HomeMy WebLinkAboutSUB200900161 Review Comments Bond Estimate 2010-03-03Development Name Old Trail Village Block 3, Phase B SUB200900161, SDP200900093
ROAD Construction Bond Estimate (roads, site work, storm sewer)
Updated 11120109 with changes to VDOT fees
Road Name Claremont Lane (public) 17 +25 to 20 +00 Road Length 275.0 ft
Item
Item
No. Unit
Unit Cost
Cost
Number
installed
1
aggregate base 8.0 in d
275.0 ft L 29.0 ft W
196.9 cy
$43.09
$8,485.40
2
blotted or prime &double seal
0.0 ft L 0.0 ft W
0.0 sy
$7.56
$0.00
3
asphalt base 3.0 in d
275.0 ft L 29.0 ft W
111.7 tons
$88.20
$9,847.53
4
asphalt surface 2.0 in d
275.0 ft L 29.0 ft W
74.4 tons
$98.28
$7,315.31
6
curb CG -2
0.0 ft
$10.08
$0.00
7
curb CG -6
550.0 ft
$16.59
$9,126.81
8
sidewalk, asphalt 0.0 in d
275.0 ft L 4.0 ft W
0.0 tons
$88.20
$0.00
9
sidewalk, concrete 4' width
550.0 ft
$13.99
$7,692.30
sidewalk, concrete 8' width (along Old Trail Drive)
300.0
$25.00
$7,500.00
10
ramp CG -12
6
$378.00
$2,268.00
11
street name sign
1
$78.00
$78.00
12
traffic control sign
1
$59.22
$59.22
13
guardrail (or rebuild wall in right -of -way)
2 ES @ $3700
0.0 ft
$20.16
$0.00
14
manhole or drop inlet
4
$1,638.00
$6,552.00
16
pipe, rcp (15 to 48 ") 15.0 in d
0 ES -1,2 $250 0 EC -1 $200
280.0 ft
$27.72
$7,761.60
17
pipe, rcp (54 to 72 ") 54.0 in d
0 ES -1,2 $250 0 EC -1 $200
0.0 ft
$189.00
$0.00
18
pipe, pvc (4 to 10 ") 8.0 in d
0.0 ft
$7.56
$0.00
19
pipe, cmp (15 to 48 ") 15.0 in d
2 ES -1,2 $250 1 EC -1 $200
0.0 ft
$27.72
$0.00
20
pipe, cmp (54 to 72 ") 60.0 in d
0 ES -1,2 $250 0 EC -1 $200
0.0 ft
$175.20
$0.00
21
rip -rap, placed
0.0 ton
$37.80
$0.00
22
E &S fabric, EC -2,3
1750 ft L 4 ft W
0.0 sy
$12.60
$0.00
23
clear and grub (for wooded sites)
275.0 ft L 30.0 ft W
0.0 acre
$12,600.00
$0.00
24
grading (per cy for cut or import only)
600.0 cy fill 500.0 cy cut
0.0 cy
$3.78
$0.00
24
CBR tests (1 every 0.1 mi. per road)
275.0 ft L 0.55 inc of 500'
2
$189.00
$302.40
25
as -built drawings (1 k +price per 0.1 mi.)
275.0 ft 0.0521 mi.
1
$1,260.00
$1,260.00
26
survey and layout (price per 0.1 mi.)
275.0 ft L 0.0521 mi.
1
$630.00
$630.00
27
mobilization
1
$630.00
$630.00
28
VDOT surety (per 1/10 lane- mile)*
275.0 ft L 0.5208 1/10 mi.
