HomeMy WebLinkAboutWPO200800077 Review Comments Bond Estimate 2009-04-09Development Name Glenmore - Phase 2. Section S -5
ROAD Construction Bond Estimate (roads, site work, storm sewer)
Item
Ferndown Lane
No. Unit
Unit Cost
Cost
Number
WP0200800077
installed
Road Nam Ferndown Lane 0 +00 to 15 +35 road length 1539.0 ft
1
aggregate base 8.0 in d
1539.0 ft L 18.0 ft W
684.0 cy
$43.09
$29,474.93
2
blotted or prime &double seal
1539.0 ft L 18.0 ft W
0.0 sy
$7.56
$0.00
3
asphalt base in d
1539.0 ft L 3.0 ft W
0.0 tons
$88.20
$0.00
4
asphalt surface 2.0 in d
1539.0 ft L 18.0 ft W
258.6 tons
$98.28
$25,410.49
6
curb CG -2
3078.0 ft
$10.08
$31,026.24
7
curb CG -6
3078.0 ft
$16.59
$51,076.95
8
sidewalk, asphalt 0.0 in d
1539.0 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
10
ramp CG -12
0
$378.00
$0.00
11
street name sign
1
$78.00
$78.00
12
traffic control sign
2
$59.22
$118.44
13
guardrail (or rebuild wall in right -of -wa
2 ES @ $3700
0.0 ft
$20.16
$0.00
14
manhole or drop inlet
0
$1,638.00
$0.00
16
pipe, rcp (15 to 48 ") 15.0 in d
2 ES -1,2 $250 2 EC -1 $200
100.0 ft
$27.72
$3,672.00
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
0 ft L 4 ft W
0.0 sy
$12.60
$0.00
23
clear and grub (for wooded sites)
1539.0 ft L 30.0 ft W
1.1 acre
$12,600.00
$13,354.96
24
grading (per cy for cut or import only)
600.0 cy fill 500.0 cy cut
600.0 cy
$3.78
$2,268.00
24
CBR tests (1 every 0.1 mi. per road)
1539.0 ft L 3.078 inc of 500'
4
$189.00
$774.90
25
as -built drawings (1k+ price per 0.1 r
1539.0 ft L 0.291 mi.
3
$1,260.00
$3,780.00
26
survey and layout (price per 0.1 mi.)
1539.0 ft L 0.291 mi.
3
$630.00
$1,890.00
27
mobilization
1
$630.00
$630.00
28
VDOT surety (1 lane)
1539.0 ft L 0.291 mi.
0 Lanes
$2,000.00
$0.00
29
VDOT maintenance fee (1 In rd, 1 yr)
1539.0 ft L 0.291 mi.
0 Lanes
$150.00
$0.00
30
VDOT admin. Cost recovery fee(1 Ian
1539.0 ft L 0.291 mi.
0 Lanes
$100.00
$250.00
cost sum
$163,804.90
contigency
25%
$40,951.23
Total 1 $204,800
4/9/2009
Development Name Glenmore - Phase 2. Section S -5
ROAD Construction Bond Estimate (roads, site work, storm sewer)
Item
Road "A"
No. Unit
Unit Cost
Cost
Number
WP0200800077
installed
Road Nam Ferndown Lane 0 +00 to 10 +75 road length 1075.0 ft
1
aggregate base 6.0 in d
1075.0 ft L 18.0 ft W
358.3 cy
$43.09
$15,441.30
2
blotted or prime &double seal
1075.0 ft L 18.0 ft W
0.0 sy
$7.56
$0.00
3
asphalt base in d
1075.0 ft L 3.0 ft W
0.0 tons
$88.20
$0.00
4
asphalt surface 2.0 in d
1075.0 ft L 18.0 ft W
180.6 tons
$98.28
$17,749.37
6
curb CG -2
2150.0 ft
$10.08
$21,672.00
7
curb CG -6
2150.0 ft
$16.59
$35,677.53
8
sidewalk, asphalt 0.0 in d
1075.0 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
10
ramp CG -12
0
$378.00
$0.00
11
street name sign
1
$78.00
$78.00
12
traffic control sign
2
$59.22
$118.44
13
guardrail (or rebuild wall in right -of -wa
2 ES @ $3700
0.0 ft
$20.16
$0.00
14
manhole or drop inlet
0
$1,638.00
$0.00
16
pipe, rcp (15 to 48 ") 15.0 in d
2 ES -1,2 $250 2 EC -1 $200
180.0 ft
$27.72
$5,889.60
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
0 ft L 4 ft W
0.0 sy
$12.60
$0.00
23
clear and grub (for wooded sites)
1075.0 ft L 30.0 ft W
0.7 acre
$12,600.00
$9,328.51
24
grading (per cy for cut or import only)
600.0 cy fill 500.0 cy cut
600.0 cy
$3.78
$2,268.00
24
CBR tests (1 every 0.1 mi. per road)
1075.0 ft L 2.15 inc of 500'
3
$189.00
$604.80
25
as -built drawings (1k+ price per 0.1 r
1075.0 ft L 0.204 mi.
3
$1,260.00
$3,780.00
26
survey and layout (price per 0.1 mi.)
1075.0 ft L 0.204 mi.
3
$630.00
$1,890.00
27
mobilization
1
$630.00
$630.00
28
VDOT surety (1 lane)
1075.0 ft L 0.204 mi.
0 Lanes
$2,000.00
$0.00
29
VDOT maintenance fee (1 In rd, 1 yr)
1075.0 ft L 0.204 mi.
0 Lanes
$150.00
$0.00
30
VDOT admin. Cost recovery fee(1 Ian
1075.0 ft L 0.204 mi.
0 Lanes
$100.00
$250.00
cost sum
$115,377.55
contigency
25%
$28,844.39
Total 1 $144,300
4/9/2009