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Home My WebLink AboutSUB201500119 Bond Reduction 2018-11-09Project 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 No. Unit Unit Cost Cost % complete cost remaining Road Name: Winding Road Begin station 10+00.00 End station 18+50.0.�6 road length 850.0 ft aggregate base 4.0 in d 850.0 ft L 25.01ft W 495.8 ton $35.00 $17,354.17 50% $8,677.08 blotted or prime&double seal 850.0 ft L 0.0 ft W 0.0 sy $10.00 $0.00 0% $0.00 asphalt base 3.0 in d 850.0 ft L 25.0 ft W 390.5 tons $100.00 $39,046.88 50% $19,523.44 asphalt surface _in d 850.0 ftL 25.0 ft W 260.3 tons $120.00 $31,237.50 0% $31,237.50 curb CG-2 0.0 ft $13.00 $0.00 0% $0.00 curb CG-6 1700.0 ft $15.00 $25,500.00 60% $10,200.00 sidewalk, concrete (6) 1600.0 ft $17.00 $27,200.00 0% $27,200.00 ramp CG-12 6 ft $350.00 $2,100.00 80% $420.00 street name sign 2 each $200.00 $400.00 80% $80.00 traffic control sign 2 each $200.00 $400.00 80% $80.00 Street Landscape 27 Each 27 each $150.00 $4,050.00 20% $3,240.00 guardrail 0 ES C 3000 0.0 ft $17.00 $0.00 0% $0.00 drop inlet or grate 16 each $3,500.00 $56,000.00 50% $28,000.00 standard manhole frame top (not inlet) 4 each $500.00 $2,000.00 50% $1,000.00 manhole structure (per ft. rise) 148 ft $450.00 $66,600.00 50% $33,300.00 pipe, rcp, cmp (15 to 48") 15.0 in dFO ES-1,2 EC-1 1045.0 ft $35.00 $37,575.00 50% $18,787.50 pipe, rcp, cmp (15 to 48") 18.0 in dES-1,2 EC-1 252.0 ft $40.00 $11,080.00 50% $5,540.00 pipe, rcp, cmp (15 to 48") 24.0 in dES-1,2 EC-1 145.0 ft $50.00 $8,250.00 50% $4,125.00 pipe, rcp, cmp (15 to 48") 36.0 in d ES-1,2 EC-1 0.0 ft $70.00 $0.00 0% $0.00 pipe, rcp, cmp (60 to 108") 96.0 in d ES-1,2 EC-1 0.0 ft $320.00 $0.00 0% $0.00 rip -rap, placed 2.0 ft dft L ft W0.0 ton $60.00 $0.00 0% $0.00 matting, EC-2 or 3 ft L 0.0 ft W0.0 sy $2.00 $0.00 0% $0.00 clear and grub (for wooded sites) ft L 0.0 ft W 0.0 acre $24,000.00 $0.00 0% $0.00 cut grading cy $6.00 $0.00 0% $0.00 fill grading cy $12.00 $0.00 0% $0.00 as -built drawings (1 k + price per 0.1 mi.) 850.0 ft L 0.161 mi. 2 Isum $2,000.00 $5,000.00 0% $5,000.00 survey and layout (price per 0.1 mi.) 850.0 ft L 0.161 mi. 2 Isum $2,000.00 $5,000.00 80% $1,000.00 mobilization -Isum $5,000.00 $5,000.00 0% $5,000.00 materials testing 850.0 ft L 1.7 inc of 500' 3 each $200.00 $540.00 60% $216.00 compaction testing 850.0 ft L 1.7 inc of 500' 3 each $200.00 $540.00 60% $216.00 CBR tests (1 every 0.1 mi. per road) 850.0 ft L 1.7 inc of 500' 3 each $200.00 $540.00 60% $216.00 stone depth inspections 850.0 ft L 1.7 inc of 500' 3 each $200.00 $540.00 60% $216.00 pavement inspections 850.0 ft L 1.7 inc of 500' _ 3 each $200.00 $540.00 60% $216.00 pipe and drainage video inspections ($500 min) 2342 ft $1.00 $2,342.00 60% $936.80 VDOT surety (1 lane) 850.0 