HomeMy WebLinkAboutSUB201500123 Bond Reduction 2017-06-02 (8)Subdivision Name: Old Trail Village Block 27 Road & Utility Plan
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Plan # SUB201500123
Item # Item
No. Unit
Unit Cost
Cost
installed
% compete cost remaining
Road Name -Golf View Dr/Orion Lane (61' RW); Fennel Rd/Oldham
Drive (24'
pvt. R/W)
Golf View Drive: STA. 21+17.00 to 24+76.00
road length 359.0 ft
1
aggregate base, VDOT 21-B
6.0 in
d
359.0 ft L
36.0 ft W
452.3 ton
$35.00
$15,831.90
80%
$3,166.38
2
asphalt base (BM-25.0 interim course)
3.0 in
d
359.0 ft L
32.0 ft W
211.1 tons
$100.00
$21,109.20
80%
$4,221.84
3
1.5" asphalt surface course, SM-9.5, sheet 11
1.5 in
d
359.0 ft L
32.0 ft W
105.5 tons
$120.00
$12,665.52
80%
$2,533.10
Orion Lane: STA. 10+54.50 to 14+41.74
road length 387.2 ft
4
aggregate base, VDOT 21-B
8.0 in
d
387.2 ft L
36.0 ft W
650.6 ton
$35.00
$22,769.71
80%
$4,553.94
5
asphalt base (BM-25.0 interim course)
4.0 in
d
387.2 ft L
32.0 ft W
303.6 tons
$100.00
$30,359.62
80%
$6,071.92
6
1.5" asphalt surface course, SM-9.5, sheet 11
1.5 in
d
387.2 ft L
32.0 ft W
113.8 tons
$120.00
$13,661.83
80%
$2,732.37
Fennel Rd: STA. 10+15 to 12+48.11 -Oldham Drive: STA. 10+15 to
12+63.55
road length 481.7 ft
7
aggregate base, VDOT 21-B
6.0 in
d
481.7 ft L
22.0 ft W
370.9 ton
$35.00
$12,980.74
80%
$2,596.15
8
asphalt base (BM-25.0 interim course)
2.5 in
d
481.7 ft L
16.0 ft W
118.0 tons
$100.00
$11,800.67
80%
$2,360.13
9
1.5" asphalt surface course, SM-9.5, sheet 11
1.5 in
d
481.7 ft L
16.0 ft W
70.8 tons
$120.00
$8,496.48
80%
$1,699.30
10
curb CG-6, approx
2340.0 ft
$15.00
$35,100.00
80%
$7,020.00
11
sidewalk, concrete (6)
2040.0 ft
$17.00
$34,680.00
80%
$6,936.00
12
ramp CG-12
10 ft
$350.00
$3,500.00
80%
$700.00
13
street name sign
6 each
$200.00
$1,200.00
80%
$240.00
14
traffic control sign -16 No Parking; 6 STOP
22 each
$200.00
$4,400.00
30%
$3,080.00
15
Street Landscape -Sheet 13
0 Each
29 each
$150.00
$4,350.00
50%
$2,175.00
16
guardrail
0 ES @
0
0.0 ft
$17.00
$0.00
0%
$0.00
17
VDOT barricade, Typ. I1I, 8' -VDOT District Ave., Jul/2013 -Jul/2015t
1 each
$1,000.00
$1,000.00
80%
$200.00
18
drop inlet or grate
17 each
$3,500.00
$59,500.00
80%
$11,900.00
19
standard manhole frame top (not inlet)
1 each
$500.00
$500.00
80%
$100.00
20
manhole structure (per ft. rise) -sheet 5, Inlet schedule
H - 3'/inlet
75 ft
$450.00
$33,750.00
80%
$6,750.00
21
matting, EC-2 or 3
0.0 ft L
0.0 ft W
0.0 sy
$2.00
$0.00
0%
$0.00
22
matting, EC-2 or 3
0.0 ft L
0.0 ft W
0.0 sy
$2.00
$0.00
0%
$0.00
23
pipe, rep, cmp (15 to 48")
15.0 in
d
0 ES-1,2
0 EC-1
423.0 ft
$35.00
$14,805.00
80%
$2,961.00
24
pipe, rep, cmp (15 to 48")
24.0 in
d
0 ES-1,2
0 EC-1
347.0 ft
$50.00
$17,350.00
80%
$3,470.00
25
pipe, rep, cmp (15 to 48")
30.0 in
