HomeMy WebLinkAboutSUB201700140 Bond Reduction 2019-09-13COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902-4596
Phone 434 29G-51332 Fax 434 972-4126
Bond Reduction Request
Date: September 13, 2019
March Mountain Properties, LLC
1005 Heathercroft Circle, Suite 100
Crozet, VA 22932
Re: Bond reduction request for SUB201700140
Block 22
Dear Mr. Brockman:
We received your bond inspection request for Block 22. This bond is currently valued at $803,350. The
bond can be reduced to $290,210 based on the attached inspection and reduced bond estimate.
Let us know if you have any questions.
Thanks,
Emily Cox, PE
Civil Engineer II
(434) 296-58332 Ext. 3565
County of Albemarle
Department of Community Development
401 McIntire Rd
Charlottesville, VA 22902
ALgE
�rRCll31A
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road
Charlottesville, Virginia 22902
Road Bond Inspection
Bond Title: Old Trail Village Block 22 Road & Utility Plan
File Number: SUB201700140
Date of inspection: 9/10/18 Original Bond Amount: $803,350
Reviewer: Emily Cox Current Bond Amount: $803,350
Phone: (434) 296-5832 Updated Bond Amount: $290,210
Your bond inspection request has been processed. This list contains an update on the items received and
approved.
Received
Approved
Y
N
Y
N
N/A VDOT
■
❑
Completed inspection request and fee
■
❑
❑
❑
❑
■
As -built plan, updated, sealed to current date, per As -built policy
❑
■
❑
❑
❑
■
Copies of recorded plats for right-of-way, easements
❑
■
❑
❑
❑
■
VDOT approval AM-4.3, or partial completion via punchlist
❑
❑
■
❑
❑
■
Letter from P.E. certifying improvements are built to plan
❑
■
❑
❑
❑
■
Current certification form completed by owner/developer
❑
■
❑
❑
❑
■
CBR test reports for each road
❑
■
❑
❑
■
❑
Stone depth and material inspection reports (or core tests)
❑
■
❑
❑
■
❑
Pavement depth and material inspection reports (or core tests)
❑
■
❑
❑
■
❑
Compaction test reports for fill areas under road
❑
■
❑
❑
■
❑
Pipe trench inspection reports
❑
■
❑
❑
■
❑
Pipe interior inspections reports and video
❑
■
❑
❑
■
❑
Concrete test reports for structural concrete, curbing, aprons, etc.
■
❑
❑
❑
❑
■
Structural inspection reports for any bridges or box culverts
❑
❑
■
❑
❑
■
County road name signs and posts, or a sign agreement for alt. posts ❑
■
❑
Please refer to on-line content at http://www.albemarle.org/deptforms.asp?department=cdengmTo for checklists
and procedures.
Notes:
l . It is hard to find the video on the pipe video CD. Please make the folder/location clear.
2. Ensure all pipes are cleaned out prior to final acceptance. Inlet protection was missing or improperly
installed in several locations. It was clear that there was sediment in some pipes.