2 Lanes
$3,000.00
$3,125.00
29
VDOT inspection fee (per 1/10 mile)*
275.0 ft L 0.5208 1/10 mi. $500 +$125 *1/10 centerline mill
$125.00
$565.10
30
VDOT admin. cost recovery fee(per center lane 1
275.0 ft L 0.0521 1/10 mi. $500 +$250 *1/10 centerline mils
$250.00
$513.02
cost sum
$73,711.69
project management
15%
$11,056.75
subtotal
$84,768.45
contigency
10%
$8,476.84
Total 1 $93,300
3/3/2010
Development Name Old Trail Village Block 3, Phase B SUB200900161, SDP200900093
ROAD Construction Bond Estimate (roads, site work, storm sewer)
Updated 11120109 with changes to VDOT fees
Road Name Mornington Place (alley) 10 +00 to 11 +50 Road Length 150.0 ft
Item
Item
No. Unit
Unit Cost
Cost
Number
installed
1
aggregate base 6.0 in d
150.0 ft L 20.0 ft W
55.6 cy
$43.09
$2,394.00
2
blotted or prime &double seal
0.0 ft L 0.0 ft W
0.0 sy
$7.56
$0.00
3
asphalt base 3.0 in d
150.0 ft L 20.0 ft W
42.0 tons
$88.20
$3,704.40
4
asphalt surface 2.0 in d
150.0 ft L 20.0 ft W
28.0 tons
$98.28
$2,751.84
6
curb CG -2
0.0 ft
$10.08
$0.00
7
curb CG -6
0.0 ft
$16.59
$0.00
8
sidewalk, asphalt 0.0 in d
150.0 ft L 4.0 ft W
0.0 tons
$88.20
$0.00
9
sidewalk, concrete 4' width
0.0 ft
$13.99
$0.00
sidewalk, concrete 8' width (along Old Trail Drive)
0.0
$25.00
$0.00
10
ramp CG -12
0
$378.00
$0.00
11
street name sign
1
$78.00
$78.00
12
traffic control sign
1
$59.22
$59.22
13
guardrail (or rebuild wall in right -of -way)
2 ES @ $3700
0.0 ft
$20.16
$0.00
14
manhole or drop inlet
2
$1,638.00
$3,276.00
16
pipe, rcp (15 to 48 ") 15.0 in d
0 ES -1,2 $250 0 EC -1 $200
125.0 ft
$27.72
$3,465.00
17
pipe, rcp (54 to 72 ") 54.0 in d
0 ES -1,2 $250 0 EC -1 $200
0.0 ft
$189.00
$0.00
18
pipe, pvc (4 to 10 ") 8.0 in d
0.0 ft
$7.56
$0.00
19
pipe, cmp (15 to 48 ") 15.0 in d
2 ES -1,2 $250 1 EC -1 $200
0.0 ft
$27.72
$0.00
20
pipe, cmp (54 to 72 ") 60.0 in d
0 ES -1,2 $250 0 EC -1 $200
0.0 ft
$175.20
$0.00
21
rip -rap, placed
0.0 ton
$37.80
$0.00
22
E &S fabric, EC -2,3
1750 ft L 4 ft W
0.0 sy
$12.60
$0.00
23
clear and grub (for wooded sites)
150.0 ft L 30.0 ft W
0.0 acre
$12,600.00
$0.00
24
grading (per cy for cut or import only)
600.0 cy fill 500.0 cy cut
0.0 cy
$3.78
$0.00
24
CBR tests (1 every 0.1 mi. per road)
150.0 ft L 0.3 inc of 500'
0
$189.00
$0.00
25
as -built drawings (1k+ price per 0.1 mi.)
150.0 ft L 0.0284 mi.
0
$1,260.00
$0.00
26
survey and layout (price per 0.1 mi.)
150.0 ft L 0.0284 mi.
0
$630.00
$0.00
27
mobilization
0
$630.00
$0.00
28
VDOT surety (per 1/10 lane- mile)*
150.0 ft L 0.2841 1/10 mi.
