HomeMy WebLinkAboutSUB201900049 Bond Estimates 2020-02-10 (2)Project Name: UVA Reseach Park Loop Road, Road Plan SUB201900049 /WP0201900021
Plan #: SUB201900049
TMP(s): 03200-00-00-006R0, 03200-00-00-018005 03200-00-00-018BO
Date Estimate complete: 2/10/20
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Item
Road Name: Loop Road (private)
Begin station 10+00.00
End station 21+42.07
aggregate base 8.0 in d
blotted or prime&double seal
asphalt base (2" 1M-9.OA; 4" BM-25.OD; Ci 1) 6.0 in d
asphalt surface 1.5 in d
Loop Road, Entry, wB Begin station 10+00.00
Innovation Drive End station 10+86.."
to begin westbound aggregate base 8.0 in d
105' taper (16' to 14') blotted or prime&double seal
asphalt base (2" 1M-9.OA; 4" BM-25.OD; Ci i) 6.0 in d
asphalt surface Ol" 1.5 in d
Loop Road, Entry, wB Begin station 10+86.00
Sta. 10+86 (±) End station 11+91.00
to end westbound aggregate base 8.0 in d
105' taper (14' FC/CL) blotted or prime&double seal
incl. 6' wide striped pavement asphalt base (2" 1M-9.OA; 4" sM-25.01); C1.1) 6.0 in d
median taper to 0' asphalt surface 1.5 in d
Loop Road, Entry, wB Begin station 11+91.00
Sta. 11+91(±) to End station 13+30.64
Int. Loop Road (private) aggregate base 8.0 in d
(14' pvmnt width FC/CL) blotted or prime&double seal
asphalt base (2" 1M-9.OA; 4" BM-25.OD; Ci i) 1 6.0 in d
asphalt surface 1.5 in d
Loop Road, Entry, EB Begin station 10+00.r
Innovation Drive End station 11+39.00d
to begin EBL 2-lane aggregate base 8. in d
to 1-1ane transition blotted or prime&double seal
(24' FC/Median FC) asphalt base (2" iM-9.OA; 4" sM-25.on; CLI) in d
asphalt surface 1. in d
Loop Road, Entry Begin station 11+39.001
Eastbound End station 12+39.00
transition to I lane aggregate base 8.0 in d
(24' FC/Median -to- 14' FC/CL) blotted or prime&double seal
asphalt base (2" 1M-9.OA; 4" BM-25.OD; s1.1) 6.0 in d
asphalt surface 1.5 in d
Loop Road, Entry lBegin station 12+39.00
No. Unit Unit Cost Cost
installed
compete cost remaining
road length 1142.1 ft
1142.1 ft L ft W
1332.4 ton
$35.00
$46,634.53
0%
$46,634.53
ft Lft W
0.0 sy
$10.00
$0.00
0%
$0.00
k.0
1142.1 ft L.0 ft W
839.4 tons
$120.00
$100,730.57
0%
$100,730.57
1142.1ft L.0 ft W
209.9 tons
$140.00
$29,379.75
0%
$29,379.75
road length 86.0 ft
86.0 ft L FW1.0 ft W
84.3 ton
$35.00
$2,949.80
0%
$2,949.80
ft L ft W
0.0 sy
$10.00
$0.00
0%
$0.00
86.0 ft L
ft W
50.6 tons
$120.00
$6,068.16
0%
$6,068.16
86.0 ft L
*6.0
6.0 ft W
12.6 tons
$140.00
$1,769.88
0%
$1,769.88
road length 105.0 ft
105.0 ft L 20.5 ft W Ave. width
100.5 ton
$35.00
$3,515.75
0%
$3,515.75
ft L ft W Ave. width
0.0 sy
$10.00
$0.00
0%
$0.00
105.0 ft L ft W Ave. width
69.5 tons
$120.00
$8,334.90
0%
$8,334.90
�8.0
105.0 ft L 8.0 ft W Ave. width
17.4 tons
$140.00
$2,431.01
0%
$2,431.01
road length 139.6 ft
139.6 ft L 16.5 It W
107.5 ton
$35.00
$3,763.30
0%
$3,763.30
It L It W
0.0 sy
$10.00
$0.00
0%
$0.00
139.6 ft L 14.0 It W
71.8 tons
$120.00
$8,621.37
0%
$8,621.37