3. Ensure all landscaping is installed.
4. Surface asphalt must be installed.
5. These are all private roads. VDOT approval not necessary.
Project Name: Old Trail Village Block 22 Road & Utility Plan
9/13/2019
Road and Infrastructure Construction Bond Estimate
(roads, site work, storm sewer)
Plan # SUB201700140
TM P: 055 EO-01-22-00000
Date Estimate Complete: 09/12/18
Reduction: 9/13/19
Item
No. Unit
Unit Cost
Cost
installed
% compete cost remaining
Addle Hill Road
Begin station 10+00.00
End station 11+05.00
road length 105.0 ft
aggregate base 6.0 in d
105.0 ft L 20.0 ft W
73.5 ton
$35.00
$2,572.50
80%
$514.50
blotted or prime&double seal
105.0 ft L 20.0 ft W
233.3 sy
$10.00
$2,333.33
80%
$466.67
asphalt base 3.0 in d
105.0 ft L 20.0 ft W
38.6 tons
$120.00
$4,630.50
80%
$926.10
asphalt surface 1.5 in d
105.0 ft L 20.0 ft W
I
19.3 tons
$140.00
$2,701.13
0%
$2,701.13
curb CG-2
0.aft
$16.00
$0.00
80%
$0.00
curb CG-6
210.0 ft
$19.00
$3,990.00
80%
$798.00
underdrain, UD-4
0.0 ft
$6.00
$0.00
0%
$0.00
sidewalk, concrete (6)
180.0 ft
$25.00
$4,500.00
80%
$900.00
ramp CG-12
28 ft
$350.00
$9,800.00
0%
$9,800.00
street name sign
4 each
$200.00
$800.00
80%
$160.00
traffic control sign
0 each
$200.00
$0.00
0%
$0.00
Street Landscape
Each
WES@
14 each
$150.00
$2,100.00
0%
$2,100.00
guardrail
3000
0.0 ft
$17.00
$0.00
0%
$0.00
drop inlet or grate
0 each
$3,500.00
$0.00
0%
$0.00
standard manhole frame top (not inlet)
0 each
$500.00
$0.00
0%
$0.00
manhole structure (per ft. rise)
6 ft
$450.00
$2,700.00
80%
$540.00
pipe, rcp, cmp (12") 12.0 in d
0 ES-1,1 EC-0
0.0 ft
$25.00
$0.00
0%
$0.00
pipe, rcp, cmp (15 to 48") 15.0 in d
0 ES-1,2 EC-1
0.0 ft
$35.00
$0.00
0%
$0.00
pipe, rcp, cmp (15 to 48") 18.0 in d
0 ES-1,2 EC-1
0.0 ft
$40.00
$0.00
0%
$0.00
pipe, rcp, cmp (60 to 108") 96.0 in d
0 ES-1,2 EC-1
0.0 ft
$320.00
$0.00
0%
$0.00
rip -rap, placed A"ft d
.0 ftL ft W
0.0 ton
$60.00
$0.00
0%
$0.00
matting, EC-2 or 3
.0 ft L 0.0 ft W
0.0 sy
$2.00
$0.00
0%
$0.00
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
cut grading
cy
Mcy
$6.00
$1,380.00
80%
$276.00
fill grading
$12.00
$0.00
0%
$0.00
as -built drawings (1 k + price per 0.1 mi.)
105.0 ft L 0.01989 mi.
1 Isum
$2,000.00
$3,000.00
0%
$3,000.00
survey and layout (price per 0.1 mi.)
105.0 ftL 0.01989 mi.
1 Isum
$2,000.00
$3,000.00
80%
$600.00
mobilization
