HomeMy WebLinkAboutSUB201800220 Bond Estimates 2020-08-27Project Name: Road Plan (SUB201800220) for Timberwood Square
Plan M SUB201800220
TMP(s): 046134-00-00-00700, 046B4-00-00-007B0
Date Estimate complete: 8127120
Road and Infrastructure Construction
Bond Estimate
(roads, site work, storm sewer)
Item
No. Unit
Unit Cost
Cost
installed
%compete cost remaining
Road Name
Lois Lane Begin station
06+85.00
End station
10+00.00
road length 315.0 ft
aggregate base
6.0 in d
315.0 ft L 27.0 it W
297.7 ton
$35.00
$10,418.63
0%
$10,418.63
blotted or prime&double seal
315.0 ft L 0.0 ft W
0.0 sy
$10.00
$0.00
0%
$0.00
asphalt base
2.5 in d
315.0 ft L I 24.5 it W
118.2 tors
$120.00
$14,180.91
0%
$14,180.91
asphalt surface
2.0 in d
315.0 ft L 24.0 it W
92.6 tons
$140.00
$12,966.40
0%
$12,965.40
Leis Lane Begin Station
10+00.00
End station
10+70.00
road length 70.0 it
aggregate base
6.0 in d
70.0 ft L r 27.0 it W
66.2 ton
$35.00
$2,316.26
0%
$2,315.25
blotted or pdme&double seal
70.0 ft L 0.0 ft W
0.0 sy
$10.00
$0.00
0%
$0.00
asphalt base
2.5 in d
Lr
70.0 ft L 24.5 it W
26.3 tors
$120.00
$3,161.31
0%
$3,151.31
asphalt surface
1.5 in d
70.0 fl L 24.0 it W
15.4 tons
$140.00
$2,160.90
0%
$2,160.90
Lois Lane Begin station
10+70.00
End station
12+20.00
road length 160.0 ft
aggregate base
6.0 in d
150.0 ft L 42.5 it W
223.1 ton
$35.00
$7,809.38
0%
$7,809.38
blotted or prime&double seal
0
150.0 ft L 0.0 ft W
0.0 sy
$10.00
$0.00
0%
$0.00
asphalt base
2.5 in d
150.0 ft L 40.0 ft W
91.9 tors
$120.00
$11,026.00
0%
$11,025.00
asphalt surface
1.5 in d
L
150.0 ft L 39.5 it W
i
54.4 tors
$140.00
$7,621.03
0%
$7,621.03
Lois Lane Begin station
12+20.00
End station
13+64.00
road length 144.0 it
aggregate base
6.0 in d
144.0 ft L 0 ft W
0.0 ton
$35.00
$0.00
0%
$0.00
blotted or pdme&double seal
144.0 fl L 0.0 it W
0.0 sy
$10.00
$0.00
0%
$0.00
asphalt base
2.5 in d
144.0 ft L 0.0 ft W
0.0 tons
$120.00
$0.00
0%
$0.00
asphalt surface
1.5 in d
144.0 ft L 0.0 it W
0.0 tons
$140.00
$0.00
0%
$0.00
Lois Lane Begin Station
13+64.00
End station
14+64.00
road length 100.0 ft
aggregate base
6.0 in d
100.0 ft L 0.0 ft W
0.0 ton
$35.00
$0.00
0%
$0.00
blotted or prime&double seal
100.0 ft L 0.0 ft W
0.0 sy
$10.00
$0.00
0%
$0.00
asphalt base
2.5 in d
100.0 ft L 0.0 ft W
0.0 tons
$120.00
$0.00
0%
$0.00
asphalt surface
1.5 in d
L
100.0 ft L 0.0 it W
i
0.0 tons
$140.00
$0.00
0%
$0.00
Landon Lan Begin Station
10+00.00
End station
12+60.00
road length 250.0 ft
aggregate base
6.0 in d
250.0 ft L 5 ft W
529.4 ton
$35.00
$18,528.13
0%
$18,528.13
blotted or pdme&double seal
.0 ft W
250.0 ft L757.5
0.0 sy
$10.00
$0.00
0%
$0.00
asphalt base
2.5 in d
250.0 ft L.0 ft W
222.0 tors
$120.00
$26,643.75
0%
$26.643.75
asphalt surface
1.5 in d
250.0 ft L it W
132.1 tors
$140.00
$18,489.84
0%
$18,489.84
Landon Lan Begin Station
12+50.00
End station
13+64.00
road length 114.0 ft
aggregate base
6.0 in d
114.0 ft L 42.0 it
167.6 ton
$35.00
$5,866.30
0%
$5,865.30
blotted or pdme&double seal
114.0 ft L ft W
0.0 sy
$10.00
$0.00
0%
$0.00
trk\I-drive offload 102519 -TO DO to cloud\anderson\040918_bonds\estimates\SUB201800220_RP_bond_est_Engineering sharepoint 122019_082620.xlsx 8/27/2020
Project Name: Road Plan (SUB201800220) for Timberwood Square
Plan M SUB201800220
TMP(s): 046134-00-00-00700, 046B4-00-00-007BO
Date Estimate complete: 8127120
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Item
Road Name
asphalt base 2.5 in d
114.0 fl L
ft W
asphalt surface 1.5 in tl
114.0 fl L
0.0 ft W
curb CG-2
curb CG-6
underdrain, UDd
sidmalk, concrete (6)
ramp CG-12
street name sign
traffic control sign
Street Landscape: 11 Lois Lane, 7 Landon Law
Each
10
guardrail
ES @ 3000
drop inlet or grate
standard manhole frame lop (not inlet)
manhole structure (per ft. rise)
pipe, rcp, crop (12") 12.0 in dPoo
ES-1,1
0 ECA
pipe, rcp, crop (15 to 48") 15.0 in dES-1,2
0 EC4
pipe, rcp, crop (15 to 48") 18.0 in dES-1,2
0 EC4
pipe, rcp, crop (60 to 108") 24.0 in tlES-1,2
rip -rap, placed �ft dft
L
0 EC4
W
matting, EC-2 or 3
ft L
Mfi
ft W
Gear and grub (for wooded sites)
ft L
ft W
cut grading, grading complete, inspected Aug-18
fill grading, grading complete, inspected Aug-18
as -built drawings (1k+price per 0.1 mi.)
