HomeMy WebLinkAboutWPO200700104 Review Comments Bond Estimate 2008-04-23 (7)Hyland Ridge Phase 1
ROAD Construction Bond Estimate (roads, site work, storm sewer)
Item
Item
No. Unit
Unit Cost
Cost
Number
installed
Fontana Drive 10 +00 to 19 +30 road length 930.0
ft
1
aggregate base 8.0 in d
930.0 ft L 26.0 ft W
597.0 cy
$35.91
$21,439.60
2
blotted or prime &double seal
0.0 ft L 26.0 ft W
0.0 sy
$6.30
$0.00
3
asphalt base 3.0 in d
930.0 ft L 26.0 ft W
338.5 tons
$73.50
$24,881.22
4
asphalt surface 2.0 in d
930.0 ft L 26.0 ft W
225.7 tons
$81.90
$18,483.19
6
curb CG -2
0.0 ft
$8.40
$0.00
7
curb CG -6
1860.0 ft
$13.83
$25,721.01
8
sidewalk, asphalt 0.0 in d
930.0 ft L 4.0 ft W
0.0 tons
$73.50
$0.00
9
sidewalk, concrete 5' width
1860.0 ft
$15.86
$29,490.30
10
ramp CG -12
2
$315.00
$630.00
11
street name sign
1
$65.00
$65.00
12
traffic control sign
4
$49.35
$197.40
13
guardrail (or rebuild wall in right -of -w;
0 ES @ $3700
0.0 ft
$16.80
$0.00
14
manhole or drop inlet
6
$1,365.00
$8,190.00
16
pipe, rcp (15 to 48 ") 15.0 in d
0 ES -1,2 $250
0 EC -1 $200
290.0 ft
$23.10
$6,699.00
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)
1481.0 cy fill 500.0 cy cut
1481.0 cy
$3.15
$6,240.15
24
CBR tests (1 every 0.1 mi. per road)
930.0 ft L 1.86 Inc of 500'
3
$157.50
$456.75
25
as -built drawings (1 k+ price per 0.1 1
930.0 ft L 0.176 mi.
2
$1,050.00
$3,100.00
26
survey and layout (price per 0.1 mi.)
930.0 ft L 0.176 mi.
2
$525.00
$2,050.00
27
mobilization
1
$525.00
$525.00
28
VDOT surety (1 lane)
930.0 ft L 0.176 mi.
2 Lanes
$2,000.00
$7,045.45
29
VDOT maintenance fee (1 In rd, 1 yr)
930.0 ft L 0.176 mi.
2 Lanes
$150.00
$528.41
30
VDOT admin. Cost recovery fee(1 Ian
930.0 ft L 0.176 mi.
2 Lanes
$100.00
$602.27
cost sum
$156,344.76
contigency
25%
$39,086.19
Total 1 $195,500
4/24/2008
Hyland Ridge Phase 1
ROAD Construction Bond Estimate (roads, site work, storm sewer)
Item Item No. Unit Unit Cost Cost
Number installed
Fontana Drive 19 +30 to 25 +50 road length 620.0 ft
$115,592.12
contigency
25% $28,898.03
1
aggregate base 8.0 in d
620.0 ft L 30.0 ft W
459.3 cy
$35.91
$16,492.00
2
blotted or prime &double seal
620.0 ft L 30.0 ft W
0.0 sy
$6.30
$0.00
3
asphalt base 3.0 in d
620.0 ft L 30.0 ft W
260.4 tons
$73.50
$19,139.40
4
asphalt surface 2.0 in d
620.0 ft L 30.0 ft W
173.6 tons
$81.90
$14,217.84
6
curb CG -2
0.0 ft
$8.40
$0.00
7
curb CG -6
1240.0 ft
$13.83
$17,147.34
8
sidewalk, asphalt 0.0 in d
620.0 ft L 4.0 ft W
0.0 tons
$73.50
$0.00
9
sidewalk, concrete 5' width
1240.0 ft
$15.86
$19,666.40
10
ramp CG -12
7
$315.00
$2,205.00
11
street name sign
1
$65.00
$65.00
12
traffic control sign
8
$49.35
$394.80
13
guardrail (or rebuild wall in right -of -w;
0 ES @ $3700
0.0 ft
$16.80
$0.00
14
manhole or drop inlet
11
$1,365.00
$15,015.00
16
pipe, rcp (15 to 48 ") 15.0 in d
0 ES -1,2 $250
0 EC -1 $200
550.0 ft
$23.10
$12,705.00
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)
620.0 ft L 1.24 Inc of 500'
2
$157.50
$362.25
25
as -built drawings (1 k+ price per 0.1 1
620.0 ft L 0.117 mi.