-Isum
$5,000.00
$5,000.00
0%
$5,000.00
materials testing
105.0 ft L 0.21 inc of 500'
1 each
$200.00
$260.00
0%
$260.00
compaction testing
105.0 ft L 0.21 inc of 500'
1 each
$200.00
$260.00
0%
$260.00
CBR tests (1 every 0.1 mi. per road)
105.0 ft L 0.21 inc of 500'
1 each
$200.00
$260.00
0%
$260.00
stone depth inspections
105.0 ft L 0.21 inc of 500'
1 each
$200.00
$260.00
0%
$260.00
pavement inspections
105.0 ft L 0.21 inc of 500'
1 each
$200.00
$260.00
0%
$260.00
pipe and drainage video inspections ($500 min)
$500.00
0%
$500.00
VDOT surety (1 lane)
105.0 ft L 0.01989 mi.
Lanes
MI-anesft$1.00
$2,000.00
$397.73
0%
$397.73
VDOT maintenance fee (1 In rd, 1 yr)
105.0 ft L 0.01989 mi.
$150.00
$29.83
0%
$29.83
https://albemarlecountyva-my.sharepoint.com/personal/ecox2_albemarle_org/Documents/Reviews/SUB201700140/bond reduction/SUB201700140 Old Trail Block 22_09122018_reductRMW2019
Project Name: Old Trail Village Block 22 Road & Utility Plan
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Plan # SUB201700140
TM P: 055 EO-01-22-00000
Date Estimate Complete: 09/12/18
Reduction: 9/13/19
Item No. Unit Unit Cost
installed
Cost
9/13/2019
% compete cost remaining
Addle Hill Road
VDOT admin. Cost recovery fee(1 lane) 105.0 ft L 0.01989 mi. 1 Lanes $100.00 $269.89 0% $269.89
cost sum $51,004.90 $30,279.83
contingency $5,100.49 $3, 027.98
Total $56,110 $33, 310
https://al be marlecountyva-my.sharepoint.com/personal/ecox2_aI bemarle_org/Documents/Reviews/SUB201700140/bond reduction/SUB201700140 Old Trail Block 22_09122018_reductRM;N2019
Project Name
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Plan # SUB201700140
Item
Astell Street
Begin station
End station
10+00.00
11 +60.OJ
aggregate base
6.0 in d
blotted or prime&double seal
asphalt base
3.0 in d
asphalt surface
1.5 in d
curb CG-2
curb CG-6
underdrain, UD-4
sidewalk, concrete (6)
ramp CG-12
street name sign
traffic control sign
Street Landscape
guardrail
drop inlet or grate
standard manhole frame top (not inlet)
manhole structure (per ft. rise)
pipe, rcp, cmp (12")
P"in d
pipe, rcp, cmp (15 to 48")
15.0 in d
pipe, rcp, cmp (15 to 48")
18.0 in d
pipe, rcp, cmp (60 to 108")
96.0 in d
rip -rap, placed
Aft d
matting, EC-2 or 3
clear and grub (for wooded sites)
cut grading
fill grading
as -built drawings (1 k + price per 0.1 mi.)