679.0 ft L
0.1286 mi.
survey and layout (price per 0.1 mi.)
679.0 ft L
0.1286 mi.
mobilization
materials testing
679.0 ft L
1.358 inc of 500'
compaction testing
679.0 ft L
1.358 inc of 500'
CBR tests (1 every 0.1 mi. per road)
679.0 ft L
1.358 inc of 500'
stone depth inspections
679.0 ft L
1.358 inc of 500'
pavement inspections
679.0 ft L
1.358 inc of 500'
pipe and drainage video inspections ($500 min)
VDOT surety (1 lane)
0.0 ft L
0 mi.
VDOT Inspection fee (1 In rd, 1 yr)
0.0 ft L
0 mi.
VDOT admin. Cost recovery fee(1 lane)
0.0 ft L
0 mi.
SUB201800220_IU'_boor! _cst_Engineering sh=point 122019_082720 rz
No. Unit
Unit Cost
Cost
installed
%compete
cost remaining
0.0 tons
$120.00
$0.00
0%
$0.00
0.0 tons
$140.00
$0.00
0%
$0.00
800.0 ft
$16.00
$12,800.00
0%
$12,800.00
790.0 ft
$19.00
$16,010.00
0%
$15,010.00
0.0 ft
$6.00
$0.00
0%
$0.00
1386.0 ft
$25.00
$34,650.00
0%
$34,650.00
12 ft
$350.00
$4,200.00
0%
$4,200.00
2 each
$200.00
$400.00
0%
$400.00
16 each
$200.00
$3,200.00
0%
$3,200.00
18 each
$150.00
$2,700.00
0%
$2,700.00
0.0 ft
$17.00
$0.00
0%
$0.00
4 each
$3,500.00
$14,000.00
0%
$14,000.00
4 each
$500.00
$2,000.00
0%
$2,000.00
a4 ft
$450.00
$37,800.00
0%
$37,800.00
445.0 ft
$25.00
$11,626.00
0%
$11,625.00
131.0 ft
$35.00
$4,686.00
0%
$4,585.00
96.0 ft
$40.00
$4,340.00
0%
$4,340.00
235.0 ft
$0.00
$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
0.0 acre
$24,000.00
$0.00
0%
$0.00
O+cy
$6.00
$0.00
0%
$0.00
cY
$12.00
$0.00
0%
$0.00
21sum
$2,000.00
$6,000.00
0%
$5,000.00
21sum
$2,000.00
$6,000.00
0%
$5,000.00
1 lsum
$5,000.00
$6,000.00
0%
$5,000.00
2 each
$200.00
$480.00
0%
$480.00
2 each
$200.00
$480.00
0%
$480.00
2 each
$200.00
$480.00
0%
$480.00
2 each
$200.00
$480.00
0%
$480.00
2 each
$200.00
$480.00
0%
$480.00
991 ft
$2.00
$1,982.00
0%
$1,982.00
0 Lanes
$3,000.00
$0.00
0%
$0.00
0 Lanes
$150.00
$0.00
0%
$0.00
L 0 Lanes
$250.00
$0.00
0%
$0.00
cost sum
$307,866.82
$307,866.82
contingency
$30,786.68
$30,786.68
Total
$338,660
$338,660
lrk\I-drive offload 102519 -TO DO to cloud\anderson\040918_bonds\estimates\SUB201800220_RP_bond_est_Engineering sharepoint 122019_082620.xlsx 8/27/2020