HomeMy WebLinkAboutSUB201400120 Bond Estimates Bond Estimate 2014-10-213
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Subdivision Name - Briarwood Commercial Lots, Road Plan
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer, entrance corridor /road -site mitigation plantings + retaining walls)
Plan # SUB201400066
Item
Road Name, Briarwood Drive, widening - public RW; Boulderview Road (pvt.)
Briarwood Dr.
station 5 +00 to 3 +00
Cost
road length 250.0 ft
6lane
aggregate base
8.0 in d
250.0 ft L 38.0 ft W
% compete
blotted or prime &double seal
443.3 ton
250.0 ft L 0.0 ft W
6lane a 12' w lane
asphalt base
5.5 in d
250.0 ft L 38.0 ft W
- Er, 34'W
asphalt surface
2.5 in d
250.0 ft L 38.0 ft W
Briarwood Dr.
station 3 +00 to 4 +00
$27,068.24
road length 100.0 ft
Slane a 12' w lane
aggregate base
8.0 in d
100.0 ft L 26.0 ft W
0%
blotted or prime &double seal
121.3 ton
100.0 ft L 0.0 ft W
Slane a 12' w lane
asphalt base
5.5 in d
100.0 ft L 26.0 ft W
- Ex, 34'W
asphalt surface
2.5 in d
100.0 ft L 26.0 ft W
U.S. 29
paved shoulder, S of Briarwood Dr.
$7,408.15
road length 355.0 ft
(paved shoulder)
aggregate base
6.0 in d
355.0 ft L 6.0 ft W
0%
blotted or prime &double seal
74.6 ton
355.0 ft L 0.0 ft W
$1,863.75
asphalt base
0.0 in d
355.0 ft L 6.0 ft W
$10.00
asphalt surface
2.0 in d
355.0 ft L 6.0 ft W
U.S. 29
NA -200'S of Briarwood Drive
$0.00
road length 200.0 ft
(taper to turn lane)
aggregate base
6.0 in d
200.0 ft L 6.0 ft W, AVE
0%
blotted or prime &double seal
42.0 ton
200.0 ft L 0.0 ft W, AVE
width =Ave
asphalt base
6.0 in d
200.0 ft L 6.0 ft W, AVE
$10.00
asphalt surface
2.0 in d
200.0 ft L 6.0 ft W, AVE
U.S. 29
NA -200'S of Briarwood Drive
$3,729.98
road length 200.0 ft
(turn ]me)
aggregate base
6.0 in d
200.0 ft L 12.0 ft W
0%
blotted or prime &double seal
84.0 ton
200.0 ft L 0.0 ft W
-onto Boulderview
asphalt base
6.0 in d
200.0 ft L 12.0 ft W
$10.00
asphalt surface
2.0 in d
200.0 ft L 12.0 ft W
Elm Tree court
station 10 +00 to 11 +75
$7,459.96
road length 175.0 ft
$7,459.96
aggregate base
8.0 in d
175.0 ft L 24.0 ft W
0%
blotted or prime &double seal
196.0 ton
175.0 ft L 0.0 ft W
$4,900.00
asphalt base
5.0 in d
175.0 ft L 24.0 ft W
$10.00
asphalt surface
2.0 in d
175.0 ft L 24.0 ft W
Elm Tree court
NA - 46'R, temp turnaround
$10,879.10
road length 6648.0 ft
temp turnaround
aggregate base
8.0 in d
6648.0 ft L 1.0 ft W
0%
blotted or prime &double seal
310.2 ton
6648.0 ft L 1.0 ftW soon
46'R; L =6648,
asphalt base
5.0 in d
6648.0 ft L 1.0 ftW ICollins, 10110115
= Equivalent Area
asphalt surface
2.0 in d
6648.0 ft L 1.0 ft W
Boulderview Dr./
sta. 10 +00 -12 +72.98 (Drive); 16 +11.84
-25 +01.47 (Road) road length 1162.6 ft
Boulderview Rd.