survey and layout (price per 0.1 mi.)
mobilization
materials testing
compaction testing
CBR tests (1 every 0.1 mi. per road)
stone depth inspections
pavement inspections
pipe and drainage video inspections ($500 min)
VDOT surety (1 lane)
VDOT maintenance fee (1 In rd, 1 yr)
VDOT admin. Cost recovery fee(1 lane)
road length 160.0 ft
160.0 ft L 1 20.0 ft W
160.0 ft L I 20.0 ft W
160.0 ft L 20.0 ft W
160.0 ft L 20.0 ft W
Each
ES @ 3000
ES-1,1 EC-0
F
ES-1,2 EC-1 ES-1,2 EC-1 ES-1,219 EC-1ftL 0.0ftW
ftL 0.0ftW
0.0 ft L 0.0 ft W
160.0 ft L 0.0303 mi.
160.0 ft L 0.0303 mi.
160.0 ft L
0.32 inc of 500'
160.0 ft L
0.32 inc of 500'
160.0 ft L
0.32 inc of 500'
160.0 ft L
0.32 inc of 500'
160.0 ft L
0.32 inc of 500'
160.0 ft L 0.0303 mi.
160.0 ft L 0.0303 mi.
160.0 ft L 0.0303 mi.
No. Unit
112.0 ton
355.6 sy
58.8 tons
29.4 tons
0.0 ft
320.0 ft
0.0 ft
270.0 ft
21 ft
8 each
0 each
5 each
0.0 ft
2 each
0 each
12ft
0.0 ft
190.0 ft
0.0 ft
0.0 ft
0.0 ton
0.0 sy
0.0 acre
440.0 cy
300.0 cy
1 Isum
1 Isum
Isum
1 each
1 each
1 each
1 each
1 each
ft
Lanes
Lanes
Lanes
cost sum
9/13/2019
Unit Cost Cost
installed % compete cost remaining
$35.00
$3,920.00
80%
$784.00
$10.00
$3,555.56
80%
$711.11
$120.00
$7,056.00
80%
$1,411.20
$140.00
$4,116.00
0%
$4,116.00
$16.00
$0.00
0%
$0.00
$19.00
$6,080.00
80%
$1,216.00
$6.00
$0.00
0%
$0.00
$25.00
$6,750.00
80%
$1,350.00
$350.00
$7,350.00
80%
$1,470.00
$200.00
$1,600.00
80%
$320.00
$200.00
$0.00
0%
$0.00
$150.00
$750.00
0%
$750.00
$17.00
$0.00
0%
$0.00
$3,500.00
$7,000.00
80%
$1,400.00
$500.00
$0.00
0%
$0.00
$450.00
$5,400.00
80%
$1,080.00
$25.00
$0.00
0%
$0.00
$35.00
$6,650.00
80%
$1,330.00
$40.00
$0.00
0%
$0.00
$320.00
$0.00
0%
$0.00
$60.00
$0.00
0%
$0.00
$2.00
$0.00
0%
$0.00
$24,000.00
$0.00
0%
$0.00
$6.00
$2,640.00
80%
$528.00
$12.00
$3,600.00
80%
$720.00
$2,000.00
$3,000.00
0%
$3,000.00
$2,000.00
$3,000.00
80%
$600.00
$5,000.00
$5,000.00
0%
$5,000.00
$200.00
$280.00
0%
$280.00
$200.00
$280.00
0%
$280.00
$200.00
$280.00
0%
$280.00
$200.00
$280.00
0%
$280.00
$200.00
$280.00
0%
$280.00
$1.00
$500.00
0%
$500.00
$2,000.00
$606.06
0%
$606.06
$150.00
$45.45
0%
$45.45
$100.00
$280.30
0%
$280.30
$80,299.37 $28,618.13
https://albemarlecountyva-my.sharepoint.com/personal/ecox2_albemarle_org/Documents/Reviews/SUB201700140/bond reduction/SUB201700140 Old Trail Block 22_09122018_reductRttW2019
Project Name
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Plan # SUB201700140
Item
Astell Street
9/13/2019
No. Unit Unit Cost Cost
installed % compete cost remaining
contingency $8,029.94 $2,861.81
Total $88,330 $31,480
https://al be marlecountyva-my.sharepoint.com/personal/ecox2_aI bemarle_org/Documents/Reviews/SUB201700140/bond reduction/SUB201700140 Old Trail Block 22_09122018_reductRM;N2019
Project Name 9/13/2019
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Plan # SUB201700140
Item No. Unit Unit Cost Cost
installed % compete cost remaining
Guilford Place
Begin station 10+00.00
End station 15+00.00
aggregate base in d
blotted or prime&double seal
asphalt base in d
asphalt surface in d
Pavers for fire/rescue access
curb CG-2
curb CG-6
underdrain, UD-4
sidewalk, concrete (6)
ramp CG-12
street name sign
traffic control sign
Street Landscape
guardrail
drop inlet or grate
standard manhole frame top (not inlet)
manhole structure (per ft. rise)
road length 500.0 ft
500.0 ftL 1 20.0 ft W
500.0 ft L 20.0 ft W
500.0 ft L 20.0 ft W
500.0 ft L 20.0 ft W
23 Each
0 ES @ 3000
pipe, rep, cmp (12") 12.0 in d 0 ES-1,1 EC-0
pipe, rcp, cmp (15 to 48") 15.0 in d 0 ES-1,2 EC-1
pipe, rcp, cmp (15 to 48") 18.0 in d 0 ES-1,2 EC-1
pipe, rcp, cmp (60 to 108") 96.0 in d 0 ES-1,2 EC-1
rip -rap, placed 2.0 ft d 0.0 ft L ft W
matting, EC-2 or 3 0.0 ft L ft W
clear and grub (for wooded sites) �ft L ft W
cut grading
fill grading
as -built drawings (1 k + price per 0.1 mi.)
survey and layout (price per 0.1 mi.)
mobilization
materials testing
compaction testing
CBR tests (1 every 0.1 mi. per road)
stone depth inspections
pavement inspections
pipe and drainage video inspections ($500 min)
VDOT surety (1 lane)
VDOT maintenance fee (1 In rd, 1 yr)
VDOT admin. Cost recovery fee(1 lane)
500.0 ft L 0.0947 mi.
500.0 ft L 0.0947 mi.
500.0 ft L 1 inc of 500'
500.0 ft L 1 inc of 500'
500.0 ft L 1 inc of 500'
500.0 ft L 1 inc of 500'
500.0 ft L 1 inc of 500'
500.0 ft L 0.0947 mi.
500.0 ft L 0.0947 mi.
500.0 ft L 0.0947 mi.
