The URL can be used to link to this page

Home My WebLink AboutSUB201500119 Bond Estimates 2018-11-19Project Name: SUB201500119 -Rivanna Village Phase 1 and parts of Phase 3 & 4 Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer) Plan #: SUB201500119 Item Road Name: Village Avenue Begin station 10+00.00 End station 22+53.01 road length 1253.0 ft aggregate base 8.0 in d 1253.0 ft L 27.Uft W blotted or prime&double seal 1253.0 ft L .0 ft W asphalt base 4.0 in d 1253.0 ft L0 ft W L-0 asphalt surface _ in d 1253.0 ft L ft W curb CG-2 curb CG-6 sidewalk, concrete (6) ramp CG-12 street name sign traffic control sign Street Landscape 49 Each guardrail 0 ES @ 3000 drop inlet or grate standard manhole frame top (not inlet) manhole structure (per ft. rise) pipe, rcp, cmp (15 to 48") 15.0 in d 2 ES-1,2PEC-1 EC-1 pipe, rcp, cmp (15 to 48") 18.0 in d 1 ES-1,2EC-1 pipe, rcp, cmp (15 to 48") 24.0 in d 0 ES-1,2EC-1 pipe, rcp, cmp (15 to 48") 36.0 in d 1 ES-1,2EC-1 pipe, rcp, cmp (60 to 108") 96.0 in d 0 ES-1,2 rip -rap, placed 2.0 ft d 0 ft L matting, EC-2 or 3 .0 ft L clear and grub (for wooded sites) 0.0 ft L cut grading fill grading as -built drawings (1 k + price per 0.1 mi.) 1253.0 ft L 0.2373 mi. survey and layout (price per 0.1 mi.) 1253.0 ft L 0.2373 mi. mobilization materials testing 1253.0 ft L 2.506 inc of 500' compaction testing 1253.0 ft L 2.506 inc of 500' CBR tests (1 every 0.1 mi. per road) 1253.0 ft L 2.506 inc of 500' stone depth inspections 1253.0 ft L 2.506 inc of 500' pavement inspections 1253.0 ft L 2.506 inc of 500' pipe and drainage video inspections ($500 min) VDOT surety (1 lane) 1253.0 ft L 0.2373 mi. VDOT maintenance fee (1 In rd, 1 yr) 1253.0 ft L 0.2373 mi. VDOT admin. Cost recovery fee(1 lane) 1253.0 ft L 0.2373 mi. SUB201500119_RP_bond_reducjaRev2-111918 bond 2.xls Max Greene, rev2 111918JA No. Unit Unit Cost Cost complete cost remaining 1578.8 ton $35.00 $55,257.30 90% $5,525.73 0.0 sy $10.00 $0.00 0% $0.00 828.9 tons $100.00 $82,885.95 80% $16,577.19 414.4 tons $120.00 $49,731.57 0% $49,731.57 �0.0 ft $13.00 $0.00 0% $0.00 2325.0 ft $15.00 $34,875.00 80% $6,975.00 2100.0 ft $17.00 $35,700.00 5% $33,915.00 4 ft $350.00 $1,400.00 0% $1,400.00 1 each $200.00 $200.00 80% $40.00 2 each $200.00 $400.00 80% $80.00 49 each $150.00 $7,350.00 0% $7,350.00 0.0 ft $17.00 $0.00 0% $0.00 17 each $3,500.00 $59,500.00 85% $8,925.00 5 each $500.00 $2,500.00 85% $375.00 181 ft $450.00 $81,450.00 85% $12,217.50 1374.0 ft $35.00 $50,090.00 75% $12,522.50 617.0 ft $40.00 $25,680.00 75% $6,420.00 338.0 ft $50.00 $16,900.00 75% $4,225.00 140.0 ft $70.00 $10,800.00 75% $2,700.00 0.0 ft $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 0.0 acre $24,000.00 $0.00 0% $0.00 =cy $6.00 $0.00 0% $0.00 cy $12.00 $0.00 0% $0.00 31sum $2,000.00 $7,000.00 0% $7,000.00 31sum $2,000.00 $7,000.00 80% $1,400.00 ' Isum $5,000.00 $0.00 0% $0.00 4 each $200.00 $720.00 100% $0.00 4 each $200.00 $720.00 100% $0.00 4 each $200.00 $720.00 100% $0.00 4 each $200.00 $720.00 100% $0.00 4 each $200.00 $720.00 80% $144.00 1276 ft $1.00 $1,276.00 80% $255.20 2 Lanes $2,000.00 $9,492.42 0% $9,492.42 Lanes $150.00 $711.93 0% $711.93 Lanes $100.00 $724.62 0% $724.62 cost sum $544,524.80 $188,707.67 contingency $54,452.48 $18,870.77 Total $598,980 $207,580 I:\DEPMommunity Development\Engineering Division\1-Staff Folders\anderson\040918_bonds\reduction\SUB201500119_RP_bond_reduc-jaRev2-111918 bond 1.xls 11/19/2018 Project Name: SUB201500119 -Rivanna Village Phase 1 and parts of Phase 3 & 4 Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer) Plan #: SUB201500119 Item Road Name: Steamers Drive Begin station 9+00.00 End station 24+50.00 road length 1550.0 ft aggregate base 8.0 in d 1550.0 ft L 25.01ft W blotted or prime&double seal 1550.0 ft L 0.0 ft W asphalt base 4.0 in d 1550.0 ft L 1 25.0 ft W asphalt surface NEW in d 1550.0 ft L 25.0 ft W curb CG-2 curb CG-6 sidewalk, concrete (6) ramp CG-12 street name sign traffic control sign Street Landscape 58 Each guardrail 0 ES @ 3000 drop inlet or grate standard manhole frame top (not inlet) manhole structure (per ft. rise) pipe, rcp, cmp (15 to 48") 15.0 in d 2 ES-1,2 2 EC-1 pipe, rcp, cmp (15 to 48") 18.0 in d 1 ES-1,2 1 EC-1 pipe, rcp, cmp (15 to 48") 24.0 in d 0 ES-1,2 0 EC-1 pipe, rcp, cmp (15 to 48") 36.0 in d 0 ES-1,2 0 EC-1 pipe, rcp, cmp (60 to 108") 96.0 in d 0 ES-1,2 0 EC-1 rip -rap, placed 2.0 ft d 0 ft L matting, EC-2 or 3 .0 ft Lft %ftW W clear and grub (for wooded sites) 0.0 ft Lft W cut grading fill grading as -built drawings (1 k + price per 0.1 mi.) 1550.0 ft L 0.2936 mi. survey and layout (price per 0.1 mi.) 1550.0 ft L 0.2936 mi. mobilization materials testing 1550.0 ft L 3.1 inc of 500' compaction testing 1550.0 ft L 3.1 inc of 500' CBR tests (1 every 0.1 mi. per road) 1550.0 ft L 3.1 inc of 500' stone depth inspections 1550.0 ft L 3.1 inc of 500' pavement inspections 1550.0 ft L 3.1 inc of 500' pipe and drainage video inspections ($500 min) VDOT surety (1 lane) 1550.0 ft L 0.2936 mi. VDOT maintenance fee (1 In rd, 1 yr) 1550.0 ft L 0.2936 mi. VDOT admin. Cost recovery fee(1 lane) 1550.0 ft L 0.2936 mi. SUB201500119_RP_bond_reducjaRev2-111918 bond 2.xls Max Greene, rev2 111918JA No. Unit Unit Cost Cost complete cost remaining 1808.3 ton $35.00 $63,291.67 90% $6,329.17 0.0 sy $10.00 $0.00 0% $0.00 949.4 tons $100.00 $94,937.50 80% $18,987.50 474.7 tons $120.00 $56,962.50 0% $56,962.50 0.0 ft $13.00 $0.00 0% $0.00 2750.0 ft $15.00 $41,250.00 80% $8,250.00 2200.0 ft $17.00 $37,400.00 20% $29,920.00 2 ft $350.00 $700.00 80% $140.00 2 each $200.00 $400.00 80% $80.00 2 each $200.00 $400.00 80% $80.00 58 each $150.00 $8,700.00 15% $7,395.00 0.0 ft $17.00 $0.00 0% $0.00 13 each $3,500.00 $45,500.00 85% $6,825.00 2 each $500.00 $1,000.00 85% $150.00 0 ft $450.00 $0.00 0% $0.00 1727.0 ft $35.00 $62,445.00 75% $15,611.25 119.0 ft $40.00 $5,760.00 75% $1,440.00 0.0 ft $50.00 $0.00 0% $0.00 0.0 ft $70.00 $0.00 0% $0.00 0.0 ft $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 0.0 acre $24,000.00 $0.00 0% $0.00 =cy $6.00 $0.00 0% $0.00 cy $12.00 $0.00 0% $0.00 31sum $2,000.00 $7,000.00 0% $7,000.00 31sum $2,000.00 $7,000.00 80% $1,400.00 ' Isum $5,000.00 $0.00 0% $0.00 4 each $200.00 $820.00 100% $0.00 4 each $200.00 $820.00 100% $0.00 4 each $200.00 $820.00 100% $0.00 4 each $200.00 $820.00 100% $0.00 4 each $200.00 $820.00 80% $164.00 18460 ft $1.00 $18,460.00 80% $3,692.00 2 Lanes $2,000.00 $11,742.42 0% $11,742.42 Lanes $150.00 $880.68 0% $880.68 Lanes $100.00 $837.12 0% $837.12 cost sum $468,766.89 $177,886.64 contingency $46,876.69 $17,788.66 Total $515,650 $195,680 I:\DEPT\Community Development\Engineering Division\1-Staff Folders\anderson\040918_bonds\reduction\SUB201500119_RP_bond_reduc-jaRev2-111918 bond 1As 11/19/2018 Project Name: SUB201500119 -Rivanna Village Phase 1 and parts of Phase 3 & 4 Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer) Plan #: SUB201500119 Item Road Name: Sweetgum Lane Begin station 10+00.00 End station 12+31.9.90 road length 231.0 ft aggregate base 4.0 in d 231.0 ft L 25.0 ft W blotted or prime&double seal 231.0 ft L 0.0 ft W asphalt base 3.0 in d 231.0 ft L 1 25.0 ft W asphalt surface win d 231.0 ft L 25.0 ft W curb CG-2 curb CG-6 sidewalk, concrete (6) ramp CG-12 street name sign traffic control sign Street Landscape 7 Each guardrail 0 ES @ 3000 drop inlet or grate standard manhole frame top (not inlet) manhole structure (per ft. rise) pipe, rcp, cmp (15 to 48") 15.0 in d 0 ES-1,2 0 EC-1 pipe, rcp, cmp (15 to 48") 18.0 in d 0 ES-1,2 0 EC-1 pipe, rcp, cmp (15 to 48") 24.0 in d 0 ES-1,2 0 EC-1 pipe, rcp, cmp (15 to 48") 36.0 in d 0 ES-1,2 0 EC-1 pipe, rcp, cmp (60 to 108") 96.0 in d 0 ES-1,2 0 EC-1 rip -rap, placed 2.0 ft d 0 ft L matting, EC-2 or 3 .0 ft Lft %ftW W clear and grub (for wooded sites) 0.0 ft Lft W cut grading fill grading as -built drawings (1 k + price per 0.1 mi.) 231.0 ft L 0.0438 mi. survey and layout (price per 0.1 mi.) 231.0 ft L 0.0438 mi. mobilization materials testing 231.0 ft L 0.462 inc of 500' compaction testing 231.0 ft L 0.462 inc of 500' CBR tests (1 every 0.1 mi. per road) 231.0 ft L 0.462 inc of 500' stone depth inspections 231.0 ft L 0.462 inc of 500' pavement inspections 231.0 ft L 0.462 inc of 500' pipe and drainage video inspections ($500 min) VDOT surety (1 lane) 231.0 ft L 0.0438 mi. VDOT maintenance fee (1 In rd, 1 yr) 231.0 ft L 0.0438 mi. VDOT admin. Cost recovery fee(1 lane) 231.0 ft L 0.0438 mi. SUB201500119_RP_bond_reducjaRev2-111918 bond 2.xls Max Greene, rev2 111918JA No. Unit Unit Cost Cost complete cost remaining 134.8 ton $35.00 $4,716.25 90% $471.63 0.0 sy $10.00 $0.00 0% $0.00 106.1 tons $100.00 $10,611.56 80% $2,122.31 70.7 tons $120.00 $8,489.25 0% $8,489.25 0.0 ft $13.00 $0.00 0% $0.00 460.0 ft $15.00 $6,900.00 80% $1,380.00 230.0 ft $17.00 $3,910.00 0% $3,910.00 0 ft $350.00 $0.00 0% $0.00 2 each $200.00 $400.00 80% $80.00 2 each $200.00 $400.00 80% $80.00 7 each $150.00 $1,050.00 0% $1,050.00 0.0 ft $17.00 $0.00 0% $0.00 0 each $3,500.00 $0.00 0% $0.00 0 each $500.00 $0.00 0% $0.00 0 ft $450.00 $0.00 0% $0.00 0.0 ft $35.00 $0.00 0% $0.00 0.0 ft $40.00 $0.00 0% $0.00 0.0 ft $50.00 $0.00 0% $0.00 0.0 ft $70.00 $0.00 0% $0.00 0.0 ft $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 0.0 acre $24,000.00 $0.00 0% $0.00 =cy $6.00 $0.00 0% $0.00 cy $12.00 $0.00 0% $0.00 1 Isum $2,000.00 $3,000.00 0% $3,000.00 1 Isum $2,000.00 $3,000.00 80% $600.00 - Isum $5,000.00 $0.00 0% $0.00 2 each $200.00 $300.00 100% $0.00 2 each $200.00 $300.00 100% $0.00 2 each $200.00 $300.00 100% $0.00 2 each $200.00 $300.00 100% $0.00 2 each $200.00 $300.00 80% $60.00 0 ft $1.00 $0.00 80% $0.00 2 Lanes $2,000.00 $1,750.00 0% $1,750.00 Lanes $150.00 $131.25 0% $131.25 Lanes $100.00 $337.50 0% $337.50 cost sum $46,195.81 $23,461.94 contingency $4,619.58 $2,346.19 Total $50,820 $25,810 I:\DEPMommunity Development\Engineering Division\1-Staff Folders\anderson\040918_bonds\reduction\SUB201500119_RP_bond_reduc-jaRev2-111918 bond 1As 11/19/2018 Project Name: SUB201500119 -Rivanna Village Phase 1 and parts of Phase 3 & 4 Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer) Plan #: SUB201500119 Item Road Name: Sycamore Lane Begin station 10+14.0 End station 12+62.0Z road length 248.0 ft aggregate base 4.0 in d 248.0 ft L 25.0 ft W blotted or prime&double seal 248.0 ft L 0.0 ft W asphalt base 3.0 in d 248.0 ft L 1 25.0 ft W asphalt surface _ in d 248.0 ft L 25.0 ft W curb CG-2 curb CG-6 sidewalk, concrete (6) ramp CG-12 street name sign traffic control sign Street Landscape 9 Each guardrail 0 ES @ 3000 drop inlet or grate standard manhole frame top (not inlet) manhole structure (per ft. rise) pipe, rcp, cmp (15 to 48") 15.0 in d 0 ES-1,2 0 EC-1 pipe, rcp, cmp (15 to 48") 18.0 in d 0 ES-1,2 0 EC-1 pipe, rcp, cmp (15 to 48") 24.0 in d 0 ES-1,2 0 EC-1 pipe, rcp, cmp (15 to 48") 36.0 in d 0 ES-1,2 0 EC-1 pipe, rcp, cmp (60 to 108") 96.0 in d 0 ES-1,2 0 EC-1 rip -rap, placed 2.0 ft d 0 ft L matting, EC-2 or 3 .0 ft Lft %ftW W clear and grub (for wooded sites) 0.0 ft Lft W cut grading fill grading as -built drawings (1 k + price per 0.1 mi.) 248.0 ft L 0.047 mi. survey and layout (price per 0.1 mi.) 248.0 ft L 0.047 mi. mobilization materials testing 248.0 ft L 0.496 inc of 500' compaction testing 248.0 ft L 0.496 inc of 500' CBR tests (1 every 0.1 mi. per road) 248.0 ft L 0.496 inc of 500' stone depth inspections 248.0 ft L 0.496 inc of 500' pavement inspections 248.0 ft L 0.496 inc of 500' pipe and drainage video inspections ($500 min) VDOT surety (1 lane) 248.0 ft L 0.047 mi. VDOT maintenance fee (1 In rd, 1 yr) 248.0 ft L 0.047 mi. VDOT admin. Cost recovery fee(1 lane) 248.0 ft L 0.047 mi. SUB201500119_RP_bond_reducjaRev2-111918 bond 2.xls Max Greene, rev2 111918JA No. Unit Unit Cost Cost complete cost remaining 144.7 ton $35.00 $5,063.33 90% $506.33 0.0 sy $10.00 $0.00 0% $0.00 113.9 tons $100.00 $11,392.50 80% $2,278.50 76.0 tons $120.00 $9,114.00 0% $9,114.00 0.0 ft $13.00 $0.00 0% $0.00 450.0 ft $15.00 $6,750.00 80% $1,350.00 450.0 ft $17.00 $7,650.00 0% $7,650.00 4 ft $350.00 $1,400.00 0% $1,400.00 2 each $200.00 $400.00 80% $80.00 2 each $200.00 $400.00 80% $80.00 9 each $150.00 $1,350.00 0% $1,350.00 0.0 ft $17.00 $0.00 0% $0.00 2 each $3,500.00 $7,000.00 85% $1,050.00 0 each $500.00 $0.00 0% $0.00 2 ft $450.00 $1,080.00 85% $162.00 118.0 ft $35.00 $4,130.00 75% $1,032.50 0.0 ft $40.00 $0.00 0% $0.00 0.0 ft $50.00 $0.00 0% $0.00 0.0 ft $70.00 $0.00 0% $0.00 0.0 ft $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 0.0 acre $24,000.00 $0.00 0% $0.00 =cy $6.00 $0.00 0% $0.00 cy $12.00 $0.00 0% $0.00 1 Isum $2,000.00 $3,000.00 0% $3,000.00 1 Isum $2,000.00 $3,000.00 80% $600.00 - Isum $5,000.00 $0.00 0% $0.00 2 each $200.00 $300.00 100% $0.00 2 each $200.00 $300.00 100% $0.00 2 each $200.00 $300.00 100% $0.00 2 each $200.00 $300.00 100% $0.00 2 each $200.00 $300.00 80% $60.00 118 ft $1.00 $118.00 80% $23.60 2 Lanes $2,000.00 $1,878.79 0% $1,878.79 Lanes $150.00 $140.91 0% $140.91 Lanes $100.00 $343.94 0% $343.94 cost sum $65,711.47 $32,100.57 contingency $6,571.15 $3,210.06 Total $72,290 $35,3200 I:\DEPMommunity Development\Engineering Division\1-Staff Folders\anderson\040918_bonds\reduction\SUB201500119_RP_bond_reduc-jaRev2-111918 bond 1As 11/19/2018 Project Name: SUB201500119 -Rivanna Village Phase 1 and parts of Phase 3 & 4 Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer) Plan #: SUB201500119 Item Road Name: Private Alley "A" Begin station 10+26.00 End station 12+50.9.