HomeMy WebLinkAboutWPO200700104 Review Comments Bond Estimate 2008-04-23 (4)Hyland Ridge Subdivision Phase 3
ROAD Construction Bond Estimate (roads, site work, storm sewer)
Item
Item
No. Unit
Unit Cost
Cost
Number
installed
Aspen Drive 10 +00 to 34 +50 road length 2450.0 ft
1
aggregate base 6.0 in d
2450.0 ft L 28.0 ft W
1270.4 cy
$35.91
$45,619.00
2
blotted or prime &double seal
0.0 ft L 28.0 ft W
0.0 sy
$6.30
$0.00
3
asphalt base 3.0 in d
2450.0 ft L 28.0 ft W
960.4 tons
$73.50
$70,589.40
4
asphalt surface 1.5 in d
2450.0 ft L 28.0 ft W
480.2 tons
$81.90
$39,328.38
6
curb CG -2
0.0 ft
$8.40
$0.00
7
curb CG -6
4900.0 ft
$13.83
$67,759.65
8
sidewalk, asphalt 0.0 in d
2450.0 ft L 4.0 ft W
0.0 tons
$73.50
$0.00
9
sidewalk, concrete 5' width
4900.0 ft
$15.86
$77,714.00
10
ramp CG -12
0
$315.00
$0.00
11
street name sign
1
$65.00
$65.00
12
traffic control sign
7
$49.35
$345.45
13
guardrail (or rebuild wall in right -of -w;
0 ES @ $3700
0.0 ft
$16.80
$0.00
14
manhole or drop inlet
24
$1,365.00
$32,760.00
16
pipe, rcp (15 to 48 ") 15.0 in d
0 ES -1,2 $250 0 EC -1 $200
2400.0 ft
$23.10
$55,440.00
17
pipe, rcp (54 to 72 ") 54.0 in d
0 ES -1,2 $250 0 EC -1 $200
0.0 ft
$157.50
$0.00
18
pipe, pvc (4 to 10 ") 8.0 in d
0.0 ft
$6.30
$0.00
19
pipe, cmp (15 to 48 ") 15.0 in d
0 ES -1,2 $250 0 EC -1 $200
0.0 ft
$23.10
$0.00
20
pipe, cmp (54 to 72 ") 60.0 in d
0 ES -1,2 $250 0 EC -1 $200
0.0 ft
$146.00
$0.00
21
rip -rap, placed
0.0 ton
$31.50
$0.00
22
E &S fabric, EC -2,3
0 ft L 4 ft W
0.0 sy
$10.50
$0.00
23
clear and grub (for wooded sites)
0.0 ft L 30.0 ft W
0.0 acre
$10,500.00
$0.00
24
grading (per cy for cut or import only)
600.0 cy fill 500.0 cy cut
600.0 cy
$3.15
$3,465.00
24
CBR tests (1 every 0.1 mi. per road)
2450.0 ft L 4.9 Inc of 500'
6
$157.50
$929.25
25
as -built drawings (1 k+ price per 0.1 1
2450.0 ft L 0.464 mi.
5
$1,050.00
$6,250.00
26
survey and layout (price per 0.1 mi.)
2450.0 ft L 0.464 mi.
5
$525.00
$3,625.00
27
mobilization
1
$525.00
$525.00
28
VDOT surety (1 lane)
2450.0 ft L 0.464 mi.
2 Lanes
$2,000.00
$18,560.61
29
VDOT maintenance fee (1 In rd, 1 yr)
2450.0 ft L 0.464 mi.
2 Lanes
$150.00
$1,392.05
30
VDOT admin. Cost recovery fee(1 Ian
2450.0 ft L 0.464 mi.
