HomeMy WebLinkAboutSDP200500019 Bond Reduction 2020-03-13Frank Pohl
From: Frank Pohl
Sent: Friday, March 13, 2020 11:44 AM
To: kimt@easylivinghomes.com
Cc: Ana Kilmer
Subject: Abington Place - Bond Reduction
Attachments: SDP200500019-Bond Reduction Estimate - 03-13-20.pdf
Kim,
Please refer to attached revised bond estimate for work remaining. To summarize, I've release all of the monies for the
public roads. The remaining bond amount is estimated at 34% of the original bond, or $396,432. Deficiencies are as
noted in previously distributed reports.
I am in today (and next week of course) if you want to discuss, but my deadline was today. I will wait to hear back from
you before asking Anna to move forward with this.
Sincerely,
Frank
Frank V. Pohl, PE, CFM
County Engineer
401 McIntire Road
Charlottesville, VA 22902
434-296-5832 (ext. 7914)
Project Name Hollymeade Town Center, Abington Place, Phse 1 / Roads & Drainage FVP
Plan #: SDP200500019
Date Estimate complete: 03-13-20
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Item No. Unit Unit Cost Cost
installed % compete cost remaining
Abington Dr
Begin station 15+00.00
End station 23+00.00 road length 800.0 ft
aggregate base 8.0 in d 800.0 ft L 32.0 ft W 632.1 cy $35.91 $22,698.71 60% $9,079.48
mill and overlay asphalt surface 2.0 in d 800.0 ft L 32.0 ft W 313.6 tons $81.90 $25,683.84 0% $25,683.84
curb CG-2 1600.0 ft $16.00 $25,600.00 60% $10,240.00
sidewalk, concrete (6') 1600.0 ft $25.00 $40,000.00 80% $8,000.00
ramp CG-12 4 each $315.00 $1,260.00 80% $252.00
street name sign 1 each $200.00 $200.00 80% $40.00
traffic control sign 2 each $200.00 $400.00 80% $80.00
drop inlet or grate 11 each $1,365.00 $15,015.00 80% $3,003.00
pipe, rcp, cmp in d ,2NEC-1
EC-1 300.0 ft $23.10 $6,930.00 25% $5,197.50
pipe, rcp, cmp in dNES-1
ES-1,2EC-1360.0 ft $63.00 $22,680.00 25% $17,010.00
pipe, rcp, cmp Min dES-1,2 240.0 ft $89.25 $21,420.00 25% $16,065.00
as -built drawings (1k + price per 0.1 mi.) 800.0 ft L 0.1515 mi. 2 Isum $2,000.00 $5,000.00 80% $1,000.00
survey and layout (price per 0.1 mi.) 800.0 ft L 0.1515 mi. 2 Isum $525.00 $2,050.00 80% $410.00
paint 1 Isum $5,000.00 $5,000.00 0% $5,000.00
CBR tests (1 every 0.1 mi. per road) 800.0 ft L 1.6 inc of 500' 3 each $250.00 $650.00 0% $650.00
stone depth inspections 800.0 ft L 1.6 inc of 500' 3 each $200.00 $520.00 0% $520.00
mobilization -Isum $1,500.00 $1,500.00 80% $300.00
Aldersgate Way
Begin station 13+00.00
End station 21+00.00 road length 800.0 ft
aggregate base 6.0 in d 800.0 ft L F 2-5.0 ft W 370.4 cy $35.91 $13,301.06 60% $5,320.43
mill and overlay asphalt surface 2.0 in d 800.0 ft L 25.0 ft W 245.0 tons $81.90 $20,065.50 0% $20,065.50
curb CG-2 1600.0 ft $16.00 $25,600.00 60% $10,240.00
sidewalk, concrete (6') 1600.0 ft $25.00 $40,000.00 80% $8,000.00
ramp CG-12 6 each $315.00 $1,890.00 80% $378.00
street name sign 3 each $200.00 $600.00 80% $120.00
traffic control sign 3 each $200.00 $600.00 80% $120.00
guardrail 4 ES @ $3700 = $ 14,800 550 If $16.80 $24,040.00 0% $24,040.00
manhole or drop inlet 8 each $1,365.00 $10,920.00 80% $2,184.00
pipe, rcp, cmp ROM in d ES-1,2NEC-2
EC-1 150.0 ft $23.10 $3,465.00 25% $2,598.75
pipe, rcp, cmp 18.0 in dNES-1,3
ES- 1,2EC-1 70.0 ft $27.30 $1,911.00 25% $1,433.25
pipe, rcp, cmp 24.0 in dES-1,2EC-1 100.0 ft $39.90 $5,990.00 25% $4,492.50
pipe, rcp, cmp , 30.0 in d 380.0 ft $63.00 $24,940.00 25% $18,705.00
as -built drawings (1k + price per 0.1 mi.) 800.0 ft L 0.1515 mi. 2 Isum $1,050.00 $3,100.00 80% $620.00
CBR tests (1 every 0.1 mi. per road) 800.0 ft L 1.6 inc of 500' 3 each $250.00 $650.00 0% $650.00
mobilization 1 Isum $525.00 $525.00 50% $262.50
C:\Users\fpohl\OneDrive - County of Albemarle\Documents\1-Engineering\Applications\SDPs\SDP200500019\SDP200500019-Bond Reduction Estimate - 03-13-20.xls 3/13/2020
Project Name Hollymeade Town Center, Abington Place, Phse 1 / Roads & Drainage
Plan #: SDP200500019
Date Estimate complete: 03-13-20
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Item
Community Str
Begin station
End station
road length 450.0 ft
aggregate base
rin 450.0ftL -ft W
mill and overlay asphalt surface
450.0 ft L ft W
curb CG-2
sidewalk, concrete (6')
ramp CG-12
street name sign
traffic control sign
guardrail
0 ES @ $3700 =
manhole or drop inlet
pipe, rcp, cmp
in d MES-1,2
Min -EC-1
pipe, rcp, cmp
d ES-1,2
as -built drawings (1 k + price per 0.1 mi.)