139.6 ft L , 14.0 ft W
18.0 tons
$140.00
$2,514.57
0%
$2,514.57
road length 139.0 ft
139.0 ft L 27.0 ft W
175.1 ton
$35.00
$6,129.90
0%
$6,129.90
ft L ft W
0.0 sy
$10.00
$0.00
0%
$0.00
139.0 ft L 4.0 ft W
122.6 tons
$120.00
$14,711.76
0%
$14,711.76
139.0 ft L 24.0 ft W
30.6 tons
$140.00
$4,290.93
0%
$4,290.93
road length 100.0 ft
100.0 ft L 21.5 ft W Ave. width
100.3 ton
$35.00
$3,511.67
0%
$3,511.67
ft L ft W Ave. width
0.0 sy
$10.00
$0.00
0%
$0.00
100.0 It L 19.0 ft W Ave. width
69.8 tons
$120.00
$8,379.00
0%
$8,379.00
100.0 It L 19.0 ft W Ave. width
17.5 tons
$140.00
$2,443.88
0%
$2,443.88
irk\I-drive offload 102519 JO DO to cloud\anderson\040918_bonds\estimates\SUB201900049 UVA Research Park Loop Road,_RP_bond_est-021020.xlsx 2/10/2020
Project Name: UVA Reseach Park Loop Road, Road Plan SUB201900049 /WP0201900021
Plan #: SUB201900049
TMP(s): 03200-00-00-006R0, 03200-00-00-018005 03200-00-00-018BO
Date Estimate complete: 2/10/20
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Item
Road Name: Loop Road (private)
Eastbound
End station 13+30.64.j
road length 91.6 ft
Sta. 12+39 (±) to
aggregate base 8. in d
91.6 ft L 16.5 ft W
Int. Loop Road (private)
blotted or prime&double seal
ftL ft W
(14' pvmnt width FC/CL)
asphalt base (2" IM-9.0A; 4" BM-25.WJ; s l l) 6.0 in d
91.6 ft L 14.0 ft W
I
asphalt surface 1.5 in d
91.6 ft L 14.0 ft W
Loop Road, right-angle
Begin station 00+01.0M
Int. radius pvmt
End station 00+02.00j
road length 1.0 ft
aggregate base 8.0 in d
1.0 ft L r 2146.0 ft W
blotted or prime&double seal
1.0 ft L I ft W
asphalt base (2" IM-9.0A; 4" an4-25.013; CLI) 0 6.0 in d
1.0 ft L 2146.0 ft W
asphalt surface 1.5 in d
1.0 ft L 2146.0 ft W
Innovation Drive
Begin station 00+00.00
( Mill /pave)
End station 01+46.00
road length 146.0 ft
aggregate base 0.0 in d
146.0 ftL
blotted or prime&double seal
ft LlftW
ft W
asphalt base 0.0 in d
146.0 ft Lft W
asphalt surface (2" SM-9.5A) 2.0 in d
146.0 ft Lft W
curb CG-2
curb CG-6
underdrain, UD-4
sidewalk, concrete (6) - Loop Rd. Entry, then Loop Rd. east side, + 660, west side
ramp CG-12
street name sign
traffic control sign (stop, No parking, speed limit)
Street Landscape Each
guardrail
ES @ 3000
drop inlet or grate
standard manhole frame top (not inlet)
manhole structure (per ft. rise)
EC-0
pipe, rcp, cmp (12") 12.0 in d 0 ES-1,JEW
pipe, rcp, cmp (15 to 48") 15.0 in d
0 ES-1,EC-1
pipe, rcp, cmp (15 to 48") 18.0 in d
0 ES-1,EC-1
pipe, rcp, cmp (60 to 108") 96.0 in d
�2.0
0 ES-1,EC-1
rip -rap, placed ft d
0.0 ft L
matting, EC-2 or 3
0.0 ft L
clear and grub (for wooded sites) ; match sec. rnn
2944.0 ft L
cut grading
cut locations: Entry, sta. 12+50-13+00 (3'); Loop (Pvt.): 10+00-10+75
(3'); 13+00-18+00 (2');20+25-21+25(3')
fill grading
fill locations: Entry, sta. 10+50-12+50 (-6'); Loop (Pvt.): 11+00-13+00(2');
18+25-20+25 (2')
as -built drawings (1k+ price per 0.1 mi.)
1472.7 ft L 0.27892 mi.
survey and layout (price per 0.1 mi.)
1472.7 ft L 0.27892 mi.