350.0 ton
$35.00
$12,250.00
80%
$2,450.00
1111.1 sy
$10.00
$11,111.11
80%
$2,222.22
183.8 tons
$120.00
$22,050.00
80%
$4,410.00
91.9 tons
$140.00
$12,862.50
0%
$12,862.50
2785.0 sf
$10.00
$27,850.00
50%
$13,925.00
"'"ft
$16.00
$0.00
0%
$0.00
1000.0 ft
$19.00
$19,000.00
80%
$3,800.00
0.0 ft
$6.00
$0.00
0%
$0.00
420.0 ft
$25.00
$10,500.00
80%
$2,100.00
42 ft
$350.00
$14,700.00
80%
$2,940.00
11 each
$200.00
$2,200.00
80%
$440.00
0 each
$200.00
$0.00
0%
$0.00
23 each
$150.00
$3,450.00
0%
$3,450.00
0.0 ft
$17.00
$0.00
0%
$0.00
6 each
$3,500.00
$21,000.00
80%
$4,200.00
0 each
$500.00
$0.00
0%
$0.00
36 ft
$450.00
$16,200.00
80%
$3,240.00
0.0 ft
$25.00
$0.00
0%
$0.00
220.0 ft
$35.00
$7,700.00
80%
$1,540.00
0.0 ft
$40.00
$0.00
0%
$0.00
0.0 ft
$320.00
$0.00
0%
$0.00
0.0 ton
$60.00
$0.00
0%
$0.00
0.0 sy
$2.00
$0.00
0%
$0.00
0.0 acre
$24,000.00
$0.00
0%
$0.00
�1000.0 cy
$6.00
$6,000.00
80%
$1,200.00
550.0 cy
$12.00
$6,600.00
80%
$1,320.00
1 Isum
$2,000.00
$3,000.00
0%
$3,000.00
1 Isum
$2,000.00
$3,000.00
80%
$600.00
-Isum
$5,000.00
$5,000.00
0%
$5,000.00
2 each
$200.00
$400.00
0%
$400.00
2 each
$200.00
$400.00
0%
$400.00
2 each
$200.00
$400.00
0%
$400.00
2 each
$200.00
$400.00
0%
$400.00
2 each
$200.00
$400.00
0%
$400.00
ft
$1.00
$500.00
0%
$500.00
Lanes
$2,000.00
$1,893.94
0%
$1,893.94
1 Lanes
$150.00
$142.05
0%
$142.05
Lanes
$100.00
$344.70
0%
$344.70
https://albemarlecountyva-my.sharepoint.com/personal/ecox2_albemarle_org/Documents/Reviews/SUB201700140/bond reduction/SUB201700140 Old Trail Block 22_09122018_reductRM3J2019
Project Name
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Plan # SUB201700140
Item
Guilford Place
No. Unit Unit Cost
installed
cost sum
contingency
Total
Cost
$209,354.29
$20,935.43
$230,290
9/13/2019
% compete cost remaining
$73,580.40
$7,358.04
$80,940
https://al be marlecountyva-my.sharepoint.com/personal/ecox2_aI bemarle_org/Documents/Reviews/SUB201700140/bond reduction/SUB201700140 Old Trail Block 22_09122018_reductRM;N2019
Project Name
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Plan # SUB201700140
Item
Hedworth Street
Begin station
End station
10+00.00
12+31.0W
aggregate base
6.0 in d
blotted or prime&double seal
asphalt base
3.0 in d
asphalt surface
1.5 in d
curb CG-2
curb CG-6
underdrain, UD-4
sidewalk, concrete (6)
ramp CG-12
street name sign
traffic control sign
Street Landscape
guardrail
drop inlet or grate
standard manhole frame top (not inlet)
manhole structure (per ft. rise)
pipe, rcp, cmp (12")
Pwin d
pipe, rcp, cmp (15 to 48")
15.0 in d
pipe, rcp, cmp (15 to 48")
18.0 in d
pipe, rcp, cmp (60 to 108")
96.0 in d
rip -rap, placed
Aft d
matting, EC-2 or 3
clear and grub (for wooded sites)
cut grading
fill grading
as -built drawings (1 k + price per 0.1 mi.)
survey and layout (price per 0.1 mi.)
mobilization
materials testing
compaction testing
CBR tests (1 every 0.1 mi. per road)
stone depth inspections
pavement inspections
pipe and drainage video inspections ($500 min)
VDOT surety (1 lane)
VDOT maintenance fee (1 In rd, 1 yr)
VDOT admin. Cost recovery fee(1 lane)
road length 231.0 ft
231.0 ft L 1 20.0 ft W
231.0 ft L I 20.0 ft W
231.0ftL 20.0ftW
231.0ftL 20.0ftW
Each
ES @ 3000
ES-1,1 EC-0
F
ES-1,2 EC-1 ES-1,2 EC-1 ES-1,219 EC-1ftL 0.0ftW
ftL 0.0ftW
0.0 ft L 0.0 ft W
231.0 ft L 0.04375 mi.
231.0 ft L 0.04375 mi.
231.0 ft L 0.462 inc of 500'
231.0 ft L 0.462 inc of 500'
231.0 ft L 0.462 inc of 500'
231.0 ft L 0.462 inc of 500'
231.0 ft L 0.462 inc of 500'
231.0 ft L 0.04375 mi.
231.0 ft L 0.04375 mi.
231.0 ft L 0.04375 mi.