0 Lanes
$3,000.00
$0.00
29
VDOT inspection fee (per 1/10 mile)*
0.0 ft L 0 1/10 mi. $500 +$125 *1/10 centerline mill
$125.00
$0.00
30
VDOT admin. cost recovery fee(per center lane 1
0.0 ft L 0 1/10 mi. $500 +$250 *1/10 centerline mils
$250.00
$0.00
cost sum
$15,728.46
project management
15%
$2,359.27
subtotal
$18,087.73
contigency
10%
$1,808.77
Total 1 $19,900
3/3/2010
Development Name Old Trail Village Block 3, Phase B SUB200900161, SDP200900093
ROAD Construction Bond Estimate (roads, site work, storm sewer)
Updated 11120109 with changes to VDOT fees
Road Name Mornington Lane (alley) 10 +00 to 12 +35 Road Length 235.0 ft
Item
Item
No. Unit
Unit Cost
Cost
Number
installed
1
aggregate base 8.0 in d
235.0 ft L 20.0 ft W
116.0 cy
$43.09
$5,000.80
2
blotted or prime &double seal
0.0 ft L 0.0 ft W
0.0 sy
$7.56
$0.00
3
asphalt base 0.0 in d
235.0 ft L 20.0 ft W
0.0 tons
$88.20
$0.00
4
asphalt surface 2.0 in d
235.0 ft L 20.0 ft W
43.9 tons
$98.28
$4,311.22
6
curb CG -2
0.0 ft
$10.08
$0.00
7
curb CG -6
0.0 ft
$16.59
$0.00
8
sidewalk, asphalt 0.0 in d
235.0 ft L 4.0 ft W
0.0 tons
$88.20
$0.00
9
sidewalk, concrete 4' width
0.0 ft
$13.99
$0.00
sidewalk, concrete 8' width (along Old Trail Drive)
0.0
$25.00
$0.00
10
ramp CG -12
0
$378.00
$0.00
11
street name sign
1
$78.00
$78.00
12
traffic control sign
1
$59.22
$59.22
13
guardrail (or rebuild wall in right -of -way)
2 ES @ $3700
0.0 ft
$20.16
$0.00
14
manhole or drop inlet
1
$1,638.00
$1,638.00
16
pipe, rcp (15 to 48 ") 15.0 in d
0 ES -1,2 $250 0 EC -1 $200
95.0 ft
$27.72
$2,633.40
17
pipe, rcp (54 to 72 ") 54.0 in d
0 ES -1,2 $250 0 EC -1 $200
0.0 ft
$189.00
$0.00
18
pipe, pvc (4 to 10 ") 8.0 in d
0.0 ft
$7.56
$0.00
19
pipe, cmp (15 to 48 ") 15.0 in d
2 ES -1,2 $250 1 EC -1 $200
0.0 ft
$27.72
$0.00
20
pipe, cmp (54 to 72 ") 60.0 in d
0 ES -1,2 $250 0 EC -1 $200
0.0 ft
$175.20
$0.00
21
rip -rap, placed
0.0 ton
$37.80
$0.00
22
E &S fabric, EC -2,3
1750 ft L 4 ft W
0.0 sy
$12.60
$0.00
23
clear and grub (for wooded sites)
235.0 ft L 30.0 ft W
0.0 acre
$12,600.00
$0.00
24
grading (per cy for cut or import only)
600.0 cy fill 500.0 cy cut
0.0 cy
$3.78
$0.00
24
CBR tests (1 every 0.1 mi. per road)
235.0 ft L 0.47 inc of 500'
0
$189.00
$0.00
25
as -built drawings (1 k +price per 0.1 mi.)
235.0 ft 0.0445 mi.
0
$1,260.00
$0.00
26
survey and layout (price per 0.1 mi.)
235.0 ft L 0.0445 mi.
0
$630.00
$0.00
27
mobilization
0
$630.00
$0.00
28
VDOT surety (per 1/10 lane- mile)*
0.0 ft L 0 1/10 mi.
