HomeMy WebLinkAboutSUB201800181 Bond Estimates 2018-11-16Hollymead Town Center Block C-6
Plan #: SUB201800181
TMP(s): 32-41 L
Date Estimate complete: 11/16/18
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Item No. Unit Unit Cost Cost
installed % compete cost remaining
Gilmore Drive
Begin station 10+40.00
End station 14+00.00 J road length 360.0 ft
aggregate base 6.0 in d 360.0 ft L 20.0 ft W 252.0 ton $35.00 $8,820.00 0% $8,820.00
blotted or prime&double seal 360.0 ft L 0.0 ft W 0.0 sy $10.00 $0.00 0% $0.00
asphalt base 2. in d 360.0 ft L 20.0 ft W 88.2 tons $120.00 $10,584.00 0% $10,584.00
asphalt surface 1. in d 360.0 it L ` 20.0 ft W 66.2 tons $140.00 $9,261.00 0% $9,261.00
curb CG-2 1603ft $16.00 $2,560.00 0% $2,560.00
curb CG-6 560.0 ft $19.00 $10,640.00 0% $10,640.00
underdrain, UD-4 0.0 ft $6.00 $0.00 0% $0.00
sidewalk, concrete (6) 0.0 ft $25.00 $0.00 0% $0.00
ramp CG-12 5 ft $350.00 $1,750.00 0% $1,750.00
street name sign each $200.00 $400.00 0% $400.00
traffic control sign each $200.00 $400.00 0% $400.00
Street Landscape Each 0 each $150.00 $0.00 0% $0.00
guardrail ES @ 3000 ft $17.00 $0.00 0% $0.00
drop inlet or grate Nq each $3,500.00 $0.00 0% $0.00
standard manhole frame top (not inlet) 0 each $500.00 $0.00 0% $0.00
manhole structure (per ft. rise) 0 ft $450.00 $0.00 0% $0.00
pipe, rcp, cmp (12") in d 0 ES-1,1Pw
EC-0 0.0 ft $25.00 $0.00 0% $0.00
pipe, rcp, cmp It to 48") 7,200ft
in d 0 ES-1,2EC-1 0.0 ft $35.00 $0.00 0% $0.00
pipe, rcp, cmp (15 to 48") in d 0 ES-1,2EC-1 0.0 ft $40.00 $0.00 0% $0.00
pipe, rcp, cmp (60 to 108") in d 0 ES-1,2EC-1 0.0 ft $320.00 $0.00 0% $0.00
rip -rap, placed d 0.0 ft L 0.0 ton $60.00 $0.00 0% $0.00
matting, EC-2 or 3 0.0 ft L 0.0 sy $2.00 $0.00 0% $0.00
clear and grub (for wooded sites) "ft L 0.0 acre $24,000.00 $0.00 0% $0.00
cut grading 7000.0 cy $6.00 $42,000.00 0% $42,000.00
fill grading 0.0 cy $12.00 $0.00 0% $0.00
as -built drawings (1 k + price per 0.1 mi.) 360.0 ft L 0.0682 mi. 1 Isum $2,000.00 $3,000.00 0% $3,000.00
survey and layout (price per 0.1 mi.) 360.0 ft L 0.0682 mi. 1 Isum $2,000.00 $3,000.00 0% $3,000.00
mobilization MIsum $5,000.00 $5,000.00 0% $5,000.00
materials testing 360.0 ft L 0.72 inc of 500' 2 each $200.00 $360.00 0% $360.00
compaction testing 360.0 ft L 0.72 inc of 500' 2 each $200.00 $360.00 0% $360.00
CBR tests (1 every 0.1 mi. per road) 360.0 ft L 0.72 inc of 500' 2 each $200.00 $360.00 0% $360.00
stone depth inspections 360.0 ft L 0.72 inc of 500' 2 each $200.00 $360.00 0% $360.00
pavement inspections 360.0 ft L 0.72 inc of 500' 2 each $200.00 $360.00 0% $360.00
pipe and drainage video inspections ($500 min) ft $1.00 $0.00 0% $0.00
VDOT surety (1 lane) 360.0 ft L 0.0682 mi. Lanes $2,000.00 $0.00 0% $0.00
VDOT maintenance fee (1 In rd, 1 yr) 360.0 ft L 0.0682 mi. Lanes $150.00 $0.00 0% $0.00
VDOT admin. Cost recovery fee(1 lane) 360.0 ft L 0.0682 mi. ELanes $100.00 $0.00 0% $0.00
cost sum $99,215.00 $99,215.00
contingency $9,921.50 $9,921.50
SUB2o1800181-SDP201700029 HTC Block C6_RP_bond _est ii 6a8 mw.xls Total $109,140 $109,140
I:\DEPT\Community Development\Engineering Division\1-Staff Folders\anderson\040918_bonds\estimates\HTC-C6\SUB201800181-SDP201700029 HTC Block C6_RP_bond_est 11-16-18 mw.xls 11/16/2018