�6 road length 224.0 ft aggregate base 4.0 in d 224.0 ft L 24.0 ft W blotted or prime&double seal 224.0 ft L 0.0 ft W asphalt base 3.0 in d 224.0 ft L 1 24.0 ft W asphalt surface 1111111 in d 224.0 ft L 24.0 ft W curb CG-2 curb CG-6 sidewalk, concrete (6) ramp CG-12 street name sign traffic control sign Street Landscape 0 Each guardrail 0 ES @ 3000 drop inlet or grate standard manhole frame top (not inlet) manhole structure (per ft. rise) pipe, rcp, cmp (15 to 48") 15.0 in d 0 ES-1,2 0 EC-1 pipe, rcp, cmp (15 to 48") 18.0 in d 0 ES-1,2 0 EC-1 pipe, rcp, cmp (15 to 48") 24.0 in d 0 ES-1,2 0 EC-1 pipe, rcp, cmp (15 to 48") 36.0 in d 0 ES-1,2 0 EC-1 pipe, rcp, cmp (60 to 108") 96.0 in d 0 ES-1,2 0 EC-1 rip -rap, placed 2.0 ft d 0 ft L matting, EC-2 or 3 .0 ft Lft %ftW W clear and grub (for wooded sites) 0.0 ft Lft W cut grading fill grading as -built drawings (1 k + price per 0.1 mi.) 224.0 ft L 0.0424 mi. survey and layout (price per 0.1 mi.) 224.0 ft L 0.0424 mi. mobilization materials testing 224.0 ft L 0.448 inc of 500' compaction testing 224.0 ft L 0.448 inc of 500' CBR tests (1 every 0.1 mi. per road) 224.0 ft L 0.448 inc of 500' stone depth inspections 224.0 ft L 0.448 inc of 500' pavement inspections 224.0 ft L 0.448 inc of 500' pipe and drainage video inspections ($500 min) VDOT surety (1 lane) 224.0 ft L 0.0424 mi. VDOT maintenance fee (1 In rd, 1 yr) 224.0 ft L 0.0424 mi. VDOT admin. Cost recovery fee(1 lane) 224.0 ft L 0.0424 mi. SUB201500119_RP_bond_reducjaRev2-111918 bond 2.xls Max Greene, rev2 111918JA No. Unit Unit Cost Cost complete cost remaining 125.4 ton $35.00 $4,390.40 90% $439.04 0.0 sy $10.00 $0.00 0% $0.00 98.8 tons $100.00 $9,878.40 80% $1,975.68 65.9 tons $120.00 $7,902.72 0% $7,902.72 448.0 ft $13.00 $5,824.00 80% $1,164.80 0.0 ft $15.00 $0.00 0% $0.00 0.0 ft $17.00 $0.00 0% $0.00 0 ft $350.00 $0.00 0% $0.00 2 each $200.00 $400.00 0% $400.00 2 each $200.00 $400.00 80% $80.00 0 each $150.00 $0.00 0% $0.00 0.0 ft $17.00 $0.00 0% $0.00 1 each $3,500.00 $3,500.00 85% $525.00 0 each $500.00 $0.00 0% $0.00 7 ft $450.00 $3,330.00 85% $499.50 129.0 ft $35.00 $4,515.00 75% $1,128.75 0.0 ft $40.00 $0.00 0% $0.00 0.0 ft $50.00 $0.00 0% $0.00 0.0 ft $70.00 $0.00 0% $0.00 0.0 ft $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 0.0 acre $24,000.00 $0.00 0% $0.00 =cy $6.00 $0.00 0% $0.00 cy $12.00 $0.00 0% $0.00 1 Isum $2,000.00 $3,000.00 0% $3,000.00 1 Isum $2,000.00 $3,000.00 80% $600.00 - Isum $5,000.00 $0.00 0% $0.00 2 each $200.00 $300.00 100% $0.00 2 each $200.00 $300.00 100% $0.00 2 each $200.00 $300.00 100% $0.00 2 each $200.00 $300.00 100% $0.00 2 each $200.00 $300.00 80% $60.00 129 ft $1.00 $129.00 80% $25.80 0 Lanes $2,000.00 $0.00 0% $0.00 Lanes $150.00 $0.00 0% $0.00 Lanes $100.00 $0.00 0% $0.00 cost sum $47,769.52 $17,801.29 contingency $4,776.95 $1,780.13 Total $52,550 $19,590 I:\DEPMommunity Development\Engineering Division\1-Staff Folders\anderson\040918_bonds\reduction\SUB201500119_RP_bond_reduc-jaRev2-111918 bond 1.xls 11/19/2018 Project Name: SUB201500119 -Rivanna Village Phase 1 and parts of Phase 3 & 4 Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer) Plan #: SUB201500119 Item Road Name: Private Alley "B" Begin station 10+26.00 End station 12+50.9.