0 Lanes
$3,000.00
$0.00
29
VDOT inspection fee (per 1/10 mile)*
0.0 ft L 0 1/10 mi. $500 +$125 *1/10 centerline mill
$125.00
$0.00
30
VDOT admin. cost recovery fee(per center lane 1
0.0 ft L 0 1/10 mi. $500 +$250 *1/10 centerline mils
$250.00
$0.00
cost sum
$13,720.64
project management
15%
$2,056.10
subtotal
$15,778.73
contigency
10%
$1,577.87
Total 1 $17,400
3/3/2010
Development Name Old Trail Village Block 3, Phase B SUB200900161, SDP200900093
ROAD Construction Bond Estimate (roads, site work, storm sewer)
Updated 11120109 with changes to VDOT fees
Road Name Mornington Lane (alley) 12 +35 to 13 +17 Road Length 82.0 ft
Item
Item
No. Unit
Unit Cost
Cost
Number
installed
1
aggregate base 8.0 in d
82.0 ft L 20.0 ft W
40.5 cy
$43.09
$1,744.96
2
blotted or prime &double seal
0.0 ft L 0.0 ft W
0.0 sy
$7.56
$0.00
3
asphalt base 0.0 in d
82.0 ft L 20.0 ft W
0.0 tons
$88.20
$0.00
4
asphalt surface 2.0 in d
82.0 ft L 20.0 ft W
15.3 tons
$98.28
$1,504.34
6
curb CG -2
0.0 ft
$10.08
$0.00
7
curb CG -6
0.0 ft
$16.59
$0.00
8
sidewalk, asphalt 0.0 in d
82.0 ft L 4.0 ft W
0.0 tons
$88.20
$0.00
9
sidewalk, concrete 4' width
0.0 ft
$13.99
$0.00
sidewalk, concrete 8' width (along Old Trail Drive)
0.0
$25.00
$0.00
10
ramp CG -12
0
$378.00
$0.00
11
street name sign
1
$78.00
$78.00
12
traffic control sign
1
$59.22
$59.22
13
guardrail (or rebuild wall in right -of -way)
2 ES @ $3700
0.0 ft
$20.16
$0.00
14
manhole or drop inlet
1
$1,638.00
$1,638.00
16
pipe, rcp (15 to 48 ") 15.0 in d
0 ES -1,2 $250 0 EC -1 $200
90.0 ft
$27.72
$2,494.80
17
pipe, rcp (54 to 72 ") 54.0 in d
0 ES -1,2 $250 0 EC -1 $200
0.0 ft
$189.00
$0.00
18
pipe, pvc (4 to 10 ") 8.0 in d
0.0 ft
$7.56
$0.00
19
pipe, cmp (15 to 48 ") 15.0 in d
2 ES -1,2 $250 1 EC -1 $200
0.0 ft
$27.72
$0.00
20
pipe, cmp (54 to 72 ") 60.0 in d
0 ES -1,2 $250 0 EC -1 $200
0.0 ft
$175.20
$0.00
21
rip -rap, placed
0.0 ton
$37.80
$0.00
22
E &S fabric, EC -2,3
1750 ft L 4 ft W
0.0 sy
$12.60
$0.00
23
clear and grub (for wooded sites)
82.0 ft L 30.0 ft W
0.0 acre
$12,600.00
$0.00
24
grading (per cy for cut or import only)
600.0 cy fill 500.0 cy cut
0.0 cy
$3.78
$0.00
24
CBR tests (1 every 0.1 mi. per road)
82.0 ft L 0.164 inc of 500'
0
$189.00
$0.00
25
as -built drawings (1 k +price per 0.1 mi.)
82.0 ft 0.0155 mi.
0
$1,260.00
$0.00
26
survey and layout (price per 0.1 mi.)
82.0 ft L 0.0155 mi.
0
$630.00
$0.00
27
mobilization
0
$630.00
$0.00
28
VDOT surety (per 1/10 lane- mile)*
0.0 ft L 0 1/10 mi.
