HomeMy WebLinkAboutSUB201400092 Bond Estimates Road Plan and Comps. 2014-07-07Subdivision Name -Old Trail Village, Blocks 28 8t 29B, Ashlar Avenue Public Road Plans
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Plan # SUB201400092
Item
No. Unit
Unit Cost
Cost
installed
% compete cost remaining
Road Names: Multiple
(public /private) - Names, below (ref- SUB201400092
/sheet 15 /road classification schedule
Ashlar Ave
station 10 +00 - 17 +77
road length 777.0 ft
public
aggregate base
8.0 in d
777.0 ft L 32.0 ft W
1160.3 ton
$25.00
$29,008.00
0%
$29,008.00
pavement =32' w
blotted or prime &double seal
777.0 ft L 0.0 ft W
0.0 sy
$10.00
$0.00
0%
$0.00
did not include'T'
asphalt base
4.0 in d
777.0 ft L 32.0 ft W
609.2 tons
$84.58
$51,523.43
0%
$51,523.43
(future extension)
asphalt surface
1.5 in d
777.0 ft L 32.0 ft W
228.4 tons
$91.34
$20,865.53
0%
$20,865.53
Belgrove St
station 10 +16 - 14 +46
road length 430.0 ft
public
aggregate base
6.0 in d
430.0 ft L 26.0 ft W
391.3 ton
$25.00
$9,782.50
0%
$9,782.50
pavement =26' w
blotted or prime &double seal
430.0 ft L 0.0 ft W
0.0 sy
$10.00
$0.00
0%
$0.00
asphalt base
2.5 in d
430.0 ft L 26.0 ft W
171.2 tons
$84.58
$14,479.57
0%
$14,479.57
asphalt surface
1.5 in d
430.0 ft L 26.0 ft W
102.7 tons
$91.34
$9,382.10
0%
$9,382.10
Golfview Dr., Ext
station 17 +56 - 21 +17
road length 361.0 ft
public
aggregate base
6.0 in d
361.0 ft L 32.0 ft W
404.3 ton
$25.00
$10,108.00
0%
$10,108.00
pavement =32' w
blotted or prime &double seal
361.0 ft L 0.0 ft W
0.0 sy
$10.00
$0.00
0%
$0.00
asphalt base
3.0 in d
361.0 ft L 32.0 ft W
212.3 tons
$84.58
$17,953.63
0%
$17,953.63
asphalt surface
1.5 in d
361.0 ft L 32.0 ft W
106.1 tons
$91.34
$9,694.28
0%
$9,694.28
Addle Hill Rd
station 10 +18 - 17 +40
road length 722.0 ft
public
aggregate base
6.0 in d
722.0 ft L 32.0 ft W, AVE
808.6 ton
$25.00
$20,216.00
0%
$20,216.00
pavement =32' w
blotted or prime &double seal
722.0 ft L 0.0 ft W, AVE
0.0 sy
$10.00
$0.00
0%
$0.00
asphalt base
2.5 in d
722.0 ft L 32.0 ft W, AVE
353.8 tons
$84.58
$29,922.71
0%
$29,922.71
asphalt surface
1.5 in d
722.0 ft L 32.0 ft W, AVE
212.3 tons
$91.34
$19,388.56
0%
$19,388.56
Hazel Grove Ln.
station 10 +18 - 15 +19.75
road length 501.0 ft
private
aggregate base
6.0 in d
501.0 ft L 24.0 ft W
420.8 ton
$25.00
$10,521.00
0%
$10,521.00
pavement = 24'W
blotted or prime &double seal
501.0 ft L 0.0 ft W
0.0 sy
$10.00
$0.00
0%
$0.00
asphalt base
2.5 in d
501.0 ft L 24.0 ft W
184.1 tons
$84.58
$15,572.66
0%
$15,572.66
asphalt surface
1.5 in d
501.0 ft L 24.0 ft W
110.5 tons
$91.34
$10,090.38
0%
$10,090.38
Birchin Ct, Dr, Ln
Lengths: Dr, 294`, CL 125'; Ln, 236'
road length 655.0 ft, Total
private
aggregate base
6.0 in d
655.0 ft L 16.0 ft W
366.8 ton
$25.00
$9,170.00
0%
$9,170.00
pavement =16' w
blotted or prime &double seal
655.0 ft L 0.0 ft W
0.0 sy
$10.00
$0.00
0%
$0.00
Drive, m: 10 +15- 13+08.97
asphalt base
2.5 in d
655.0 ft L 16.0 ft W
160.5 tons
$84.58
$13,572.98
0%
$13,572.98
Court, sta: 10 +10 -11 +34.99
asphalt surface
1.5 in d
655.0 ft L 16.0 ft W
96.3 tons
$91.34
$8,794.67
0%
$8,794.67
L-, m: 10 +10- 12+46.19
curb CG -2
0.0 ft
$13.00
$0.00
0%
$0.00
slight over- estim, curb ra,
curb CG -6
4268.0 ft
$15.00
$64,020.00
0%
$64,020.00
Birchin (All); Hazel Grov
roll -top curb
1900.0 ft
$15.00
$28,500.00
0%
$28,500.00
sidewalk, concrete (6)