�6 road length 224.0 ft aggregate base 4.0 in d 224.0 ft L 0.0 ft W blotted or prime&double seal 224.0 ft L 0.0 ft W asphalt base 3.0 in d 224.0 ft L 1 0.0 ft W asphalt surface 1111111 in d 224.0 ft L 0.0 ft W curb CG-2 curb CG-6 sidewalk, concrete (6) ramp CG-12 street name sign traffic control sign Street Landscape 0 Each guardrail 0 ES @ 3000 drop inlet or grate standard manhole frame top (not inlet) manhole structure (per ft. rise) pipe, rcp, cmp (15 to 48") 15.0 in d 0 ES-1,2 0 EC-1 pipe, rcp, cmp (15 to 48") 18.0 in d 0 ES-1,2 0 EC-1 pipe, rcp, cmp (15 to 48") 24.0 in d 0 ES-1,2 0 EC-1 pipe, rcp, cmp (15 to 48") 36.0 in d 0 ES-1,2 0 EC-1 pipe, rcp, cmp (60 to 108") 96.0 in d 0 ES-1,2 0 EC-1 rip -rap, placed 2.0 ft d 0 ft L matting, EC-2 or 3 .0 ft Lft %ftW W clear and grub (for wooded sites) 0.0 ft Lft W cut grading fill grading as -built drawings (1 k + price per 0.1 mi.) 224.0 ft L 0.0424 mi. survey and layout (price per 0.1 mi.) 224.0 ft L 0.0424 mi. mobilization materials testing 224.0 ft L 0.448 inc of 500' compaction testing 224.0 ft L 0.448 inc of 500' CBR tests (1 every 0.1 mi. per road) 224.0 ft L 0.448 inc of 500' stone depth inspections 224.0 ft L 0.448 inc of 500' pavement inspections 224.0 ft L 0.448 inc of 500' pipe and drainage video inspections ($500 min) VDOT surety (1 lane) 224.0 ft L 0.0424 mi. VDOT maintenance fee (1 In rd, 1 yr) 224.0 ft L 0.0424 mi. VDOT admin. Cost recovery fee(1 lane) 224.0 ft L 0.0424 mi. SUB201500119_RP_bond_reducjaRev2-111918 bond 2.xls Max Greene, rev2 111918JA No. Unit Unit Cost Cost complete cost remaining 0.0 ton $35.00 $0.00 0% $0.00 0.0 sy $10.00 $0.00 0% $0.00 0.0 tons $100.00 $0.00 0% $0.00 0.0 tons $120.00 $0.00 0% $0.00 224.0 ft $13.00 $2,912.00 80% $582.40 0.0 ft $15.00 $0.00 0% $0.00 0.0 ft $17.00 $0.00 0% $0.00 0 ft $350.00 $0.00 0% $0.00 2 each $200.00 $400.00 0% $400.00 2 each $200.00 $400.00 80% $80.00 0 each $150.00 $0.00 0% $0.00 0.0 ft $17.00 $0.00 0% $0.00 2 each $3,500.00 $7,000.00 85% $1,050.00 0 each $500.00 $0.00 0% $0.00 12 ft $450.00 $5,580.00 85% $837.00 109.0 ft $35.00 $3,815.00 75% $953.75 39.0 ft $40.00 $1,560.00 75% $390.00 0.0 ft $50.00 $0.00 0% $0.00 0.0 ft $70.00 $0.00 0% $0.00 0.0 ft $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 0.0 acre $24,000.00 $0.00 0% $0.00 =cy $6.00 $0.00 0% $0.00 cy $12.00 $0.00 0% $0.00 1 Isum $2,000.00 $3,000.00 0% $3,000.00 1 Isum $2,000.00 $3,000.00 80% $600.00 - Isum $5,000.00 $0.00 0% $0.00 2 each $200.00 $300.00 100% $0.00 2 each $200.00 $300.00 100% $0.00 2 each $200.00 $300.00 100% $0.00 2 each $200.00 $300.00 100% $0.00 2 each $200.00 $300.00 80% $60.00 148 ft $1.00 $148.00 80% $29.60 0 Lanes $2,000.00 $0.00 0% $0.00 Lanes $150.00 $0.00 0% $0.00 Lanes $100.00 $0.00 0% $0.00 cost sum $29,315.00 $7,982.75 contingency $2,931.50 $798.28 Total $32,250 $8,790 I:\DEPMommunity Development\Engineering Division\1-Staff