ft L 0.161 mi. 2 Lanes $2,000.00 $6,439.39 0% $6,439.39 VDOT maintenance fee (1 In rd, 1 yr) 850.0 ft L 0.161 mi. 2 Lanes $150.00 $482.95 0% $482.95 VDOT admin. Cost recovery fee(1 lane) 850.0 ft L 0.161 mi. L 0& Lanes $100.00 $571.97 0% $571.97 cost sum $356,329.86 $211,921.64 contingency $35,632.99 $21,192.16 SUB201500119_RP_bond_est-JARevl10918.xls Max Greene, rev.110918JA Total $391,970I $233,120 3T\Community Development\Engineering Division\1-Staff Folders\anderson\040918_bonds\estimates\SUB201500119 -Rivanna Village Phase 1 and parts of Phase 3 & 4\SUB201500119_RP_bond_est - v110918.xis 11 /912018 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 No. Unit Unit Cost Cost % complete cost remaining Road Name: Village Avenue Begin station 10+00.00 End station 22+53.00 road length 1253.0 ft aggregate base 8.0 in d ! 1253.0 ft L F 27.gft W 1578.8 ton $35.00 $55,257.30 50% $27,628.65 blotted or prime&double seal 1253.0 ft L 0.0 ft W 0.0 sy $10.00 $0.00 0% $0.00 asphalt base 4.0 in d 1253.0 ft L 27.0 ft W 828.9 tons $100.00 $82,885.95 50% $41,442.98 asphalt surface 2.0 in d 1253.0 ft L 6 27.0 ft W 414.4 tons $120.00 $49,731.57 0% $49,731.57 curb CG-2 r 0.0 ft $13.00 $0.00 0% $0.00 curb CG-6 2325.0 ft $15.00 $34,875.00 60% $13,950.00 sidewalk, concrete (6) 2100.0 ft $17.00 $35,700.00 5% $33,915.00 ramp CG-12 4 ft $350.00 $1,400.00 0% $1,400.00 street name sign 1 each $200.00 $200.00 80% $40.00 traffic control sign 2 each $200.00 $400.00 80% $80.00 Street Landscape 49 Each 49 each $150.00 $7,350.00 0% $7,350.00 guardrail 0 ES C 3000 0.0 ft $17.00 $0.00 0% $0.00 drop inlet or grate 17 each $3,500.00 $59,500.00 50% $29,750.00 standard manhole frame top (not inlet) 5 each $500.00 $2,500.00 50% $1,250.00 manhole structure (per ft. rise) 181 ft $450.00 $81,450.00 50% $40,725.00 pipe, rcp, cmp (15 to 48") 15.0 in d 2 ES-1,2 2 EC-1 1374.0 ft $35.00 $50,090.00 50% $25,045.00 pipe, rcp, cmp (15 to 48") 18.0 in d 1 ES-1,2 1 EC-1 617.0 ft $40.00 $25,680.00 50% $12,840.00 pipe, rcp, cmp (15 to 48") 24.0 in d 0 ES-1,2 0 EC-1 338.0 ft $50.00 $16,900.00 50% $8,450.00 pipe, rcp, cmp (15 to 48") 36.0 in d 1 ES-1,2 1 EC-1 140.0 ft $70.00 $10,800.00 50% $5,400.00 pipe, rcp, cmp (60 to 108") 96.0 in d 0 ES-1,2 0 EC-1 0.0 ft $320.00 $0.00 0% $0.00 rip -rap, placed 2.0 ft d .0 ft L F 0.0 ft W 0.0 ton $60.00 $0.00 0% $0.00 matting, EC-2 or 3 0.0 ft L ft W 0.0 sy $2.00 $0.00 0% $0.00 clear and grub (for wooded sites) 0.0 ft L Oft W 0.0 acre $24,000.00 $0.00 0% $0.00 cut grading cy $6.00 $0.00 0% $0.00 fill grading cy $12.00 $0.00 0% $0.00 as -built drawings (1 k + price per 0.1 mi.) 1253.0 ft L 0.2373 mi. 3 Isum $2,000.00 $7,000.00 0% $7,000.00 survey and layout (price per 0.1 mi.) 1253.0 ft L 0.2373 mi. 3 Isum $2,000.00 $7,000.00 80% $1,400.00 mobilization -Isum $5,000.00 $0.00 