450.0 ft L 0.0852 mi.
CBR tests (1 every 0.1 mi. per road)
450.0 ft L 0.9 inc of 500'
mobilization
paint
Alleys
2 @ 550' each
road length 1100.0 ft
aggregate base
I rnd1100.0ftL -ftW
mill and overlay asphalt surface
1100.0 ft L ft W
curb CG-2
sidewalk, concrete (6')
ramp CG-12
street name sign
traffic control sign
guardrail
0 ES @ $3700 =
manhole or drop inlet
pipe, rcp, cmp
in d MES-1,2
Min
pipe, rcp, cmp
d ES-1,2 EC-1
as -built drawings (1 k + price per 0.1 mi.)
1100.0 ft L 0.2083 mi.
CBR tests (1 every 0.1 mi. per road)
1100.0 ft L 2.2 inc of 500'
mobilization
FVP
No. Unit
Unit Cost
Cost
installed
% compete
cost remaining
370.4 cy
$35.91
$13,301.06
60%
$5,320.43
110.3 tons
$81.90
$9,029.48
0%
$9,029.48
900.0 ft
$16.00
$14,400.00
60%
$5,760.00
900.0 ft
$25.00
$22,500.00
80%
$4,500.00
14 each
$315.00
$4,410.00
80%
$882.00
2 each
$200.00
$400.00
80%
$80.00
3 each
$200.00
$600.00
80%
$120.00
0 if
$16.80
$0.00
0%
$0.00
12 each
$1,365.00
$16,380.00
80%
$3,276.00
150.0 ft
$23.10
$3,465.00
25%
$2,598.75
'W"ft
$27.30
$8,736.00
25%
$6,552.00
1 Isum
$1,050.00
$2,050.00
80%
$410.00
2 each
$250.00
$475.00
0%
$475.00
Isum
$000.00
$000.00
50%
$000.00
Isum
$1,000.00
$1,000.00
0%
$1,000.00
370.4 cy
$35.91
$13,301.06
60%
$5,320.43
539.0 tons
$81.90
$44,144.10
0%
$44,144.10
2200.0 ft
$16.00
$35,200.00
60%
$14,080.00
0.0 ft
$25.00
$0.00
80%
$0.00
10 each
$315.00
$3,150.00
80%
$630.00
4 each
$200.00
$800.00
80%
$160.00
6 each
$200.00
$1,200.00
80%
$240.00
0 if
$16.80
$0.00
0%
$0.00
4 each
$1,365.00
$5,460.00
80%
$1,092.00
200.0 ft
$23.10
$4,620.00
25%
$3,465.00
200.0 ft
$27.30
$5,460.00
25%
$4,095.00
31sum
$1,050.00
$4,150.00
80%
$830.00
3 each
$250.00
$800.00
0%
$800.00
-Isum
$1,500.00
$525.00
50%
$262.50
Cost Sum
$
590,287 not including public roads
$
317,146
Contingency
25% $
147,572
$
79,286
Total
$
737,859
$
396,432
Original Bond
$
1,155,920
$
396,432
% Remaining
34%
C:\Users\fpohl\One Drive - County of Albemarle\Documents\1-Engineering\Applications\SDPs\SDP200500019\SDP200500019-Bond Reduction Estimate - 03-13-20.xls 3/13/2020