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Home My WebLink AboutSUB201700074 Bond Release 2020-12-18Project Name: Final Subdivision Plat, Hollymead Towncenter Block C6, Tax Map 32, Parcel 41 L Plan #: SUB201800181 TMP(s): 32-41 L Date reduction /release calculated: 12/18/20 Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer) Item No. Unit Unit Cost Cost (installed) % compete cost remaining Caddy Alley Begin station 10+40.00 End station 14+00.00 road length 360.0 ft aggregate base 6.0 in d 360.0 ft L R W 252.0 ton Woo $8,820.00 100% $0.00 blotted or pdmeMouble seal 360.0 ft L 0.0 ft W 0.0 sy $10.00 $0.00 0% $0.00 asphalt base in d 360.0 ft L .0 ft W $8.2 tons $120.00 $10.584.00 100% $0.00 asphalt surface in d 360.0 ft L ft W 66.2 tons $140.00 $9,261.00 100% $0.00 curb CG2 160.0ft $16.00 $2.560.00 100% $0,00 curb CO6 560.0ft $19.00 $10.640.00 100% $0,00 underdrain, UD< 0.0 ft $6.00 $0.00 0% $0,00 sidevslk, concrete (6) 0.0 ft $25.00 $0.00 0% $0,00 ramp CG12 5ft $moo $1,750.00 100% $0,00 street name sign 2 each $200.00 $400.00 100% $0,00 traffic control sign 2each $200.00 $400.00 100% $0,00 Street Landscape .Each 0each $150.00 $0.00 0% $0.00 guardrail ES® 3000 0.0 ft $17.00 $0.00 0% $0,00 drop inlet or grate 0each $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, not, cmp (12') min d MENJES1,1 0 EC-0 0.0 ft $26.00 $0.00 0% $0,00 pipe, not, crop (15 to 48') 15.0 in d 0 ES1,2 0 EC -1 0.0 ft Woo $0.00 0% $0,00 pipe, rcp, crop (15 to 48') 18.0 in d 0 EC-1 0 ES1,dftftft 0.0 ft $40.00 $0.00 0% $0,00 pipe, not, crop (60 to 108') 96.0 in d 0 ES1,0 EC-1 0.0 ft $320.00 $0.00 0% $0,00 dp-mp, placed 2.0 ft d 0.0 ft LW 0.0 ton $60.00 $0.00 0% $0,00 mating, EC-2 or 3 0.0 ft LW 0.0 sy $2.00 $0.00 0% $0,00 dear and grub (forvooded sites) w aft LW 0.0 acre $24,000.00 $0.00 0% $0,00 cr4gmding 70000 cy $6.00 E42,000.00 100% $0,00 fill grading 0.0 cy $1200 $0.00 0% $0,00 as-builtdmvMgsIII, + price per 0.1 mi.) 360.0 ftL 0.0682 mi. 1lsum $2,000,00 $3,000.00 100% $0,00 surveyand layout (price per0.1 mi.) 360.0 ftL 0.0682 mi. 1/sum $2,000,00 $3,000.00 100% $0,00 mobilization -Isum $5,000,00 $5,000.00 100% $0,00 materials testing 360.0 ft L 0.72 inc of 500' 2 each $200,00 $360.00 100% $0.00 compaction testing 360.0 ft L 0.72 inc of 500' 2 each $200,00 $360.00 100% $0.00 CBR tests (1 every 0.1 mi. per mad) 360.0 ft L 0.72 inc of 500' 2 each $200,00 $360.00 100% $0.00 stone depth inspections 360.0 ft L 0.72 inc of 500' 2 each $200,00 $360.00 100% $0.00 pavement inspections 360.0 ft L 0.72 inc of 500' 2 each $200,00 $360.00 100% $0.00 pipe and drainage video inspections ($500 min) 00 0.00 0% $0.000. VDOT surety (l lane) 380.OflL 0.0882 mi. Lanes fil-aneefl00 00, $2,00 $0.00 0% $0.00 VDOT maintenance fee (1 In rd,1 yr) 360.0 ft L 0.0682 mi. Lanes $IW.00 $0.00 0% $0.00 VDOT admin. Cost recovery fee(1 lane) 360.0 ft L 0.0682 mi. $100.00 $0.00 0% $0.00 cost sum $99,215.00 $0.00 contingency E9,921.50 $0.00 StmB.oSrsu&-SDPaor.000a9HTCalack C6"bmd_est ii-i6i8 mw reviai8aoja.alx Total $109,140 $0 rk\I-drive offload 102519 -TO DO to cloud\andemon\040918_1>ondsVeduction\SUB201800181-SDP201700029 HTC Block C6_RP_bond_est 11-16-18 