No. Unit
161.7 ton
513.3 sy
84.9 tons
42.4 tons
0.0 ft
462.0 ft
0.0 ft
425.0 ft
42 ft
8 each
0 each
8 each
'ft
1 each
1 each
12ft
0.0 ft
205.0 ft
0.0 ft
0.0 ft
0.0 ton
0.0 sy
0.0 acre
- cy
cy
1 Isum
1 Isum
- Isum
2 each
2 each
2 each
2 each
2 each
ft
1 Lanes
"Lanes
Lanes
cost sum
9/13/2019
Unit Cost Cost
installed % compete cost remaining
$35.00
$5,659.50
80%
$1,131.90
$10.00
$5,133.33
80%
$1,026.67
$120.00
$10,187.10
80%
$2,037.42
$140.00
$5,942.48
0%
$5,942.48
$16.00
$0.00
0%
$0.00
$19.00
$8,778.00
80%
$1,755.60
$6.00
$0.00
0%
$0.00
$25.00
$10,625.00
80%
$2,125.00
$350.00
$14,700.00
80%
$2,940.00
$200.00
$1,600.00
80%
$320.00
$200.00
$0.00
0%
$0.00
$150.00
$1,200.00
0%
$1,200.00
$17.00
$0.00
0%
$0.00
$3,500.00
$3,500.00
80%
$700.00
$500.00
$500.00
80%
$100.00
$450.00
$5,400.00
80%
$1,080.00
$25.00
$0.00
0%
$0.00
$35.00
$7,175.00
80%
$1,435.00
$40.00
$0.00
0%
$0.00
$320.00
$0.00
0%
$0.00
$60.00
$0.00
0%
$0.00
$2.00
$0.00
0%
$0.00
$24,000.00
$0.00
0%
$0.00
$6.00
$5,100.00
80%
$1,020.00
$12.00
$0.00
0%
$0.00
$2,000.00
$3,000.00
0%
$3,000.00
$2,000.00
$3,000.00
80%
$600.00
$5,000.00
$5,000.00
0%
$5,000.00
$200.00
$300.00
0%
$300.00
$200.00
$300.00
0%
$300.00
$200.00
$300.00
0%
$300.00
$200.00
$300.00
0%
$300.00
$200.00
$300.00
0%
$300.00
$1.00
$500.00
0%
$500.00
$2,000.00
$875.00
0%
$875.00
$150.00
$65.63
0%
$65.63
$100.00
$293.75
0%
$293.75
$99,734.78 $34,648.44
https://albemarlecountyva-my.sharepoint.com/personal/ecox2_albemarle_org/Documents/Reviews/SUB201700140/bond reduction/SUB201700140 Old Trail Block 22_09122018_reductRttW2019
Project Name
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Plan # SUB201700140
Item
Hedworth Street
9/13/2019
No. Unit Unit Cost Cost
installed % compete cost remaining
contingency $9,973.48 $3,464.84
Total $109,710 $38,120
https://al be marlecountyva-my.sharepoint.com/personal/ecox2_aI bemarle_org/Documents/Reviews/SUB201700140/bond reduction/SUB201700140 Old Trail Block 22_09122018_reductRM;N2019
Project Name
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Plan # SUB201700140
Item
Avondale Lane
Begin station
End station
10+00.00
15+50.0(]lw
aggregate base
6.0 in d
blotted or prime&double seal
asphalt base
3.0 in d
asphalt surface
1.5 in d
curb CG-2
curb CG-6
underdrain, UD-4
sidewalk, concrete (6)
ramp CG-12
street name sign
traffic control sign
Street Landscape
guardrail
drop inlet or grate
standard manhole frame top (not inlet)
manhole structure (per ft. rise)
pipe, rcp, cmp (12")
Pwin d
pipe, rcp, cmp (15 to 48")
15.0 in d
pipe, rcp, cmp (15 to 48")
18.0 in d
pipe, rcp, cmp (60 to 108")
96.0 in d
rip -rap, placed
Aft d
matting, EC-2 or 3
clear and grub (for wooded sites)
cut grading
fill grading
as -built drawings (1 k + price per 0.1 mi.)
survey and layout (price per 0.1 mi.)
mobilization
materials testing
compaction testing
CBR tests (1 every 0.1 mi. per road)
stone depth inspections
pavement inspections
pipe and drainage video inspections ($500 min)
VDOT surety (1 lane)
VDOT maintenance fee (1 In rd, 1 yr)
VDOT admin. Cost recovery fee(1 lane)
road length 550.0 ft
550.0 ft L 1 25.0 ft W
550.0 ft L 1 25.0 ft W
550.0 ft L 25.0 ft W
550.0 ft L 25.0 ft W
Each
ES @ 3000
ES-1,1 EC-0
F
ES-1,2 EC-1ES-1,2 EC-1 ES-1,2 19 EC-1ftL 0.0ftW
ftL 0.0ftW
0.0 ft L 0.0 ft W
550.0 ft L 0.10417 mi.