d
0 ES-1,2
0 EC-1
89.0 ft
$65.00
$5,785.00
80%
$1,157.00
26
pipe, rep, cmp (15 to 48")
36.0 in
d
0 ES-1,2
0 EC-1
310.0 ft
$70.00
$21,700.00
80%
$4,340.00
27
pipe, rep, cmp (15 to 48")
42.0 in
d
0 ES-1,2
0 EC-1
150.0 ft
$75.00
$11,250.00
80%
$2,250.00
28
pipe, rep, cmp (15 to 48") -excludes 2 pipe outfalls*
48.0 in
d
0 ES-1,2
0 EC-1
36.4 ft
$150.00
$5,460.00
80%
$1,092.00
29
clear and grub -NA, cleared with prior block
0.0 ft L
0.0 ft W
0.0 acre
$24,000.00
$0.00
0%
$0.00
30
cut grading
2059.0 cy
$4.00
$8,236.00
80%
$1,647.20
31
fill grading -Negligible
0.0 cy
$9.00
$0.00
0%
$0.00
32
cut calc: [(61' x 2' x 350') + (24' x 2' x 100') + (24'
x 2.25 x
150')]
_ 27 ft'/yd.
I:\DEPT\Community Development\Engineering Division\Emily Cox\Road
Bond Reductions\SUB201500123\Bond
red uction_RP_bond_est_5Nov2014-OTV-block27-SUB201500123_RP_120115Asx
6/2/2017
Subdivision Name: Old Trail Village Block 27 Road & Utility Plan
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Plan # SUB201500123
Item #
Item
No. Unit
Unit Cost
Cost
installed
% compete cost remaining
Road Name -Golf
View Dr/Orion Lane (61' RW); Fennel Rd/Oldham Drive (24' pvt. R/W)
33
as -built drawings (1 k + price per 0.1 mi.) 1227.9 ft L
0.23256 mi.
3 Isum
$2,000.00
$7,000.00
80%
$1,400.00
34
survey and layout (price per 0.1 mi.) 1227.9 ft L
0.23256 mi.
3 Isum
$2,000.00
$7,000.00
80%
$1,400.00
35
mobilization
1 Isum
$500.00
$500.00
80%
$100.00
36
materials testing 1227.9 ft L
2.4558 inc of 500'
4 each
$200.00
$700.00
80%
$140.00
37
compaction testing 1227.9 ft L
2.4558 inc of 500'
4 each
$200.00
$700.00
80%
$140.00
38
CBR tests (1 every 0.1 mi. per road) 1227.9 ft L
2.4558 inc of 500'
4 each
$200.00
$700.00
50%
$350.00
39
stone depth inspections 1227.9 ft L
2.4558 inc of 500'
4 each
$200.00
$700.00
0%
$700.00
40
pavement inspections 1227.9 ft L
2.4558 inc of 500'
4 each
$200.00
$700.00
80%
$140.00
41
pipe and drainage video inspections (inc. outfall to UBP)
1519 ft
$2.00
$3,038.80
80%
$607.76
42
VDOT surety (1 lane) 746.2 ft L
0.14133 mi.
2 Lanes
$2,000.00
$5,653.33
0%
$5,653.33
43
VDOT maintenance fee (1 In rd, 1 yr) 746.2 ft L
0.14133 mi.
2 Lanes
$150.00
$424.00
0%
$424.00
44
VDOT admin. Cost recovery fee(1 lane) 746.2 ft L
0.14133 mi.
2 Lanes
$100.00
$532.67
0%
$532.67
t Link: http://www.virginiadot.org/business/resources/const/DistrictAverages.pdf
* block 27 bond excludes 2 pipe outfalls: 163.7' to UBP, 200' to SB
cost sum
$439,890.47
$97,541.09
(these pipes bonded w/block 28-29B -see JA EMAIL to D. Brockman, 11-30-15)ejgt
$0.00
$0.00
contingency
$43,989.05
$9,754.11
Total
$483,880
$107,300
I:\DEPT\Community Development\Engineering Division\Emily Cox\Road Bond Reductions\SUB201500123\Bond red uction_RP_bond_est_5Nov2014-OTV-block27-SUB201500123_RP_120115Asx 6/2/2017