0% $0.00 materials testing 1253.0 ft L 2.506 inc of 500' 4 each $200.00 $720.00 60% $288.00 compaction testing 1253.0 ft L 2.506 inc of 500' 4 each $200.00 $720.00 60% $288.00 CBR tests (1 every 0.1 mi. per road) 1253.0 ft L 2.506 inc of 500' 4 each $200.00 $720.00 60% $288.00 stone depth inspections 1253.0 ft L 2.506 inc of 500' 4 each $200.00 $720.00 60% $288.00 pavement inspections 1253.0 ft L 2.506 inc of 500' 4 each $200.00 $720.00 60% $288.00 pipe and drainage video inspections ($500 min) 1276 ft $1.00 $1,276.00 60% $510.40 VDOT surety (1 lane) 1253.0 ft L 0.2373 mi. 2 Lanes $2,000.00 $9,492.42 0% $9,492.42 VDOT maintenance fee (1 In rd, 1 yr) 1253.0 ft L 0.2373 mi. Lanes $150.00 $711.93 0% $711.93 VDOT admin. Cost recovery fee(1 lane) 1253.0 ft L 0.2373 mi. Lanes $100.00 $724.62 0% $724.62 cost sum $544,524.80 $320,277.57 contingency $54,452.48 $32,027.76 SUB201500119_RP_bond_est-JARevl 10918.xls Max Greene, rev. 110918JA Total $598,980 I $352,310 3T\Community Development\Engineering Division\1-Staff Folders\anderson\040918_bonds\estimates\SUB201500119 -Rivanna Village Phase 1 and parts of Phase 3 & 4\SUB201500119_RP_bond_est - v110918.xis 11 /912018 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 No. Unit Unit Cost Cost % complete cost remaining Road Name: Steamers Drive Begin station 9+00.00 End station 24+50.0.Qj road length 1550.0 ft aggregate base 8.0 in d 1550.0 ft L 25.0 ft W 1808.3 ton $35.00 $63,291.67 50% $31,645.83 blotted or prime&double seal 1550.0 ft L 0.0 ft W 0.0 sy $10.00 $0.00 0% $0.00 asphalt base 4.0 in d 1550.0 ft L 25.0 ft W 949.4 tons $100.00 $94,937.50 50% $47,468.75 asphalt surface 2.0 in d 1550.0 ft L 25.0 ft W 474.7 tons $120.00 $56,962.50 0% $56,962.50 curb CG-2 r 0.0 ft $13.00 $0.00 0% $0.00 curb CG-6 2750.0 ft $15.00 $41,250.00 60% $16,500.00 sidewalk, concrete (6) 2200.0 ft $17.00 $37,400.00 20% $29,920.00 ramp CG-12 2 ft $350.00 $700.00 80% $140.00 street name sign 2 each $200.00 $400.00 80% $80.00 traffic control sign 2 each $200.00 $400.00 80% $80.00 Street Landscape 58 Each 58 each $150.00 $8,700.00 15% $7,395.00 guardrail 0 ES C 3000 0.0 ft $17.00 $0.00 0% $0.00 drop inlet or grate 13 each $3,500.00 $45,500.00 50% $22,750.00 standard manhole frame top (not inlet) 2 each $500.00 $1,000.00 50% $500.00 manhole structure (per ft. rise) 0 ft $450.00 $0.00 0% $0.00 pipe, rcp, cmp (15 to 48") 15.0 in d 2 ES-1,2 2 EC-1 1727.0 ft $35.00 $62,445.00 50% $31,222.50 pipe, rcp, cmp (15 to 48") 18.0 in d 1 ES-1,2 1 EC-1 119.0 ft $40.00 $5,760.00 50% $2,880.00 pipe, rcp, cmp (15 to 48") 24.0 in d 0 ES-1,2 0 EC-1 0.0 ft $50.00 $0.00 0% $0.00 pipe, rcp, cmp (15 to 48") 36.0 in d 0 ES-1,2 0 EC-1 0.0 ft $70.00 $0.00 0% $0.00 pipe, rcp, cmp (60 to 108") 96.0 in d 0 ES-1,2 0 EC-1 ft $320.00 $0.00 0% $0.00 rip -rap, placed 2.0 ft