4188.0 ft
$17.00
$71,196.00
0%
$71,196.00
ramp CG -12
16 each
$350.00
$5,600.00
0%
$5,600.00
street name sign
9 each
$200.00
$1,800.00
0%
$1,800.00
traffic control sign (10 stops; 21 No Parking)
31 each
$200.00
$6,200.00
0%
$6,200.00
All streets, ref. sheet 20
Street Landscape (trees)
78 Each
78 each
$150.00
$11,700.00
0%
$11,700.00
drop inlet or grate
33 each
$3,500.00
$115,500.00
0%
$115,500.00
standard manhole frame top (not inlet)
0 each
$500.00
$0.00
0%
$0.00
manhole structure (per ft. rise)
credits ea.inlet 2.33; ref 11 -5 -14 ja email
132 ft
$450.00
$59,535.00
0%
$59,535.00
pipe, rcp, cmp (15 to 48 ")
15.0 in d
0 ES -1,2 0 EC -1
835.7 ft
$35.00
$29,249.50
0%
$29,249.50
pipe, rcp, cmp (15 to 48 ")
18.0 in d
0 ES -1,2 0 EC -1
39.7 ft
$40.00
$1,588.00
0%
$1,588.00
C:\ Users \janderson2 \Documents \PROJ comments\ bonds \RP_bond _ est_5Nov2014 -OTV- road- sub201400092- 110514.xlsx
11/5/2014
Subdivision Name -Old Trail Village, Blocks 28 8r 29B, Ashlar Avenue Public Road Plans
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Plan # SUB201400092
Item
Road Names: Multiple (public /private) - Names, below (ref- SUB201400092 /sheet 15 1road classification schedule
No. Unit Unit Cost Cost
installed % compete cost remaining
jea- 11/5/14
cost sum
pipe, rcp, cmp (15 to 48 ")
24.0 in d
0 ES -1,2
0 EC -1
383.8 ft
$50.00
$19,190.00
0%
$19,190.00
pipe, rcp, cmp (15 to 48 ")
30.0 in d
0 ES -1,2
0 EC -1
803.5 ft
$65.00
$52,227.50
0%
$52,227.50
•226436" D1A
pipe, rcp, cmp (15 to 48 ")
36.0 in d
0 ES -1,2
0 EC -1
376.0 ft
$70.00
$26,320.00
0%
$26,320.00
pipe ok with BTV
rip -rap, placed
0.0 ft d
0.0 ft L
0.0 ft W
0.0 ton
$60.00
$0.00
0%
$0.00
D.Brockman, ref
matting, EC -2 or 3
0.0 ft L
0.0 ft W
0.0 sy
$2.00
$0.00
0%
$0.00
11/5/14 e-mail
clear and grub (for wooded sites - covered
under W PO)
0.0 ft L
0.0 ft W
0.0 acre
$24,000.00
$0.00
0%
$0.00
cut grading
JEA
5614.0 cy
$4.00
$22,456.00
0%
$22,456.00
fill grading
Estim
3469.0 cy
$9.00
$31,221.00
0%
$31,221.00
as -built drawings (1k + price per 0.1 mi.)
3446.0 ft L
0.6527 mi.
7 Isum
$2,000.00
$15,000.00
0%
$15,000.00
survey and layout (price per 0.1 mi.)
3446.0 ft L
0.6527 mi.
7 Isum
$2,000.00
$15,000.00
0%
$15,000.00
mobilization
1 Isum
$500.00
$500.00
0%
$500.00
materials testing
3446.0 ft L
6.892 inc of 500'
8 each
$200.00
$1,580.00
0%
$1,580.00
compaction testing
3446.0 ft L
6.892 inc of 500'
8 each
$200.00
$1,580.00
0%
$1,580.00
CBR tests (1 every 0.1 mi. per road)
3446.0 ft L
6.892 inc of 500'
8 each
$200.00
$1,580.00
0%
$1,580.00
stone depth inspections
3446.0 ft L
6.892 inc of 500'
8 each
$200.00
$1,580.00
0%
$1,580.00
pavement inspections
3446.0 ft L
6.892 inc of 500'
8 each
$200.00
$1,580.00
0%
$1,580.00
pipe and drainage video inspections
2439 ft
$2.00
$4,877.40
0%
$4,877.40
VDOT surety (1 lane)
2290.0 ft L
0.4337 mi.
2 Lanes
$2,000.00
$17,348.48
0%
$17,348.48
VDOT maintenance fee (1 In rd, 1 yr)
2290.0 ft L
0.4337 mi.
2 Lanes
$150.00
$1,301.14
0%
$1,301.14
VDOT admin. Cost recovery fee(1 lane)
2290.0 ft L
0.4337 mi.
2 Lanes
$100.00
$1,117.42
0%
$1,117.42
jea- 11/5/14
cost sum
$919,393.43
proj mgmt
$45,969.67
contingency
$45,969.67
Total
$1,011,340
$919,393.43
$45,969.67
$45,969.67
$1,011,340
C:\ Users \janderson2 \Documents \PROJ comments\ bonds \RP_bond _ est_5Nov2014 -OTV- road- sub201400092- 110514.xlsx 11/5/2014