HomeMy WebLinkAboutSUB201200086 Legacy Document 2015-01-26Subdivision 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. 14 +00 - 18 +68.14 /cul -de -sac (pavement/sidewalk/drainage)
NOTE 2: Plat IIIC only -JEA, 01 -22 -15
Item # Item
Road Name -Mill Stone Lane - Birmingham Drive, on plat (14 +00 - 18 +68.14)
' road L, excludes cul- de-sac
Unit Cost
road length * 425.0 ft
1 aggregate base, VDOT 21 -A
6.0 in d
425.0 ft L 26.0 ft W
2 asphalt base (BM -25 interm course)
3.0 in d
425.0 ft L 26.0 ft W
3 1.5" asphalt surface course, SM -9.5A, sh,
1.5 in d
425.0 ft L 26.0 ft W
4 aggreg. base, cul- de-sac bulb, 21 -A
6.0 in d
6362.0 ft L 1.0 ftW equiv 45'R
5 asphalt base, cul -de -sac bulb
3.0 in d
6362.0 ft L 1.0 ft W
6 1.5" asphalt surface, cul -de -sac bulb
1.5 in d
6362.0 ft L 1.0 ft W
Road Name - Birchwood Hill Road (sta. 10 +13 - 13 +00)
road length 287.0 ft
1 aggregate base, VDOT 21 -A
8.0 in d
287.0 ft L 26.0 ft W
2 asphalt base (BM -25 interm course)
3.0 in d
287.0 ft L 26.0 ft W
3 1.5" asphalt surface course, SM -9.5A
1.5 in d
287.0 ft L 26.0 ft W
7 curb CG -6, approx
0%
(Total ROAD L 2) - 25'+ (n . 90')
8 sidewalk, concrete (6), approx (from plat line /curve table)
(Total ROAD L' 2) - 25'+ (n - 9o')+ in x .7!
9 ramp CG -12
$9,887.55
0%
10 street name sign
58.5
tons
11 traffic control sign
$5,338.90
0%
12 Street Landscape, this phase only
348.2
0 Each
13 guardrail
$8,705.67
4 ES @ 0
14 drop inlet or grate
137.1
tons
15 standard manhole frame top (not inlet)
$11,597.12
0%
16 manhole structure (per ft. rise)
68.6
Total HT. - TJNLET
17 pipe, rcp, cmp (15 to 48 ")
15.0 in d
0 ES -1,2 0 EC -1
18 pipe, rcp, cmp (15 to 48 ")
18.0 in d
0 ES -1,2 0 EC -1
18 pipe, rcp, cmp (15 to 48 ")
24.0 in d
1 ES -1,2 0 EC -1
19 pipe, rep, cmp (15 to 48 ")
42.0 in d
2 ES -1,2 0 EC -1
rip -rap, placed
3.5 ft d
30.0 ft L 25.0 ft W
matting, EC -2 or 3
2
30.0 ft L 25.0 ft W
20 clear and grub (Birchwood, 3) -ref County GIS, Photometric
150.0 ft L 75.0 ft W
21 clear and grub (Mill Stone Ln ±)
$700.00
0.0 ft L 0.0 ft W
21 cut grading
$200.00
$200.00
22 fill grading
$200.00
1
20 as -built drawings (1k+ price per 0.1 mi.)
$200.00
712.0 ft L 0.13485 mi.
21 survey and layout (price per 0.1 mi.)
$200.00
712.0 ft L 0.13485 mi.
22 mobilization
$150.00
$3,600.00
23 materials testing
$3,600.00
712.0 ft L 1.424 inc of 500'
24 compaction testing
$17.00
712.0 ft L 1.424 inc of 500'
25 CBR tests (1 every 0.1 mi. per road)
$0.00
712.0 ft L 1.424 inc of 500'
26 stone depth inspections
$3,500.00
712.0 ft L 1.424 inc of 500'
27 pavement inspections
$7,000.00
712.0 ft L 1.424 inc of 500'
28 pipe and drainage video inspections
$500.00
$0.00
29 VDOT surety (1 lane)
$0.00
712.0 ft L 0.13485 mi.
30 VDOT maintenance fee (1 In rd, 1 yr)
$450.00
712.0 ft L 0.13485 mi.
31 VDOT admin. Cost recovery fee(1 lane)
$22,950.00
712.0 ft L 0.13485 mi.
JEA- 012215
No.
Unit
Unit Cost
Cost
contingency
$41,036.19
Total
$451,400
installed
% compete
cost remaining
386.8
ton
$25.00
$9,668.75
0%
$9,668.75
203.0
tons
$84.58
$17,173.44
0%
$17,173.44
101.5
tons
$91.34
$9,273.01
0%
$9,273.01
222.7
ton
$25.00
$5,566.75
0%
$5,566.75
116.9
tons
$84.58
$9,887.55
0%
$9,887.55
58.5
tons
$91.34
$5,338.90
0%
$5,338.90
348.2
ton
$25.00
$8,705.67
0%
$8,705.67
137.1
tons
$84.58
$11,597.12
0%
$11,597.12
68.6
tons
$91.34
$6,262.01
0%
$6,262.01
1682.0
ft
$15.00
$25,230.00
0%
$25,230.00
1726.0
ft
$17.00
$29,342.00
0%
$29,342.00
2
ft
$350.00
$700.00
0%
$700.00
1
each
$200.00
$200.00
0%
$200.00
1
each
$200.00
$200.00
0%
$200.00
24
each
$150.00
$3,600.00
0%
$3,600.00
0.0
ft
$17.00
$0.00
0%
$0.00
2
each
$3,500.00
$7,000.00
0%
$7,000.00
0
each
$500.00
$0.00
0%
$0.00
51
ft
$450.00
$22,950.00
0%
$22,950.00
641.0
ft
$35.00
$22,435.00
0%
$22,435.00
349.0
ft
$40.00
$13,960.00
0%
$13,960.00
415.0
ft
$50.00
$21,250.00
0%
$21,250.00
226.0
ft
$75.00
$17,950.00
0%
$17,950.00
157.5
ton
$60.00
$9,450.00
0%
$9,450.00
83.3
sy
$2.00
$166.67
0%
$166.67
0.3
acre
$24,000.00
$6,198.35
0%
$6,198.35
1.1
acre
$24,000.00
$26,664.00
0%
$26,664.00
1847.0
cy
$4.00
$7,388.00
0%
$7,388.00
4011.0
cy
$9.00
$36,099.00
0%
$36,099.00
21sum
$2,000.00
$5,000.00
0%
$5,000.00
21sum
$2,000.00
$5,000.00
0%
$5,000.00
1
Isum
$500.00
$500.00
0%
$500.00
3
each
$200.00
$500.00
0%
$500.00
3
each
$200.00
$500.00
0%
$500.00
3
each
$200.00
$500.00
0%
$500.00
3
each
$200.00
$500.00
0%
$500.00
3
each
$200.00
$500.00
0%
$500.00
1631
ft
$2.00
$3,262.00
0%
$3,262.00
2
Lanes
$2,000.00
$5,393.94
0%
$5,393.94
2
Lanes
$150.00
$404.55
0%
$404.55
2
Lanes
$100.00
$519.70
0%
$519.70
cost sum
$356,836.39
proj mgmt
$53,525.46
contingency
$41,036.19
Total
$451,400
$356,836.39
$53,525.46
$41,036.19
$451,400
C:\ Users \janderson2 \Documents \PROJ comments\ bonds \RP_ bond_ est_ 2June2013- SUB201200086_Creekside III Phase IIIC- 012215.xlsx 1/22/2015