Folders\anderson\040918_bonds\reduction\SUB201500119_RP_bond_reduc-jaRev2-111918 bond 1.xls 11/19/2018 Project Name: SUB201500119 -Rivanna Village Phase 1 and parts of Phase 3 & 4 Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer) Plan #: SUB201500119 Item Road Name: Private Alley "C" Begin station 10+00.00 End station 14+32.01 road length 422.0 ft aggregate base 4.0 in d 422.0 ft L 24.0 ft W blotted or prime&double seal 422.0 ft L 0.0 ft W asphalt base 3.0 in d 422.0 ft L 24.0 ft W asphalt surface � in d 422.0 ft L .0 ft W curb CG-2 curb CG-6 sidewalk, concrete (6) ramp CG-12 street name sign traffic control sign Street Landscape 0 Each guardrail 0 ES @ 3000 drop inlet or grate standard manhole frame top (not inlet) manhole structure (per ft. rise) pipe, rcp, cmp (15 to 48") 15.0 in d 0 ES-1,2 0 EC-1 pipe, rcp, cmp (15 to 48") 18.0 in d 0 ES-1,2 0 EC-1 pipe, rcp, cmp (15 to 48") 24.0 in d 0 ES-1,2 0 EC-1 pipe, rcp, cmp (15 to 48") 36.0 in d 0 ES-1,2 0 EC-1 pipe, rcp, cmp (60 to 108") 96.0 in d 0 ES-1,2 0 EC-1 rip -rap, placed 2.0 ft d 0 ft L matting, EC-2 or 3 .0 ft Lft %ftW W clear and grub (for wooded sites) 0.0 ft Lft W cut grading fill grading as -built drawings (1 k + price per 0.1 mi.) 422.0 ft L 0.0799 mi. survey and layout (price per 0.1 mi.) 422.0 ft L 0.0799 mi. mobilization materials testing 422.0 ft L 0.844 inc of 500' compaction testing 422.0 ft L 0.844 inc of 500' CBR tests (1 every 0.1 mi. per road) 422.0 ft L 0.844 inc of 500' stone depth inspections 422.0 ft L 0.844 inc of 500' pavement inspections 422.0 ft L 0.844 inc of 500' pipe and drainage video inspections ($500 min) VDOT surety (1 lane) 422.0 ft L 0.0799 mi. VDOT maintenance fee (1 In rd, 1 yr) 422.0 ft L 0.0799 mi. VDOT admin. Cost recovery fee(1 lane) 422.0 ft L 0.0799 mi. SUB201500119_RP_bond_reducjaRev2-111918 bond 2.xls Max Greene, rev2 111918JA No. Unit Unit Cost Cost complete cost remaining 236.3 ton $35.00 $8,271.20 90% $827.12 0.0 sy $10.00 $0.00 0% $0.00 186.1 tons $100.00 $18,610.20 80% $3,722.04 124.1 tons $120.00 $14,888.16 0% $14,888.16 422.0 ft $13.00 $5,486.00 80% $1,097.20 0.0 ft $15.00 $0.00 0% $0.00 0.0 ft $17.00 $0.00 0% $0.00 0 ft $350.00 $0.00 0% $0.00 2 each $200.00 $400.00 0% $400.00 2 each $200.00 $400.00 0% $400.00 0 each $150.00 $0.00 0% $0.00 0.0 ft $17.00 $0.00 0% $0.00 3 each $3,500.00 $10,500.00 85% $1,575.00 0 each $500.00 $0.00 0% $0.00 22 ft $450.00 $9,990.00 85% $1,498.50 283.0 ft $35.00 $9,905.00 75% $2,476.25 0.0 ft $40.00 $0.00 0% $0.00 0.0 ft $50.00 $0.00 0% $0.00 0.0 ft $70.00 $0.00 0% $0.00 0.0 ft $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 0.0 acre $24,000.00 $0.00 0% $0.00 =cy $6.00 $0.00 0% $0.00 cy $12.00 $0.00 0% $0.00 1 Isum $2,000.00 $3,000.00 0% $3,000.00 1 Isum $2,000.00 $3,000.00 80% $600.00 - Isum $5,000.00 $0.00 0% $0.00 2 each $200.00 $380.00 100% $0.00 2 each $200.00 $380.00 100% $0.00 2 each $200.00 $380.00 100% $0.00 2 each $200.00 $380.00 100% $0.00 2 each $200.00 $380.00 80% $76.00 283 ft $1.00 $283.00 80% $56.60 0 Lanes $2,000.00 $0.00 0% $0.00 Lanes $150.00 $0.00 0% $0.00 Lanes $100.00 $0.00 0% $0.00 cost sum $86,633.56 $30,616.87 contingency $8,663.36 $3,061.69 Total $95,300 $33,680 I:\DEPT\Community Development\Engineering Division\1-Staff