d .0 ft L F 0.0 ft W --.0 0.0 ton $60.00 $0.00 0% $0.00 matting, EC-2 or 3 0.0 ft L ft W 0.0 sy $2.00 $0.00 0% $0.00 clear and grub (for wooded sites) 0.0 ft L Aft W 0.0 acre $24,000.00 $0.00 0% $0.00 cut grading cy $6.00 $0.00 0% $0.00 fill grading cy $12.00 $0.00 0% $0.00 as -built drawings (1 k + price per 0.1 mi.) 1550.0 ft L 0.2936 mi. 3 Isum $2,000.00 $7,000.00 0% $7,000.00 survey and layout (price per 0.1 mi.) 1550.0 ft L 0.2936 mi. 3 Isum $2,000.00 $7,000.00 80% $1,400.00 mobilization -Isum $5,000.00 $0.00 0% $0.00 materials testing 1550.0 ft L 3.1 inc of 500' 4 each $200.00 $820.00 60% $328.00 compaction testing 1550.0 ft L 3.1 inc of 500' 4 each $200.00 $820.00 60% $328.00 CBR tests (1 every 0.1 mi. per road) 1550.0 ft L 3.1 inc of 500' 4 each $200.00 $820.00 60% $328.00 stone depth inspections 1550.0 ft L 3.1 inc of 500' 4 each $200.00 $820.00 60% $328.00 pavement inspections 1550.0 ft L 3.1 inc of 500' 4 each $200.00 $820.00 60% $328.00 pipe and drainage video inspections ($500 min) 18460 ft $1.00 $18,460.00 60% $7,384.00 VDOT surety (1 lane) 1550.0 ft L 0.2936 mi. 2 Lanes $2,000.00 $11,742.42 0% $11,742.42 VDOT maintenance fee (1 In rd, 1 yr) 1550.0 ft L 0.2936 mi. 2 Lanes $150.00 $880.68 0% $880.68 VDOT admin. Cost recovery fee(1 lane) 1550.0 ft L 0.2936 mi. Lanes $100.00 $837.12 0% $837.12 cost sum $468,766.89 $278,428.81 contingency $46,876.69 $27,842.88 SUB201500119_RP_bond_est-JARevl10918.xls Max Greene, rev.110918JA Total $515,650I $306,280 3T\Community Development\Engineering Division\1-Staff Folders\anderson\040918_bonds\estimates\SUB201500119 -Rivanna Village Phase 1 and parts of Phase 3 & 4\SUB201500119_RP_bond_est - v110918.xis 11 /912018 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 No. Unit Unit Cost Cost % complete cost remaining Road Name: Sweetgum Lane Begin station 10+00.00 End station 12+31.00_ road length 231.0 ft aggregate base 4.0 in d 231.0 ft L 25.0 ft W 134.8 ton $35.00 $4,716.25 50% $2,358.13 blotted or prime&double seal 231.0 ft L 0.0 ft W 0.0 sy $10.00 $0.00 0% $0.00 asphalt base 3.0 in d 231.0 ft L 25.0 ft W 106.1 tons $100.00 $10,611.56 50% $5,305.78 asphalt surface min d 231.0 ft L 25.0 ft W 70.7 tons $120.00 $8,489.25 0% $8,489.25 curb CG-2 0.0 ft $13.00 $0.00 0% $0.00 curb CG-6 460.0 ft $15.00 $6,900.00 60% $2,760.00 sidewalk, concrete (6) 230.0 ft $17.00 $3,910.00 0% $3,910.00 ramp CG-12 0 ft $350.00 $0.00 0% $0.00 street name sign 2 each $200.00 $400.00 80% $80.00 traffic control sign 2 each $200.00 $400.00 80% $80.00 Street Landscape 7 Each 7 each $150.00 $1,050.00 0% $1,050.00 guardrail 0 ES C 3000 0.0 ft $17.00 $0.00 0% $0.00 drop inlet or grate 0 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 (15 to 48") 15.0 in d 0 ES-1,2 0 EC-1 0.0 ft $35.00 $0.00 0% $0.00 pipe, rcp, cmp (15 to 48") 18.0 in d100. 