550.0 ft L 0.10417 mi.
550.0 ft L 1.1 inc of 500'
550.0 ft L 1.1 inc of 500'
550.0 ft L 1.1 inc of 500'
550.0 ft L 1.1 inc of 500'
550.0 ft L 1.1 inc of 500'
550.0 ft L 0.10417 mi.
550.0 ft L 0.10417 mi.
550.0 ft L 0.10417 mi.
No. Unit
481.3 ton
1527.8 sy
252.7 tons
126.3 tons
0.0 ft
1100.0 ft
0.0 ft
1420.0 ft
35 ft
10 each
0 each
21 each
rMft
5 each
2 each
42 ft
290.0 ft
100.0 ft
450.0 ft
0.0 ft
0.0 ton
0.0 sy
0.0 acre
- cy
cy
2 Isum
2 Isum
' 1 Isum
2 each
2 each
2 each
2 each
2 each
ft
1 Lanes
"Lanes
Lanes
cost sum
9/13/2019
Unit Cost Cost
installed % compete cost remaining
$35.00
$16,843.75
80%
$3,368.75
$10.00
$15,277.78
80%
$3,055.56
$120.00
$30,318.75
80%
$6,063.75
$140.00
$17,685.94
0%
$17,685.94
$16.00
$0.00
0%
$0.00
$19.00
$20,900.00
80%
$4,180.00
$6.00
$0.00
0%
$0.00
$25.00
$35,500.00
80%
$7,100.00
$350.00
$12,250.00
80%
$2,450.00
$200.00
$2,000.00
80%
$400.00
$200.00
$0.00
0%
$0.00
$150.00
$3,150.00
0%
$3,150.00
$17.00
$0.00
0%
$0.00
$3,500.00
$17,500.00
80%
$3,500.00
$500.00
$1,000.00
80%
$200.00
$450.00
$18,900.00
80%
$3,780.00
$25.00
$7,250.00
80%
$1,450.00
$35.00
$3,500.00
80%
$700.00
$40.00
$18,500.00
80%
$3,700.00
$320.00
$0.00
0%
$0.00
$60.00
$0.00
0%
$0.00
$2.00
$0.00
0%
$0.00
$24,000.00
$0.00
0%
$0.00
$6.00
$2,220.00
80%
$444.00
$12.00
$21,600.00
80%
$4,320.00
$2,000.00
$5,000.00
0%
$5,000.00
$2,000.00
$5,000.00
80%
$1,000.00
$5,000.00
$5,000.00
0%
$5,000.00
$200.00
$420.00
0%
$420.00
$200.00
$420.00
0%
$420.00
$200.00
$420.00
0%
$420.00
$200.00
$420.00
0%
$420.00
$200.00
$420.00
0%
$420.00
$1.00
$500.00
0%
$500.00
$2,000.00
$2,083.33
0%
$2,083.33
$150.00
$156.25
0%
$156.25
$100.00
$354.17
0%
$354.17
$264,589.97 $81,741.74
https://albemarlecountyva-my.sharepoint.com/personal/ecox2_albemarle_org/Documents/Reviews/SUB201700140/bond reduction/SUB201700140 Old Trail Block 22_09122018_reductRttW2019
Project Name
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Plan # SUB201700140
Item
Avondale Lane
9/13/2019
No. Unit Unit Cost Cost
installed % compete cost remaining
contingency $26,459.00 $8,174.17
Total $291,050 $89,920
https://al be marlecountyva-my.sharepoint.com/personal/ecox2_aI bemarle_org/Documents/Reviews/SUB201700140/bond reduction/SUB201700140 Old Trail Block 22_09122018_reductRM;N2019
Project Name
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Plan # SUB201700140
Alley
9/13/2019
Item No. Unit Unit Cost Cost
installed % compete cost remaining
Begin station 10+00.00
End station 10+65.00 road length 65.0 ft
aggregate base 6.0 in d 65.0 ft L 20.0 ft W 45.5 ton $35.00 $1,592.50 80% $318.50
blotted or prime&double seal 65.0 it L 20.0 ft W 144.4 sy $10.00 $1,444.44 80% $288.89
asphalt base 3.0 in d 65.0 ft L 20.0 ft W 23.9 tons $120.00 $2,866.50 80% $573.30
asphalt surface 1.5 in d 65.0 it L 20.0 ft W 11.9 tons $140.00 $1,672.13 0% $1,672.13