No. Unit Unit Cost Cost
installed
% compete cost remaining
70.6 ton
$35.00
$2,469.70
0%
$2,469.70
0.0 sy
$10.00
$0.00
0%
$0.00
47.1 tons
$120.00
$5,657.85
0%
$5,657.85
11.8 tons
$140.00
$1,650.21
0%
$1,650.21
100.1 ton
$35.00
$3,505.13
0%
$3,505.13
0.0 sy
$10.00
$0.00
0%
$0.00
78.9 tons
$120.00
$9,463.86
0%
$9,463.86
19.7 tons
$140.00
$2,760.29
0%
$2,760.29
0.0 ton
$35.00
$0.00
0%
$0.00
0.0 sy
$10.00
$0.00
0%
$0.00
0.0 tons
$120.00
$0.00
0%
$0.00
21.5 tons
$140.00
$3,004.68
0%
$3,004.68
0.0 ft
$16.00
$0.00
0%
$0.00
2946.0 ft
$19.00
$55,974.00
0%
$55,974.00
2946.0 ft
$6.00
$17,676.00
0%
$17,676.00
2135.0 ft
$25.00
$53,375.00
0%
$53,375.00
8 each
$350.00
$2,800.00
0%
$2,800.00
1 each
$200.00
$200.00
0%
$200.00
20 each
$200.00
$4,000.00
0%
$4,000.00
59 each
$150.00
$8,850.00
0%
$8,850.00
--M ft
$17.00
$408.00
0%
$408.00
10 each
$3,500.00
$35,000.00
0%
$35,000.00
0 each
$500.00
$0.00
0%
$0.00
44 ft
$450.00
$19,800.00
0%
$19,800.00
0.0 ft
$25.00
$0.00
0%
$0.00
553.0 ft
$35.00
$19,355.00
0%
$19,355.00
345.0 ft
$40.00
$14,800.00
0%
$14,800.00
OAR
$320.00
$0.00
0%
$0.00
0.0 ton
$60.00
$0.00
0%
$0.00
0.0 sy
$2.00
$0.00
0%
$0.00
4.6 acre
$24,000.00
$111,596.25
0%
$111,596.25
-cy
$6.00
$29,302.20
0%
$29,302.20
-cy
$12.00
$84,624.00
0%
$84,624.00
31sum
$2,000.00
$7,000.00
0%
$7,000.00
31sum
$2,000.00
$7,000.00
0%
$7,000.00
irk\I-drive offload 102519 JO DO to cloud\anderson\040918_bonds\estimates\SUB201900049 UVA Research Park Loop Road,_RP_bond_est-021020.xlsx 2/10/2020
Project Name: UVA Reseach Park Loop Road, Road Plan SUB201900049 /WP0201900021
Plan M SUB201900049
TMP(s): 03200-00-00-006110, 03200-00-00-018003 03200-00-00-018BO
Date Estimate complete: 2/10/20
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Item
No. Unit
Unit Cost
Cost
(installed)
% compete cost remaining
Road Name: Loop Road (private)
mobilization
1 Isum
$5,000.00
$5,000.00
0%
$5,000.00
materials testing 1472.7 ft L 2.94542 inc of 500'
4 each
$200.00
$800.00
0%
$800.00
compaction testing 1472.7 ft L 2.94542 inc of 500'
4 each
$200.00
$800.00
0%
$800.00
CBR tests (1 every 0.1 mi. per road) 1472.7 ft L 2.94542 inc of 500'
4 each
$200.00
$800.00
0%
$800.00
stone depth inspections 1472.7 ft L 2.94542 inc of 500'
4 each
$200.00
$800.00
0%
$800.00
pavement inspections 1472.7 ft L 2.94542 inc of 500'
4 each
$200.00
$800.00
0%
$800.00
pipe and drainage video inspections ($500 min)
898 ft
$1.00
$898.00
0%
$898.00
VDOT surety (1 lane) 0.0 ft L 0 mi.
0 Lanes
$2,000.00
$0.00
0%
$0.00
VDOT maintenance fee (1 In rd, 1 yr) 0.0 ft L 0 mi.
0 Lanes
$150.00
$0.00
0%
$0.00
VDOT admin. Cost recovery fee(1 lane) 0.0 ft L 0 mi.
0 Lanes
$100.00
$0.00
0%
$0.00
cost sum
$766,350.90
$766,350.90
SUB201900049 UVA Research Park Loop Road,_RP_bond_est-021020
contingency
$76,635.09
$76,635.09
Total
$842,990
$842,990
irk\kdrive offload 102519 JO DO to cloud\anderson\040918_bonds\estimates\SUB201900049 UVA Research Park Loop Road,_RP_bond_est-021020.xlsx 2/10/2020