0 ES-1,2 0 EC-1 0.0 ft $40.00 $0.00 0% $0.00 pipe, rcp, cmp (15 to 48") 24.0 in d0 ES-1,2 0 EC-1 0.0 ft $50.00 $0.00 0% $0.00 pipe, rcp, cmp (15 to 48") 36.0 in d0 ES-1,2 0 EC-1 0.0 ft $70.00 $0.00 0% $0.00 pipe, rcp, cmp (60 to 108") 96.0 in d0 ES-1,2 0 EC-1 0.0 ft $320.00 $0.00 0% $0.00 rip -rap, placed 2.0 ft d.0 ft L F 0.0 ft W 0.0 ton $60.00 $0.00 0% $0.00 matting, EC-2 or 3 .0 ft L 0.0 ft W 0.0 sy $2.00 $0.00 0% $0.00 clear and grub (for wooded sites) 0 ft L 0.4ft W 0.0 acre $24,000.00 $0.00 0% $0.00 cut grading cy $6.00 $0.00 0% $0.00 fill grading cy $12.00 $0.00 0% $0.00 as -built drawings (1 k + price per 0.1 mi.) 231.0 ft L 0.0438 mi. 1 Isum $2,000.00 $3,000.00 0% $3,000.00 survey and layout (price per 0.1 mi.) 231.0 ft L 0.0438 mi. 1 Isum $2,000.00 $3,000.00 80% $600.00 mobilization -Isum $5,000.00 $0.00 0% $0.00 materials testing 231.0 ft L 0.462 inc of 500' 2 each $200.00 $300.00 60% $120.00 compaction testing 231.0 ft L 0.462 inc of 500' 2 each $200.00 $300.00 60% $120.00 CBR tests (1 every 0.1 mi. per road) 231.0 ft L 0.462 inc of 500' 2 each $200.00 $300.00 60% $120.00 stone depth inspections 231.0 ft L 0.462 inc of 500' 2 each $200.00 $300.00 60% $120.00 pavement inspections 231.0 ft L 0.462 inc of 500' 2 each $200.00 $300.00 60% $120.00 pipe and drainage video inspections ($500 min) 0 ft $1.00 $0.00 60% $0.00 VDOT surety (1 lane) 231.0 ft L 0.0438 mi. 2 Lanes $2,000.00 $1,750.00 0% $1,750.00 VDOT maintenance fee (1 In rd, 1 yr) 231.0 ft L 0.0438 mi. 2 Lanes $150.00 $131.25 0% $131.25 VDOT admin. Cost recovery fee(1 lane) 231.0 ft L 0.0438 mi. Lanes $100.00 $337.50 0% $337.50 cost sum $46,165.81 $30,451.91 contingency $4,619.58 $3,045.19 SUB201500119_RP_bond_est-JARevl 10918.xls Max Greene, rev. 1 10918JA Total $50,820 I $33,500 3T\Community Development\Engineering Division\1-Staff Folders\anderson\040918_bonds\estimates\SUB201500119 -Rivanna Village Phase 1 and parts of Phase 3 & 4\SUB201500119_RP_bond_est - v110918.xis 11 /912018 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+62.00 aggregate base 4.0 in d blotted or prime&double seal asphalt base 3.0 in d asphalt surface 2.0 in d curb CG-2 curb CG-6 sidewalk, concrete (6) ramp CG-12 street name sign traffic control sign Street Landscape guardrail 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 pipe, rcp, cmp (15 to 48") 18.0 in d pipe, rcp, cmp (15 to 48") 24.0 in d pipe, rcp, cmp (15 to 48") 36.0 in d pipe, rcp, cmp (60 to 108") 96.0 in d rip -rap, placed 2.0 ft d matting, EC-2 or 3 clear and grub (for wooded sites) cut grading fill grading as -built drawings (1 k + price per 0.1 mi.) survey and layout (price per 0.1 mi.) mobilization materials testing compaction testing CBR tests (1 every 0.1 mi. per road) stone depth inspections pavement inspections pipe and