Hollymead Town Center Block C-6
Plan #: SUB201800181
TMP(s): 32-41 L
Date Estimate complete: 11/16/18
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Item No. Unit Unit Cost Cost
installed % compete cost remaining
Bushwood Lane
Begin station 10+20.00
End station 14+30.00 road length 410.0 ft
aggregate base 6.0 in d 410.0 It LF"O.Oftw
0.0 ft W 287.0 ton $35.00 $10,045.00 0% $10,045.00
blotted or prime&double seal 410.0 ft L0.0 ft W 0.0 sy $10.00 $0.00 0% $0.00
asphalt base 2. in d 410.0 ft L0.0 ft W 100.5 tons $120.00 $12,054.00 0% $12,054.00
asphalt surface 1. in d 410.0 ft L 75.3 tons $140.00 $10,547.25 0% $10,547.25
curbCG-2 300. ft $16.00 $4,800.00 0% $4,800.00
curb CG-6 520.0 ft $19.00 $9,880.00 0% $9,880.00
underdrain, UD-4 0.0 ft $6.00 $0.00 0% $0.00
sidewalk, concrete (6) 0.0 ft $25.00 $0.00 0% $0.00
ramp CG-12 2 ft $350.00 $700.00 0% $700.00
street name sign each $200.00 $200.00 0% $200.00
traffic control sign each $200.00 $200.00 0% $200.00
Street Landscape Each 0 each $150.00 $0.00 0% $0.00
guardrail ES @ 3000 0.0 ft $17.00 $0.00 0% $0.00
drop inlet or grate 4 each $3,500.00 $14,000.00 0% $14,000.00
standard manhole frame top (not inlet) 0 each $500.00 $0.00 0% $0.00
manhole structure (per ft. rise) 21 ft $450.00 $9,450.00 0% $9,450.00
pipe, rcp, cmp (12") in d 0 ES-1,1Pw
EC-0 0.0 ft $25.00 $0.00 0% $0.00
pipe, rcp, cmp Its to 48") 7,200ft
in d 0 ES-1,2EC-1 317.0 ft $35.00 $11,095.00 0% $11,095.00
pipe, rcp, cmp (15 to 48") in d 0 ES-1,2EC-1 0.0 ft $40.00 $0.00 0% $0.00
pipe, rcp, cmp (60 to 108") in d 0 ES-1,2EC-1 0.0 ft $320.00 $0.00 0% $0.00
rip -rap, placed d 0.0 ft L 0.0 ton $60.00 $0.00 0% $0.00
matting, EC-2 or 3 0.0 ft L 0.0 sy $2.00 $0.00 0% $0.00
clear and grub (for wooded sites) OAR L 0.0 acre $24,000.00 $0.00 0% $0.00
cut grading 5000.0 cy $6.00 $30,000.00 0% $30,000.00
fill grading 0.0 cy $12.00 $0.00 0% $0.00
as -built drawings (1 k + price per 0.1 mi.) 410.0 ft L 0.0777 mi. 1 Isum $2,000.00 $3,000.00 0% $3,000.00
survey and layout (price per 0.1 mi.) 410.0 ft L 0.0777 mi. 1 Isum $2,000.00 $3,000.00 0% $3,000.00
mobilization MIsum $5,000.00 $5,000.00 0% $5,000.00
materials testing 410.0 ft L 0.82 inc of 500' 2 each $200.00 $380.00 0% $380.00
compaction testing 410.0 ft L 0.82 inc of 500' 2 each $200.00 $380.00 0% $380.00
CBR tests (1 every 0.1 mi. per road) 410.0 ft L 0.82 inc of 500' 2 each $200.00 $380.00 0% $380.00
stone depth inspections 410.0 ft L 0.82 inc of 500' 2 each $200.00 $380.00 0% $380.00
pavement inspections 410.0 ft L 0.82 inc of 500' 2 each $200.00 $380.00 0% $380.00
pipe and drainage video inspections ($500 min) ft $1.00 $500.00 0% $500.00
VDOT surety (1 lane) 410.0 ft L 0.0777 mi. Lanes $2,000.00 $0.00 0% $0.00
VDOT maintenance fee (1 In rd, 1 yr) 410.0 ft L 0.0777 mi. Lanes $150.00 $0.00 0% $0.00
VDOT admin. Cost recovery fee(1 lane) 410.0 ft L 0.0777 mi. ELanes $100.00 $0.00 0% $0.00
cost sum $126,371.25 $126,371.25
contingency $12,637.13 $12,637.13
SUB2o1800181-SDP201700029 HTC Block C6_RP_bond _est ii 6a8 mw.xls Total $139,010 $139,010
I:\DEPT\Community Development\Engineering Division\1-Staff Folders\anderson\040918_bonds\estimates\HTC-C6\SUB201800181-SDP201700029 HTC Block C6_RP_bond_est 11-16-18 mw.xls 11/16/2018