HomeMy WebLinkAboutWPO200800106 Review Comments Bond Estimate 2009-04-15Development Name Old Trail Phase 2, Block 4 Roads W P0200800106
ROAD Construction Bond Estimate (roads, site work, storm sewer)
Item
$107,722.24
contigency
25% $26,930.56
No. Unit
Unit Cost
Cost
Number
Phase "A"
120.6 cy
$43.09
$5,194.74
installed
seal
Golf Drive (Reas Creek Drive; 11 +15 to 14 +52.2 road length 337.2
ft
0.0 sy
$7.56
$0.00
1
aggregate base 9.0 in d
337.2 ft L 26.0 ft W
243.5 cy
$43.09
$10,493.85
2
blotted or prime &double seal
0.0 ft L 18.0 ft W
0.0 sy
$7.56
$0.00
3
asphalt base 4.0 in d
337.2 ft L 26.0 ft W
163.7 tons
$88.20
$14,434.32
4
asphalt surface 2.0 in d
337.2 ft L 26.0 ft W
81.8 tons
$98.28
$8,041.98
6
curb CG -2
0.0 ft L 0.0 ft W
0.0 ft
$10.08
$0.00
7
curb CG -6
434.0 ft
674.4 ft
$16.59
$11,188.30
8
sidewalk, asphalt 0.0 in d
0.0 ft L 0.0 ft W
4
0.0 tons
$88.20
$0.00
9
sidewalk, concrete 8' width
1
674.4 ft
$27.98
$18,869.71
10
ramp CG -12
2
4
$378.00
$1,512.00
11
street name sign
1
2
$78.00
$156.00
12
traffic control sign
0.0 ft
$20.16
6
$59.22
$355.32
13
Street Trees
2
$1,638.00
10
$250.00
$2,500.00
14
guardrail (or rebuild wall in right -of -w
0 ES @D$3700
0.0 ft
$20.16
$0.00
15
manhole or drop inlet
0.0 ft
$189.00
9
$1,638.00
$14,742.00
16
pipe, rcp (15 to 48 ") 0.0 in d
0 ES -1,2 $250
0 EC -1 $200
480.0 ft
$27.72
$13,305.60
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
$175.20
0.0 ft
$7.56
$0.00
19
pipe, cmp (15 to 48 ") 15.0 in d
0 ES -1,2 $250
0 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
0 ft L 0 ft W
0.0 sy
$12.60
$0.00
23
clear and grub (for wooded sites)
0.0 ft L 0.0 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
600.0 cy
$3.78
$4,158.00
24
CBR tests (1 every 0.1 mi. per road)
337.2 ft L 0.674 inc of 500'
2
$189.00
$321.30
25
as -built drawings (1 k + price per 0.1
337.2 ft L 0.064 mi.
1
$1,260.00
$2,260.00
26
survey and layout (price per 0.1 mi.)
337.2 ft L 0.064 mi.
1
$630.00
$1,630.00
27
mobilization
1
$630.00
$630.00
28
VDOT surety (1 lane)
337.2 ft L 0.064 mi.
2 Lanes
$2,000.00
$2,554.55
29
VDOT maintenance fee (1 In rd, 1 yr)
337.2 ft L 0.064 mi.
2 Lanes
$150.00
$191.59
30
VDOT admin. Cost recovery fee(1 Iar
337.2 ft L 0.064 mi.
2 Lanes
$100.00
$377.73
cost sum
$107,722.24
contigency
25% $26,930.56
Total
$134,660
Claremont Lane
24 +23 to 26 +40 road length 217.0 ft
1 aggregate base
6.0 in d
217.0 ft L 30.0 ft W
120.6 cy
$43.09
$5,194.74
2 blotted or prime &double
seal
0.0 ft L 18.0 ft W
0.0 sy
$7.56
$0.00
3 asphalt base
3.0 in d
217.0 ft L 30.0 ft W
91.1 tons
$88.20
$8,038.55
4 asphalt surface
2.0 in d
217.0 ft L 30.0 ft W
60.8 tons
$98.28
$5,971.49
6 curb CG -2
0.0 ft
$10.08
$0.00
7 curb CG -6
434.0 ft
$16.59
$7,200.06
8 sidewalk, asphalt
0.0 in d
0.0 ft L 0.0 ft W
0.0 tons
$88.20
$0.00
9 sidewalk, concrete 5' width
434.0 ft
$15.00
$6,510.00
10 ramp CG -12
4
$378.00
$1,512.00
11 street name sign
1
$78.00
$78.00
12 traffic control sign
2
$59.22
$118.44
13 Street Trees
1
$250.00
$250.00
14 guardrail (or rebuild wall in right -of -w
0 ES @D$3700
0.0 ft
$20.16
$0.00
15 manhole or drop inlet
2
$1,638.00
$3,276.00
16 pipe, rcp (15 to 48 ")
0.0 in d
0 ES -1,2 $250
0 EC -1 $200
200.0 ft
$27.72
$5,544.00
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
0 ES -1,2 $250
0 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
0 ft L 0 ft W
0.0 sy
$12.60
$0.00
4/23/2009
Development Name Old Trail Phase 2, Block 4 Roads W P0200800106
ROAD Construction Bond Estimate (roads, site work, storm sewer)
Item
$54,754.21
contigency
25% $13,688.55
No. Unit
Unit Cost
Cost
Number
Phase "A"
installed
23
clear and grub (for wooded sites)
0.0 ft L
0.0 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
600.0 cy
$3.78
$4,158.00
24
CBR tests (1 every 0.1 mi. per road)
217.0 ft L
0.434 inc of 500'
2
$189.00
$283.50
25
as -built drawings (1 k + price per 0.1
217.0 ft L
0.041 mi.
1
$1,260.00
$2,260.00
26
survey and layout (price per 0.1 mi.)
217.0 ft L
0.041 mi.
1
$630.00
$1,630.00
27
mobilization
1
$630.00
$630.00
28
VDOT surety (1 lane)
217.0 ft L
0.041 mi.
2 Lanes
$2,000.00
$1,643.94
29
VDOT maintenance fee (1 In rd, 1 yr)
217.0 ft L
0.041 mi.
2 Lanes
$150.00
$123.30
30
VDOT admin. Cost recovery fee(1 Iar
217.0 ft L
0.041 mi.
2 Lanes
$100.00
$332.20
cost sum
$54,754.21
contigency
25% $13,688.55
Total
$68,450
4/23/2009