aggregate base
8.0 in d
1162.6 ft L 24.0 ft W
$7,438.55
blotted or prime &double seal
$7,438.55
1162.6 ft L 0.0 ft W
$25.00
asphalt base
5.0 in d
1162.6 ft L 24.0 ft W
0.0 sy
asphalt surface
2.0 in d
1162.6 ft L 24.0 ft W
$0.00
curb CG -2
$84.58
$72,275.16
0%
curb CG -6
341.8 tons
$91.34
$31,220.68
sidewalk, concrete (6)
$31,220.68
615.0 ft
$13.00
ramp CG -12
0%
$7,995.00
3210.0 ft
street name sign
$48,150.00
0%
No. Unit
Unit Cost
Cost
installed
% compete
cost remaining
443.3 ton
$25.00
$11,083.33
0%
$11,083.33
0.0 sy
$10.00
$0.00
0%
$0.00
320.0 tons
$84.58
$27,068.24
0%
$27,068.24
145.5 tons
$91.34
$13,287.12
0%
$13,287.12
121.3 ton
$25.00
$3,033.33
0%
$3,033.33
0.0 sy
$10.00
$0.00
0%
$0.00
87.6 tons
$84.58
$7,408.15
0%
$7,408.15
39.8 tons
$91.34
$3,636.47
0%
$3,636.47
74.6 ton
$25.00
$1,863.75
0%
$1,863.75
0.0 sy
$10.00
$0.00
0%
$0.00
0.0 tons
$84.58
$0.00
0%
$0.00
26.1 tons
$91.34
$2,383.29
0%
$2,383.29
42.0 ton
$25.00
$1,050.00
0%
$1,050.00
0.0 sy
$10.00
$0.00
0%
$0.00
44.1 tons
$84.58
$3,729.98
0%
$3,729.98
14.7 tons
$91.34
$1,342.70
0%
$1,342.70
84.0 ton
$25.00
$2,100.00
0%
$2,100.00
0.0 sy
$10.00
$0.00
0%
$0.00
88.2 tons
$84.58
$7,459.96
0%
$7,459.96
29.4 tons
$91.34
$2,685.40
0%
$2,685.40
196.0 ton
$25.00
$4,900.00
0%
$4,900.00
0.0 sy
$10.00
$0.00
0%
$0.00
128.6 tons
$84.58
$10,879.10
0%
$10,879.10
51.5 tons
$91.34
$4,699.44
0%
$4,699.44
310.2 ton
$25.00
$7,756.00
0%
$7,756.00
738.7 sy
$10.00
$7,386.67
0%
$7,386.67
203.6 tons
$84.58
$17,220.07
0%
$17,220.07
81.4 tons
$91.34
$7,438.55
0%
$7,438.55
1302.1 ton
$25.00
$32,553.08
0%
$32,553.08
0.0 sy
$10.00
$0.00
0%
$0.00
854.5 tons
$84.58
$72,275.16
0%
$72,275.16
341.8 tons
$91.34
$31,220.68
0%
$31,220.68
615.0 ft
$13.00
$7,995.00
0%
$7,995.00
3210.0 ft
$15.00
$48,150.00
0%
$48,150.00
2920.0 ft
$17.00
$49,640.00
0%
$49,640.00
loft
$350.00
$3,500.00
0%
$3,500.00
3 each
$200.00
$600.00
0%
$600.00
C:\ Users \janderson2 \Documents \PROJ comments \bonds \briarwood road- sub20l400066- 102014ADJUST.xlsx 10/21/2014
1 Subdivision Name - Briarwood Commercial Lots, Road Plan
2 Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer, entrance corridor /road -site mitigation plantings + retaining walls)
3 Plan # SUB201400066
4
5
Item
No. Unit
Unit Cost
Cost
6
installed
% compete cost remaining
7 Road Name, Briarwood
Drive, widening - public RW; Boulderview
Road
(pvt.)
53
traffic control sign
3 each
$200.00
$600.00
0%
$600.00
54 Pavemen stop bar (16', 24')
40 ft
40 ft
$16.00
$640.00
0%
$640.00
55 Miscel.
tubular delineators, Briarwood Drive
8 Each
8 each
$100.00
$800.00
0%
$800.00
56
el - single / pavement marking, Arrow
18 Each
18 each
$330.00
$5,940.00
0%
$5,940.00
57 Briarwood Rd
Street Landscape -trees
49 Each
49 each
$150.00
$7,350.00
0%
$7,350.00
58 Boulderview Rd
Street Landscape -trees
15 Each
15 each
$150.00
$2,250.00
0%
$2,250.00
59 Boulderview Dr
Street Landscape -trees
7 Each
7 each
$150.00
$1,050.00
0%
$1,050.00
60 Outfall Area
Entr. Corridor Landscape -trees
9 Each
9 each
$150.00
$1,350.00
0%
$1,350.00
61 SWM basin
Entr. Corridor Landscape -trees
11 Each
11 each
$150.00
$1,650.00
0%
$1,650.00
62 ref. SDP2013 -35
Mitigation Area Landscaping -trees
165 Each
165 each
$150.00
$24,750.00
0%
$24,750.00
63 Briarwood Rd
Street Landscape - shrubs & grasses (VDOT bid tab- 20'
122 Each
122 each
$29.52
$3,601.44
0%
$3,601.44
64 Boulderview Rd
Street Landscape - shrubs & grasses
0 Each
0 each
$29.52
$0.00
0%
$0.00
65 Boulderview Dr
Street Landscape - shrubs & grasses
0 Each
0 each
$29.52
$0.00
0%
$0.00
66 Outfall Area
Street Landscape - shrubs & grasses
54 Each
54 each
$29.52
$1,594.08
0%
$1,594.08
67 SWM basin
Street Landscape - shrubs & grasses