2
$1,050.00
$3,100.00
26
survey and layout (price per 0.1 mi.)
620.0 ft L 0.117 mi.
2
$525.00
$2,050.00
27
mobilization
1
$525.00
$525.00
28
VDOT surety (1 lane)
620.0 ft L 0.117 mi.
2 Lanes
$2,000.00
$4,696.97
29
VDOT maintenance fee (1 In rd, 1 yr)
620.0 ft L 0.117 mi.
2 Lanes
$150.00
$352.27
30
VDOT admin. Cost recovery fee(1 Ian
620.0 ft L 0.117 mi.
2 Lanes
$100.00
$484.85
cost sum
$115,592.12
contigency
25% $28,898.03
Total
8144,500
4/24/2008
Hyland Ridge Phase 1
ROAD Construction Bond Estimate (roads, site work, storm sewer)
Item Item No. Unit Unit Cost Cost
Number installed
Hyland Ridge Subdivision Phase 1
ROAD Construction Bond Estimate (roads, site work, storm sewer)
Item
Item
No. Unit
Unit Cost
Cost
Number
installed
Hyland Creek
Circle 10 +00 to 23 +39.2' road length 1339.2 ft
1
aggregate base 6.0 in d
1339.2 ft L 28.0 ft W
694.4 cy
$35.91
$24,936.65
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
1339.2 ft L 28.0 ft W
525.0 tons
$73.50
$38,586.18
4
asphalt surface 1.5 in d
1339.2 ft L 28.0 ft W
262.5 tons
$81.90
$21,498.02
6
curb CG -2
2678.5 ft
$8.40
$22,499.23
7
curb CG -6
2678.5 ft
$13.83
$37,039.36
8
sidewalk, asphalt 0.0 in d
1339.2 ft L 4.0 ft W
0.0 tons
$73.50
$0.00
9
sidewalk, concrete 4' width
2678.5 ft
$15.86
$42,481.01
10
ramp CG -12
0
$315.00
$0.00
11
street name sign
2
$65.00
$130.00
12
traffic control sign
4
$49.35
$197.40
13
guardrail (or rebuild wall in right -of -w�
0 ES @ $3700
0.0 ft
$16.80
$0.00
14
manhole or drop inlet
16
$1,365.00
$21,840.00
16
pipe, rep If to 48 ") 15.0 in d
0 ES -1,2 $250 0 EC -1 $200
1250.0 ft
$23.10
$28,875.00
17
pipe, rep (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 If 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 o ft W
0.0 sy
$10.50
$0.00
23
clear and grub (for wooded sites)
0.0 ft L 0.0 ft W
0.0 acre
$10,500.00
$0.00
24
grading (per cy for out 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)
1339.2 ft L 2.678 inc of 500'
4
$157.50
$582.75
25
as -built drawings If k+ price per 0.1 1
1339.2 ft L 0.254 mi.
3
$1,050.00
$4,150.00
26
survey and layout (price per 0.1 mi.)
1339.2 ft L 0.254 mi.
3
$525.00
$2,575.00
27
mobilization
1
$525.00
$525.00
28
VDOT surety (1 lane)
1339.2 ft L 0.254 mi.
2 Lanes
$2,000.00
$10,145.76
29
VDOT maintenance fee (1 In rd, 1 yr)
1339.2 ft L 0.254 mi.
2 Lanes
$150.00
$760.93
30
VDOT admin. Cost recovery fee(1 Ian
1339.2 ft L 0.254 mi.
2 Lanes
$100.00
$757.29
cost sum
$261,044.58
contigency
25%
$65,261_14
Total 1 $326,400
4/24/2008