HomeMy WebLinkAboutSUB201200086 Legacy Document 2015-01-27Subdivision Name: Old Trail Creekside III -Phase III Road & Utility Plan
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Plan # SU B201200086
NOTE 1: Birchwood Hill Rd, sta. 10 +13 - 13 +00; Mill Stone Ln (Plat/Birmingham Dr), sta. 10 +14 - 18+68.14 /cul -de -sac (pavement/sidewalk/drainage)
$489,129.93
proj mgmt
$73,369.49
$73,369.49
NOTE 2: Plat IIIC only -JEA, 01- 22 -15, rev012715 -to Jarmans Gap
$56,249.94
$56,249.94
Total
$618,750
$618,750
Item #
Item
No. Unit
Unit Cost
Cost
installed
% compete cost remaining
Road Name
-Mill Stone Lane - Birmingham Drive, on plat (10 +14 - 18 +68.14)
' road L, excludes cul- de-sac
road length * 811.0 ft
1
aggregate base, VDOT 21 -A
6.0 in d
811.0 ft L 26.0 ft W
738.0 ton
$25.00
$18,450.25
0%
$18,450.25
2
asphalt base (BM -25 interm course)
3.0 in d
811.0 ft L 26.0 ft W
387.5 tons
$84.58
$32,770.97
0%
$32,770.97
3
1.5" asphalt surface course, SM -9.5A, sh,
1.5 in d
811.0 ft L 26.0 ft W
193.7 tons
$91.34
$17,695.08
0%
$17,695.08
4
aggreg. base, cul- de-sac bulb, 21 -A
6.0 in d
6362.0 ft L 1.0 ft W equiv 45'R
222.7 ton
$25.00
$5,566.75
0%
$5,566.75
5
asphalt base, cul -de -sac bulb
3.0 in d
6362.0 ft L 1.0 ft W
116.9 tons
$84.58
$9,887.55
0%
$9,887.55
6
1.5" asphalt surface, cul -de -sac bulb
1.5 in d
6362.0 ft L 1.0 ft W
58.5 tons
$91.34
$5,338.90
0%
$5,338.90
Road Name
- Birchwood Hill Road (sta. 10 +13 -
13 +00)
road length 287.0 ft
7
aggregate base, VDOT 21 -A
8.0 in d
287.0 ft L 26.0 ft W
348.2 ton
$25.00
$8,705.67
0%
$8,705.67
8
asphalt base (BM -25 interm course)
3.0 in d
287.0 ft L 26.0 ft W
137.1 tons
$84.58
$11,597.12
0%
$11,597.12
9
1.5" asphalt surface course, SM -9.5A
1.5 in d
287.0 ft L 26.0 ft W
68.6 tons
$91.34
$6,262.01
0%
$6,262.01
10
curb CG -6, approx
(Total ROAD L 2) - 25'+ (n . 90') =(386' x 2
2454.0 ft
$15.00
$36,810.00
0%
$36,810.00
11
sidewalk, concrete (6), approx (from plat
line /curve table)
(Total ROAD L' 2) - 25'+ (n x 90')+ (n x .7!