124 Each
124 each
$29.52
$3,660.48
0%
$3,660.48
68 ref. SDP2013 -35
Mitigation Area Landscaping - shrubs & grasses
90 Each
90 each
$29.52
$2,656.80
0%
$2,656.80
69
guardrail - Future, Rte. 29 Median - Present, only relocation
0 ES @
3000
0.0 ft
$17.00
$0.00
0%
$0.00
70
drop inlet or grate
26 each
$3,500.00
$91,000.00
0%
$91,000.00
71
standard manhole frame top (not inlet)
3 each
$500.00
$1,500.00
0%
$1,500.00
72
manhole structure (per ft. rise)
30 ft
$450.00
$13,500.00
0%
$13,500.00
73
pipe, rep, cmp (15 to 48 ") 15.0 in d
0 ES -1,2
0 ECA
1460.0 ft
$35.00
$51,100.00
0%
$51,100.00
74
pipe, rep, cmp (15 to 48 ") 18.0 in d
1 ES -1,2
0 ECA
350.0 ft
$40.00
$14,500.00
0%
$14,500.00
75
pipe, rep, cmp (15 to 48 ") 24.0 in d
1 ES -1,2
1 ECA
90.0 ft
$50.00
$5,500.00
0%
$5,500.00
76
rip -rap, placed 1.0 ft d
24.0 ft L
6.0 ft W
10.8 ton
$60.00
$648.00
0%
$648.00
77
matting, EC -2 or 3
24.0 ft L
6.0 ft W
144.0 sy
$2.00
$288.00
0%
$288.00
78
clear and grub (for wooded sites)
0.0 ft L
0.0 ft W
0.0 acre
$24,000.00
$0.00
0%
$0.00
79
cut grading
Scott
2277.7cy
$4.00
$9,110.80
0%
$9,110.80
80
fill grading
Collins, 10110115
2722.3 cy
$9.00
$24,500.61
0%
$24,500.61
81 Wall 1
retaining wall -block
Allied Concrete, 10/10/14; IA
1050.0 sf /block
$5.00
$5,250.00
0%
$5,250.00
82 Wall 2
retaining wall -block
Charlottesville, VA
1086.0 sf /block
$5.00
$5,430.00
0%
$5,430.00
83 Wall 3
retaining wall -block
2600.0 sf /block
$5.00
$13,000.00
0%
$13,000.00
84 All walls
geogrid -tel. Allied, 10/10/14
4000.0 Isum
$4,000.00
0%
$4,000.00
85 All walls
Installation = Material $ - estimate
27680.0 Isum
$27,680.00
0%
$27,680.00
86
as -built drawings (1 k + price per 0.1 mi.)
2087.6 ft L
0.39538 mi.
4 Isum
$2,000.00
$9,000.00
0%
$9,000.00
87
survey and layout (price per 0.1 mi.)
2087.6 ft L
0.39538 mi.
4 Isum
$2,000.00
$9,000.00
0%
$9,000.00
88
mobilization
2087.6
1 Isum
$500.00
$500.00
0%
$500.00
89
materials testing
2087.6 ft L
4.17522 inc of 500'
5 each
$200.00
$1,040.00
0%
$1,040.00
90
compaction testing
2087.6 ft L
4.17522 inc of 500'
5 each
$200.00
$1,040.00
0%
$1,040.00
91
CBR tests (1 every 0.1 mi. per road)
2087.6 ft L
4.17522 inc of 500'
5 each
$200.00
$1,040.00
0%
$1,040.00
92
stone depth inspections
2087.6 ft L
4.17522 inc of 500'
5 each
$200.00
$1,040.00
0%
$1,040.00
93
pavement inspections
2087.6 ft L
4.17522 inc of 500'
5 each
$200.00
$1,040.00
0%
$1,040.00
94
pipe and drainage video inspections
1900 ft
$2.00
$3,800.00
0%
$3,800.00
95
VDOT surety (1 lane)
750.0 ft L
0.14205 mi.
2 Lanes
$2,000.00
$5,681.82
0%
$5,681.82
96
VDOT maintenance fee (1 In rd, 1 yr)
750.0 ft L
0.14205 mi.
2 Lanes
$150.00
$426.14
0%
$426.14
97
VDOT admin. Cost recovery fee(1 lane)
750.0 ft L
0.14205 mi.
2 Lanes
$100.00
$534.09
0%
$534.09
C:\ Users \janderson2 \Documents \PROJ comments \bonds \briarwood road- sub20l400066- 102014ADJUST.xlsx 10/21/2014
1 Subdivision Name - Briarwood Commercial Lots, Road Plan
2 Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer, entrance corridor /road -site mitigation plantings + retaining walls)
3 Plan # SUB201400066
4
5 Item
No. Unit Unit Cost
Cost
6
installed
% compete cost remaining
7 Road Name, Briarwood Drive, widening - public RW; Boulderview Road (pvt.)
96
99
cost sum
$753,387.72
$753,387.72
100 prior to VDOT bid tab / Allowance (100, 101) adjustments, and prior to incidentals (54 -56): was $1,036,940
proj mgmt ref §14- 435.C.
$37,669.39
$37,669.39
101
contingency ref §14- 435.C.
$37,669.39
$37,669.39
102
103
Total
$828,730
$828,730
ja - 10/10/14; rev 10/20/14
C:\ Users \janderson2 \Documents \PROJ comments \bonds \briarwood road- sub20l400066- 102014ADJUST.xlsx 10/21/2014