curb CG-2 0.0 ft $16.00 $0.00 0% $0.00
curb CG-6 130.0 ft $19.00 $2,470.00 80% $494.00
underdrain, UD-4 0.0 ft $6.00 $0.00 0% $0.00
sidewalk, concrete (6) 0.0 ft $25.00 $0.00 0% $0.00
ramp CG-12 0 ft $350.00 $0.00 0% $0.00
street name sign 0 each $200.00 $0.00 0% $0.00
traffic control sign 2 each $200.00 $400.00 80% $80.00
Street Landscape MES@ Each 3 each $150.00 $450.00 0% $450.00
guardrail 3000 0.0 ft $17.00 $0.00 0% $0.00
drop inlet or grate 0 each $3,500.00 $0.00 0% $0.00
standard manhole frame top (not inlet) 0 each $500.00 $0.00 0% $0.00
manhole structure (per ft. rise) 0 ft $450.00 $0.00 0% $0.00
pipe, rcp, cmp (12") P"in d ES-1,1 EC-0 0.0 ft $25.00 $0.00 0% $0.00
pipe, rcp, cmp (15 to 48") 15.0 in d 0 ES-1,2 EC-1LO.0
.0 ft $35.00 $0.00 0% $0.00
pipe, rcp, cmp (15 to 48") 18.0 in d 0 ES-1,2 EC-1.0 ft $40.00 $0.00 0% $0.00
pipe, rcp, cmp (60 to 108") 96.0 in d 0 ES-1,2 EC-1 ft $320.00 $0.00 0% $0.00
rip -rap, placed Aft d 0.0 ft L 0.0 ft W 0.0 ton $60.00 $0.00 0% $0.00
matting, EC-2 or 3 0.0 ft L 1 0.0 ft W 0.0 sy $2.00 $0.00 0% $0.00
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
cut grading cy $6.00 $1,200.00 80% $240.00
fill grading Mcy $12.00 $0.00 0% $0.00
as -built drawings (1 k + price per 0.1 mi.) 65.0 ft L 0.01231 mi. 1 Isum $2,000.00 $3,000.00 0% $3,000.00
survey and layout (price per 0.1 mi.) 65.0 ft L 0.01231 mi. 1 Isum $2,000.00 $3,000.00 80% $600.00
mobilization -Isum $5,000.00 $5,000.00 0% $5,000.00
materials testing 65.0 ft L 0.13 inc of 500' 1 each $200.00 $240.00 0% $240.00
compaction testing 65.0 ft L 0.13 inc of 500' 1 each $200.00 $240.00 0% $240.00
CBR tests (1 every 0.1 mi. per road) 65.0 ft L 0.13 inc of 500' 1 each $200.00 $240.00 0% $240.00
stone depth inspections 65.0 ft L 0.13 inc of 500' 1 each $200.00 $240.00 0% $240.00
pavement inspections 65.0 ft L 0.13 inc of 500' 1 each $200.00 $240.00 0% $240.00
pipe and drainage video inspections ($500 min) ft $1.00 $500.00 0% $500.00
VDOT surety (1 lane) 65.0 ft L 0.01231 mi. Lanes $2,000.00 $246.21 0% $246.21
VDOT maintenance fee (1 In rd, 1 yr) 65.0 ft L 0.01231 mi. Lanes $150.00 $18.47 0% $18.47
VDOT admin. Cost recovery fee(1 lane) 65.0 ft L 0.01231 mi. ELanes $100.00 $262.31 0% $262.31
cost sum $25,322.56 $14,943.80
https://albemarlecountyva-my.sharepoint.com/personal/ecox2_albemarle_org/Documents/Reviews/SUB201700140/bond reduction/SUB201700140 Old Trail Block 22_09122018_reductRttW2019
Project Name
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Plan # SUB201700140
Item
Alley
9/13/2019
No. Unit Unit Cost Cost
installed % compete cost remaining
contingency $2,532.26 $1,494.38
Total $27,860 $16,440
https://al be marlecountyva-my.sharepoint.com/personal/ecox2_aI bemarle_org/Documents/Reviews/SUB201700140/bond reduction/SUB201700140 Old Trail Block 22_09122018_reductRM;N2019