2 Lanes
$100.00
$1,178.03
cost sum
$425,545.81
contigency
25%
$106,386.45
Total 1 $532,000
4/24/2008
Hyland Ridge Subdivision Phase 3
ROAD Construction Bond Estimate (roads, site work, storm sewer)
Item Item
Number
Item Item
Number
Fontana Drive Ext. 25 +50 to 28 +20 road length 270.0 ft
1
aggregate base
6.0 in d
270.0 ft L 28.0 ft W
2
blotted or prime &double seal
0.0 ft L 28.0 ft W
3
asphalt base
3.0 in d
270.0 ft L 28.0 ft W
4
asphalt surface
1.5 in d
270.0 ft L 28.0 ft W
6
curb CG -2
as -built drawings If k+ price per 0.1 1
270.0 ft L
7
curb CG -6
survey and layout (price per 0.1 mi.)
270.0 ft L
8
sidewalk, asphalt
0.0 in d
270.0 ft L 4.0 ft W
9
sidewalk, concrete 5' width
VDOT surety (1 lane)
10
ramp CG -12
29
VDOT maintenance fee (1 In rd, 1 yr)
11
street name sign
30
VDOT admin. Cost recovery fee(1 Ian
12
traffic control sign
$23.10
$9,240.00
13
guardrail (or rebuild wall
in right -of -w�
0 ES @ $3700
14
manhole or drop inlet
0.0 ft
$23.10
16
pipe, rep If to 48 ")
15.0 in d
0 ES -1,2 $250
17
pipe, rep (54 to 72 ")
54.0 in d
0 ES -1,2 $250
18
pipe, pvc (4 to 10 ")
8.0 in d
$10,500.00
19
pipe, cmp If to 48 ")
15.0 in d
0 ES -1,2 $250
20
pipe, cmp (54 to 72 ")
60.0 in d
0 ES -1,2 $250
21
rip -rap, placed
1
$525.00
0 EC -1 $200
0 EC -1 $200
0 EC -1 $200
0 EC -1 $200
22
E &S fabric, EC -2,3
0 ft L
4 ft W
23
clear and grub (for wooded sites)
0.0 ft L
30.0 ft W
24
grading (per cy for out or import only)
600.0 cy fill
500.0 cy cut
24
CBR tests (1 every 0.1 mi. per road)
270.0 ft L
0.54 inc of 500'
25
as -built drawings If k+ price per 0.1 1
270.0 ft L
0.051 mi.
26
survey and layout (price per 0.1 mi.)
270.0 ft L
0.051 mi.
27
mobilization
$0.00
0
28
VDOT surety (1 lane)
270.0 ft L
0.051 mi.
29
VDOT maintenance fee (1 In rd, 1 yr)
270.0 ft L
0.051 mi.
30
VDOT admin. Cost recovery fee(1 Ian
270.0 ft L
0.051 mi.
No. Unit Unit Cost Cost
installed
No. Unit Unit Cost Cost
installed
140.0 cy
$35.91
$5,027.40
0.0 sy
$6.30
$0.00
105.8 tons
$73.50
$7,779.24
52.9 tons
$81.90
$4,334.15
0.0 ft
$8.40
$0.00
540.0 ft
$13.83
$7,467.39
0.0 tons
$73.50
$0.00
540.0 ft
$15.86
$8,564.40
0
$315.00
$0.00
0
$65.00
$0.00
5
$49.35
$246.75
0.0 ft
$16.80
$0.00
5
$1,365.00
$6,825.00
400.0 ft
$23.10
$9,240.00
0.0 ft
$157.50
$0.00
0.0 ft
$6.30
$0.00
0.0 ft
$23.10
$0.00
0.0 ft
$146.00
$0.00
0.0 ton
$31.50
$0.00
0.0 sy
$10.50
$0.00
0.0 acre
$10,500.00
$0.00
600.0 cy
$3.15
$3,465.00
2
$157.50
$252.00
1
$1,050.00
$2,050.00
1
$525.00
$1,525.00
1
$525.00
$525.00
2 Lanes
$2,000.00
$2,045.45
2 Lanes
$150.00
$153.41
2 Lanes
$100.00
$352.27
cost sum $59,852.46
contigency 25% $14,963.12
Total $74,900
4/24/2008