60.00
$0.00
0%
$0.00
20
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
21
grading (per cy for cut or import only)
1500.0 cy fill
667.0 cy cut
1722.3 cy
$13.00
$31,061.33
0%
$31,061.33
22
as -built drawings (1 k + price per 0.1 mi.)
304.0 ft L
0.05758 mi.
1 Isum
$2,000.00
$3,000.00
0%
$3,000.00
23
survey and layout (price per 0.1 mi.)
304.0 ft L
0.05758 mi.
1 Isum
$2,000.00
$3,000.00
0%
$3,000.00
24
mobilization
1 Isum
$500.00
$500.00
0%
$500.00
25
materials testing
304.0 ft L
0.608 inc of 500'
2 each
$200.00
$340.00
0%
$340.00
26
compaction testing
304.0 ft L
0.608 inc of 500'
2 each
$200.00
$340.00
0%
$340.00
27
CBR tests (1 every 0.1 mi. per road)
304.0 ft L
0.608 inc of 500'
2 each
$200.00
$340.00
0%
$340.00
28
stone depth inspections
304.0 ft L
0.608 inc of 500'
2 each
$200.00
$340.00
0%
$340.00
29
pavement inspections
304.0 ft L
0.608 inc of 500'
2 each
$200.00
$340.00
0%
$340.00
30
pipe and drainage video inspections
334 ft
$1.00
$334.00
0%
$334.00
31
VDOT surety (1 lane)
304.0 ft L
0.05758 mi.
2 Lanes
$2,000.00
$2,303.03
0%
$2,303.03
32
VDOT maintenance fee (1 In rd, 1 yr)
304.0 ft L
0.05758 mi.
2 Lanes
$150.00
$172.73
0%
$172.73
33
VDOT admin. Cost recovery fee(1 lane)
304.0 ft L
0.05758 mi.
2 Lanes
$100.00
$365.15
0%
$365.15
$124,503.12
cost sum
$124,503.12
proj mgmt
$18,675.47
$18,675.47
contingency
$14,317.86
$14,317.86
Total
$157,500
$157,500
C:\ Users \mkoslow\ Documents \Cu rrentReviews \SUB201200010 Old Trail Creekside III Ph 2 Road Plans \2013- 05- 10- OTCIIIPhlIC -Road Bond Estimate 5/10/2013
Old Trail Creekside III Ph II C (supercedes part C of estimate calculated 5/16/2012 by Phil Custer)
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Plan # SUB2012 -00010
Item Item
Number
No. Unit Unit Cost Cost
installed % compete
adjustment for infl; cost remaining
C:\ Users \mkoslow\ Documents \CurrentReviews \SUB201200010 Old Trail Creekside III Ph 2 Road Plans \2013- 05- 10- OTCIIIPhlIC -Road Bond Estimate 5/10/2013