0 Lanes
$3,000.00
$0.00
29
VDOT inspection fee (per 1/10 mile)*
0.0 ft L 0 1/10 mi. $500 +$125 *1/10
centerline mill
$125.00
$0.00
30
VDOT admin. cost recovery fee(per center lane 1
0.0 ft L 0 1/10 mi. $500 +$250 *1/10
centerline mils
$250.00
$0.00
cost sum
$7,519.32
project
management
15%
$1,127.90
subtotal
$8,647.22
contigency
10%
$864.72
Total $9,600
3/3/2010
Development Name Old Trail Village Block 3, Phase B SUB200900161, SDP200900093
ROAD Construction Bond Estimate (roads, site work, storm sewer)
Updated 11120109 with changes to VDOT fees
Road Name Mornington Court (alley) 10 +00 to 12 +18 Road Length 218.0 ft
Item
Item
No. Unit
Unit Cost
Cost
Number
installed
1
aggregate base 8.0 in d
218.0 ft L 18.0 ft W
96.9 cy
$43.09
$4,175.14
2
blotted or prime &double seal
0.0 ft L 0.0 ft W
0.0 sy
$7.56
$0.00
3
asphalt base 0.0 in d
218.0 ft L 3.0 ft W
0.0 tons
$88.20
$0.00
4
asphalt surface 2.0 in d
218.0 ft L 3.0 ft W
6.1 tons
$98.28
$599.90
6
curb CG -2
0.0 ft
$10.08
$0.00
7
curb CG -6
0.0 ft
$16.59
$0.00
8
sidewalk, asphalt 0.0 in d
218.0 ft L 4.0 ft W
0.0 tons
$88.20
$0.00
9
sidewalk, concrete 4' width
0.0 ft
$13.99
$0.00
sidewalk, concrete 8' width (along Old Trail Drive)
0.0
$25.00
$0.00
10
ramp CG -12
0
$378.00
$0.00
11
street name sign
1
$78.00
$78.00
12
traffic control sign
0
$59.22
$0.00
13
guardrail (or rebuild wall in right -of -way)
2 ES @ $3700
0.0 ft
$20.16
$0.00
14
manhole or drop inlet
3
$1,638.00
$4,914.00
16
pipe, rcp (15 to 48 ") 15.0 in d
0 ES -1,2 $250 0 EC -1 $200
140.0 ft
$27.72
$3,880.80
17
pipe, rcp (54 to 72 ") 54.0 in d
0 ES -1,2 $250 0 EC -1 $200
0.0 ft
$189.00
$0.00
18
pipe, pvc (4 to 10 ") 8.0 in d
0.0 ft
$7.56
$0.00
19
pipe, cmp (15 to 48 ") 15.0 in d
2 ES -1,2 $250 1 EC -1 $200
0.0 ft
$27.72
$0.00
20
pipe, cmp (54 to 72 ") 60.0 in d
0 ES -1,2 $250 0 EC -1 $200
0.0 ft
$175.20
$0.00
21
rip -rap, placed
0.0 ton
$37.80
$0.00
22
E &S fabric, EC -2,3
1750 ft L 4 ft W
0.0 sy
$12.60
$0.00
23
clear and grub (for wooded sites)
218.0 ft L 30.0 ft W
0.0 acre
$12,600.00
$0.00
24
grading (per cy for cut or import only)
600.0 cy fill 500.0 cy cut
0.0 cy
$3.78
$0.00
24
CBR tests (1 every 0.1 mi. per road)
218.0 ft L 0.436 inc of 500'
0
$189.00
$0.00
25
as -built drawings (1 k +price per 0.1 mi.)
218.0 ft 0.0413 mi.
0
$1,260.00
$0.00
26
survey and layout (price per 0.1 mi.)
218.0 ft L 0.0413 mi.
0
$630.00
$0.00
27
mobilization
0
$630.00
$0.00
28
VDOT surety (per 1/10 lane- mile)*
218.0 ft L 0.4129 1/10 mi.
0 Lanes
$3,000.00
$0.00
29
VDOT inspection fee (per 1/10 mile)*
0.0 ft L 0 1/10 mi. $500 +$125 *1/10 centerline mill
$125.00
$0.00
30
VDOT admin. cost recovery fee(per center lane 1
0.0 ft L 0 1/10 mi. $500 +$250 *1/10 centerline mils
$250.00
$0.00
cost sum
$13,647.84
project management
15%
$2,047.18
subtotal
$15,695.01
contigency
10%
$1,569.50
Total 1 $17,300
3/3/2010