2498.0 ft
$17.00
$42,466.00
0%
$42,466.00
12
ramp CG -12
4 ft
$350.00
$1,400.00
0%
$1,400.00
13
street name sign
2 each
$200.00
$400.00
0%
$400.00
14
traffic control sign
2 each
$200.00
$400.00
0%
$400.00
15
Street Landscape, this phase only
0 Each
40 each
$150.00
$6,000.00
0%
$6,000.00
16
guardrail
4 ES @ 0
0.0 ft
$17.00
$0.00
0%
$0.00
17
drop inlet or grate
14 each
$3,500.00
$49,000.00
0%
$49,000.00
18
standard manhole frame top (not inlet)
0 each
$500.00
$0.00
0%
$0.00
19
manhole structure (per ft. rise)
Total HT. Mime 3'/INLET
53 ft
$450.00
$23,850.00
0%
$23,850.00
20
pipe, rcp, cmp (15 to 48 ")
15.0 in d
0 ES -1,2 0 EC -1
981.0 ft
$35.00
$34,335.00
0%
$34,335.00
21
pipe, rcp, cmp (15 to 48 ")
18.0 in d
0 ES -1,2 0 EC -1
349.0 ft
$40.00
$13,960.00
0%
$13,960.00
22
pipe, rcp, cmp (15 to 48 ")
24.0 in d
1 ES -1,2 0 EC -1
415.0 ft
$50.00
$21,250.00
0%
$21,250.00
23
pipe, rcp, cmp (15 to 48 ")
42.0 in d
2 ES -1,2 0 EC -1
226.0 ft
$75.00
$17,950.00
0%
$17,950.00
24
rip -rap, placed
3.5 ft d
30.0 ft L 25.0 ft W
157.5 ton
$60.00
$9,450.00
0%
$9,450.00
25
matting, EC -2 or 3
30.0 fl L 25.0 ft W
83.3 sy
$2.00
$166.67
0%
$166.67
26 culv #2
rip -rap, placed
2.0 ft d
6.0 fl L 5.0 ft W
3.6 ton
$60.00
$216.00
0%
$216.00
27 culv #2
matting, EC -2 or 3
6.0 fl L 5.0 ft W
3.3 sy
$2.00
$6.67
0%
$6.67
28
clear and grub (Birchwood, 3) -ref County GIS, Photometric
150.0 fl L 75.0 ft W
0.3 acre
$24,000.00
$6,198.35
0%
$6,198.35
29
clear and grub (Mill Stone Ln ±)
0.0 fl L 0.0 ft W
1.1 acre
$24,000.00
$26,664.00
0%
$26,664.00
30
cut grading
1847.0 cy
$4.00
$7,388.00
0%
$7,388.00
31
fill grading+ 844cy(rev012715)
4855.0 cy
$9.00
$43,695.00
0%
$43,695.00
32
as -built drawings (1 k +price per 0.1 mi.)
1098.0 flL 0.20795 mi.
3 Isum
$2,000.00
$7,000.00
0%
$7,000.00
33
survey and layout (price per 0.1 mi.)
1098.0 fl L 0.20795 mi.
3 Isum
$2,000.00
$7,000.00
0%
$7,000.00
34
mobilization
1 Isum
$500.00
$500.00
0%
$500.00
35
materials testing
1098.0 fl L 2.196 inc of 500'
3 each
$200.00
$640.00
0%
$640.00
36
compaction testing
1098.0 ft L 2.196 inc of 500'
3 each
$200.00
$640.00
0%
$640.00
37
CBR tests (1 every 0.1 mi. per road)
1098.0 ft L 2.196 inc of 500'
3 each
$200.00
$640.00
0%
$640.00
38
stone depth inspections
1098.0 ft L 2.196 inc of 500'
3 each
$200.00
$640.00
0%
$640.00
39
pavement inspections
1098.0 ft L 2.196 inc of 500'
3 each
$200.00
$640.00
0%
$640.00
40
pipe and drainage video inspections
1971 ft
$2.00
$3,942.00
0%
$3,942.00
41
VDOT surety (1 lane)
1098.0 ft L 0.20795 mi.
2 Lanes
$2,000.00
$8,318.18
0%
$8,318.18
42
VDOT maintenance fee (1 In rd, 1 yr)
1098.0 ft L 0.20795 mi.
2 Lanes
$150.00
$623.86
0%
$623.86
43
VDOT admin. Cost recovery fee(1 lane)
1098.0 ft L 0.20795 mi.
2 Lanes
$100.00
$665.91
0%
$665.91
JEA- 012215; rev 012715
cost sum
$489,129.93
$489,129.93
proj mgmt
$73,369.49
$73,369.49
contingency
$56,249.94
$56,249.94
Total
$618,750
$618,750
C:\ Users \janderson2 \Documents \PROJ comments\ bonds \RP_ bond_ est_ 2June2013- SUB201200086_Creekside III Phase IIIC- 012215rev012715.x1sx 1/27/2015