Folders\anderson\040918_bonds\reduction\SUB201500119_RP_bond_reduc-jaRev2-111918 bond 1.xIs 11/19/2018 Project Name: SUB201500119 -Rivanna Village Phase 1 and parts of Phase 3 & 4 Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer) Plan #: SUB201500119 Item Road Name: Private Alley "D" Begin station 10+00.00 End station 18+34.0s, road length 834.0 ft aggregate base 4.0 in d 834.0 ft L 14.01ft W blotted or prime&double seal 834.0 ft L IlIII 0.0 ft W asphalt base 3.0 in d 834.0 ft L 14.0 ft W asphalt surface am in d 834.0 ft L 14.0 ft W curb CG-2 curb CG-6 sidewalk, concrete (6) ramp CG-12 street name sign traffic control sign Street Landscape 0 Each guardrail 0 ES @ 3000 drop inlet or grate standard manhole frame top (not inlet) manhole structure (per ft. rise) pipe, rcp, cmp (15 to 48") 15.0 in d 0 ES-1,2 0 EC-1 pipe, rcp, cmp (15 to 48") 18.0 in d 0 ES-1,2 0 EC-1 pipe, rcp, cmp (15 to 48") 24.0 in d 0 ES-1,2 0 EC-1 pipe, rcp, cmp (15 to 48") 36.0 in d 0 ES-1,2 0 EC-1 pipe, rcp, cmp (60 to 108") 96.0 in d 0 ES-1,2 0 EC-1 rip -rap, placed 2.0 ft d 0 ft L matting, EC-2 or 3 .0 ft Lft %ftW W clear and grub (for wooded sites) 0.0 ft Lft W cut grading fill grading as -built drawings (1 k + price per 0.1 mi.) 834.0 ft L 0.158 mi. survey and layout (price per 0.1 mi.) 834.0 ft L 0.158 mi. mobilization materials testing 834.0 ft L 1.668 inc of 500' compaction testing 834.0 ft L 1.668 inc of 500' CBR tests (1 every 0.1 mi. per road) 834.0 ft L 1.668 inc of 500' stone depth inspections 834.0 ft L 1.668 inc of 500' pavement inspections 834.0 ft L 1.668 inc of 500' pipe and drainage video inspections ($500 min) VDOT surety (1 lane) 834.0 ft L 0.158 mi. VDOT maintenance fee (1 In rd, 1 yr) 834.0 ft L 0.158 mi. VDOT admin. Cost recovery fee(1 lane) 834.0 ft L 0.158 mi. SUB201500119_RP_bond_reducjaRev2-111918 bond 2.xls Max Greene, rev2 111918JA No. Unit Unit Cost Cost complete cost remaining 272.4 ton $35.00 $9,535.40 90% $953.54 0.0 sy $10.00 $0.00 0% $0.00 214.5 tons $100.00 $21,454.65 80% $4,290.93 143.0 tons $120.00 $17,163.72 0% $17,163.72 �0.0 ft $13.00 $0.00 0% $0.00 0.0 ft $15.00 $0.00 0% $0.00 0.0 ft $17.00 $0.00 0% $0.00 0 ft $350.00 $0.00 0% $0.00 0 each $200.00 $0.00 0% $0.00 0 each $200.00 $0.00 0% $0.00 0 each $150.00 $0.00 0% $0.00 0.0 ft $17.00 $0.00 0% $0.00 0 each $3,500.00 $0.00 0% $0.00 0 each $500.00 $0.00 0% $0.00 0 ft $450.00 $0.00 0% $0.00 0.0 ft $35.00 $0.00 0% $0.00 0.0 ft $40.00 $0.00 0% $0.00 0.0 ft $50.00 $0.00 0% $0.00 0.0 ft $70.00 $0.00 0% $0.00 0.0 ft $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 0.0 acre $24,000.00 $0.00 0% $0.00 =cy $6.00 $0.00 0% $0.00 cy $12.00 $0.00 0% $0.00 21sum $2,000.00 $5,000.00 0% $5,000.00 21sum $2,000.00 $5,000.00 80% $1,000.00 - Isum $5,000.00 $0.00 0% $0.00 3 each $200.00 $540.00 100% $0.00 3 each $200.00 $540.00 100% $0.00 3 each $200.00 $540.00 100% $0.00 3 each $200.00 $540.00 100% $0.00 3 each $200.00 $540.00 80% $108.00 Oft $1.00 $0.00 0% $0.00 0 Lanes $2,000.00 $0.00 0% $0.00 Lanes $150.00 $0.00 0% $0.00 Lanes $100.00 $0.00 0% $0.00 cost sum $60,853.77 $28,516.19 contingency $6,085.38 $2,851.62 Total $66,940 $31,370 I:\DEPMommunity Development\Engineering Division\1-Staff Folders\anderson\040918_bonds\reduction\SUB201500119_RP_bond_reduc-jaRev2-111918 bond 1.xls 11/19/2018