mw_Mvl21820Ja.xls 12/18/2020 Project Name: Final Subdivision Plat, Hollymead Towncenter Block C6, Tax Map 32, Parcel 41 L Plan #: SUB201800181 TMP(s): 32-41 L Date reduction /release calculated: 12/18/20 Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer) Item No. Unit Unit Cost Cost (installed) % compete cost remaining Bushwood Alley Begin station 10+20.00 End station 14+30.00 roatl length 410.0 ft aggregate base 60 in d 410.0 ft L ft W 287.0 ton Woo $10.045.00 100% s0.00 blotted or prime8double seal ft W 410.0 ft L5ftW 0.0 sy $10.00 $0.00 0% $0.00 asphalt base in d 410.0 ft Lft W 100.5 tons $120.00 $12.054.00 100% $0.00 asphalt surface in d 410.0 ft L 75.3 tons $140.00 $10,547.25 100% $0.00 curb CG2 300.0ft $16.00 $4.800.00 100% $0,00 curb CO 520.0ft $19.00 $9.880.00 100% $0,00 underdrain, UD< 0.0 ft $6.00 $0.00 0% $0,00 sidevralk, concrete (6) 0.0 ft $25.00 $0.00 0% $0,00 ramp CG12 2fl $moo $700.00 100% $0,00 street name sign 1 each $200.00 $200.00 100% $0,00 traffic control sign 1 each $200.00 $200.00 100% $0,00 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 4each $3.500.00 $14,000.00 100% $0,00 standard manhole frame top (not inlet) 0 each 5500.00 $0.00 0% $0,00 manhole structure (par ft. rise) 21ft $450.00 $9,450.00 100% $0,00 pipe, op, crop (12') min d MENJES1,1 0 EC-0 0.0 ft $25.00 $0.00 0% $0,00 pipe, op, crop (15 to 48') 15.0 in d 0 ES1,2 0 EC-1 317.0 ft Woo $11.095.00 100% $0,00 pipe, rcp, crop (15 to 48') 18.0 in d 0 EC-1 0 ES1,dftftft 0.0 ft $40.00 $0.00 0% $0,00 pipe, op, crop (60 to 108') 96.0 in d 0 ES1,0 EC-1 0.0 ft $320.00 $0.00 0% $0,00 rip -rep, placed 2.0 ft d 0.0 ft LW 0.0 ton $60.00 $0.00 0% $0,00 moping, EC-2 or 3 0.0 ft LW 0.0 sy $2.00 $0.00 0% $0,00 dear and grub (farvgoded sites) w aft LW 0.0 acre S24,000.00 $0.00 0% $0,00 ctgrading 50000 cy $6.00 $30,000,00 100% $0,00 fill grading 0.0 cy $12A0 $0,00 0% $0,00 as-buitdmvMgsIII, + price per 0.1 mi.) 410.0 ftL 0.0177 mi. 1lsum $2,000,00 $3,000.00 100% $0,00 surveyand layout (price per0.1 mi.) 410.0 ftL 0.0177 mi. 1/sum $2,000,00 $3,000.00 100% $0,00 mobilization -Isum $5,000,00 $5,000.00 100% $0,00 materials testing 410.0 ft L 0.82 inc of 500' 2 each $200,00 $380.00 100% $0.00 compaction testing 410.0 ft L 0.82 inc of 500' 2 each $200,00 $380.00 100% $0.00 CBR tests (1 every 0.1 mi. per roatl) 410.0 ft L 0.82 inc of 500' 2 each $200,00 $380.00 100% $0.00 stone depth inspections 410.0 ft L 0.82 inc of 500' 2 each $200,00 $380.00 100% $0.00 pavement inspections 410.0 ft L 0.82 inc of 500' 2 each $200,00 $380.00 100% $0.00 pipe and drainage video inspections ($500 min) E50.00 100% $0.00W VDOT surety (l lane) 410.OflL O.]]mi. anes Same00, 000. $2,00 $00 0.00 0% $0.00 VDOT maintenance fee (1 In rd,1 yr) 410.0 ft L 0.0177 mi. anes $150.00 $0.00 0% $0.00 VDOT admin. Cost recovery fee(1 lane) 410.0 ft L 0.0177 mi. $100.00 $0.00 0% $0.00 cost sum $126,371.25 $0.00 contingency 512,837.13 $0.00 SIIBaoa8aoa8a-SDPao,7oo.a9HTCB1ackC6"boad_est as-a6-aa row revaaaeaoja.alx Total $139,010 $0 rk\I-drive offload 102519 -TO DO to cloud\andemon\040918_1>ondsVeduction\SUB201800181-SDP201700029 HTC Block C6_RP_bond_est 11-16-18 mw_Mvl21820Ja.xls 12/18/2020