drainage video inspections ($500 min) VDOT surety (1 lane) VDOT maintenance fee (1 In rd, 1 yr) VDOT admin. Cost recovery fee(1 lane) SUB201500119_RP_bond_est-JARevl 10918.xls Max Greene, rev. 110918JA No. Unit Unit Cost Cost % complete cost remaining road length 248.0 ft 248.0 ft L 25.0 ft W 144.7 ton $35.00 $5,063.33 50% $2,531.67 248.0 ft L L0.0 ft W 0.0 sy $10.00 $0.00 0% $0.00 248.0 ft L 25.0 ft W 113.9 tons $100.00 $11,392.50 50% $5,696.25 248.0 ft L 1 25.0 ft W 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 60% $2,700.00 450.0 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 9 each $150.00 $1,350.00 0% $1,350.00 0 ES Ca 3000 0.0 ft $17.00 $0.00 0% $0.00 2 each $3,500.00 $7,000.00 50% $3,500.00 0 each $500.00 $0.00 0% $0.00 2 ft $450.00 $1,080.00 50% $540.00 0 ES-1,2 0 EC-1 118.0 ft $35.00 $4,130.00 0% $4,130.00 0 ES-1,2 0 EC-1 0.0 ft $40.00 $0.00 0% $0.00 0 ES-1,2 0 EC-1 0.0 ft $50.00 $0.00 0% $0.00 0 ES-1,2 0 EC-1 0.0 ft $70.00 $0.00 0% $0.00 0 ES-1,2 0 EC-1 0.0 ft $320.00 $0.00 0% $0.00 0 ft L 0.0 ft W 0.0 ton $60.00 $0.00 0% $0.00 0.0 ft L ft W 0.0 sy $2.00 $0.00 0% $0.00 0.0 ft L Aft W 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% $0.00 248.0 ft L 0.047 mi. 1 Isum $2,000.00 $3,000.00 0% $3,000.00 248.0 ft L 0.047 mi. 1 Isum $2,000.00 $3,000.00 80% $600.00 -Isum $5,000.00 $0.00 0% $0.00 248.0 ft L 0.496 inc of 500' 2 each $200.00 $300.00 60% $120.00 248.0 ft L 0.496 inc of 500' 2 each $200.00 $300.00 60% $120.00 248.0 ft L 0.496 inc of 500' 2 each $200.00 $300.00 60% $120.00 248.0 ft L 0.496 inc of 500' 2 each $200.00 $300.00 60% $120.00 248.0 ft L 0.496 inc of 500' 2 each $200.00 $300.00 60% $120.00 118 ft $1.00 $118.00 60% $47.20 248.0 ft L 0.047 mi. 2 Lanes $2,000.00 $1,878.79 0% $1,878.79 248.0 ftL 0.047 mi. Lanes $150.00 $140.91 0% $140.91 248.0 ft L 0.047 mi. Lanes $100.00 $343.94 0% $343.94 $65,711.47 $45,382.75 cost sum contingency $6,571.15 $4,538.28 Total $72,290 $49,930 3T\Community Development\Engineering Division\1-Staff Folders\anderson\040918_bonds\estimates\SUB201500119 -Rivanna Village Phase 1 and parts of Phase 3 & 4\SUB201500119_RP_bond_est - v110918.xis 11 /912018 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 No. Unit Unit Cost Cost % complete cost remaining Road Name: Private Alley "A" Begin station 10+26.00 End station 12+50.00 road length 224.0 ft aggregate base 4.0 in d 224.0 ft L 24.0 ft W 125.4 ton $35.00 $4,390.40 50% $2,195.20 blotted or prime&double seal 224.0 ft L 0.0 ft W 0.0 sy $10.00 $0.00 0% $0.00 asphalt base 3.0 in d 224.0 ft L 24.0 ft W 98.8 tons $100.00 $9,878.40 50% $4,939.20 asphalt surface 2.0 in d 224.0 ft L r 24.0 ft W 65.9 tons $120.00 $7,902.72 0% $7,902.72 curb CG-2 IIF 448.0 ft $13.00 $5,824.00 60% $2,329.60 curb CG-6 0.0 ft $15.00 $0.00 0% $0.00 sidewalk, concrete (6) 0.0 ft $17.00 $0.00 0% $0.00 ramp CG-12 0 ft $350.00 $0.00 0% $0.00 street name sign 2 each $200.00 $400.00 0% $400.00 traffic control sign 2 each $200.00 $400.00 80% $80.00 Street Landscape 0 Each 0 each $150.00 $0.00 0% $0.00 guardrail 0 ES C 3000 0.0 ft $17.00 $0.00 0% $0.00 drop inlet or grate 1 each $3,500.00 $3,500.00 50% $1,750.00 standard manhole frame top (not inlet) 0 each $500.00 $0.00 0% $0.00 manhole structure (per ft. rise) 7 ft $450.00 $3,330.00 50% $1,665.00 pipe, rcp, cmp (15 to 48") 15.0 in d 0 ES-1,2 0 EC-1 129.0 ft $35.00 $4,515.00 0% $4,515.00 pipe, rcp, cmp (15 to 48") 18.0 in d100. 0 ES-1,2 0 EC-1 0.0 ft $40.00 $0.00 0% $0.00 pipe, rcp, cmp (15 to 48") 24.0 in d0 ES-1,2 0 EC-1 0.0 ft $50.00 $0.00 0% $0.00 pipe, rcp, cmp (15 to 48") 36.0 in d0 ES-1,2 0 EC-1 0.0 ft $70.00 $0.00 0% $0.00 pipe, rcp, cmp (60 to 108") 96.0 in d0 ES-1,2 0 EC-1 0.0 ft $320.00 $0.00 0% $0.00 rip -rap, placed 2.0 ft d.0 ft L F 0.0 ft W 0.0 ton $60.00 $0.00 0% $0.00 matting, EC-2 or 3 .0 ft L 0.0 ft W 0.0 sy $2.00 $0.00 0% $0.00 clear and grub (for wooded sites) 0 ft L 0.0 ft W 0.0 acre $24,000.00 $0.00 0% $0.00 cut grading cy $6.00 $0.00 0% $0.00 fill grading cy $12.00 $0.00 0% $0.00 as -built drawings (1 k + price per 0.1 mi.) 224.0 ft L 0.0424 mi. 1 Isum $2,000.00 $3,000.00 0% $3,000.00 survey and layout (price per 0.1 mi.) 224.0 ft L 0.0424 mi. 1 Isum $2,000.00 $3,000.00 80% $600.00 mobilization -Isum $5,000.00 $0.00 0% $0.00 materials testing 224.0 ft L 0.448 inc of 500' 2 each $200.00 $300.00 60% $120.00 compaction testing 224.0 ft L 0.448 inc of 500' 2 each $200.00 $300.00 60% $120.00 CBR tests (1 every 0.1 mi. per road) 224.0 ft L 0.448 inc of 500' 2 each $200.00 $300.00 60% $120.00 stone depth inspections 224.0 ft L 0.448 inc of 500' 2 each $200.00 $300.00 60% $120.00 pavement inspections 224.0 ft L 0.448 inc of 500' 2 each $200.00 $300.00 60% $120.00 pipe and drainage video inspections ($500 min) 129 ft $1.00 $129.00 60% $51.60 VDOT surety (1 lane) 224.0 ft L 0.0424 mi. 0 Lanes $2,000.00 $0.00 0% $0.00 VDOT maintenance fee (1 In rd, 1 yr) 224.0 ft L 0.0424 mi. 0 Lanes $150.00 $0.00 0% $0.00 VDOT admin. Cost recovery fee(1 lane) 224.0 ft L 0.0424 mi. & Lanes $100.00 $0.00 0% $0.00 cost sum $47,769.52 $30,028.32 contingency $4,776.95 $3,002.83 SUB201500119_RP_bond_est-JARevl 10918.xls Max Greene, rev. 110918JA Total $52,550 I $33,040 3T\Community Development\Engineering Division\1-Staff Folders\anderson\040918_bonds\estimates\SUB201500119 -Rivanna Village Phase 1 and parts of Phase 3 & 4\SUB201500119_RP_bond_est - v110918.xis 11 /912018 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 No. Unit Unit Cost Cost % complete cost remaining Road Name: Private Alley "B" Begin station 10+26.00 End station 12+50.00 road length 224.0 ft aggregate base 4.0 in d 224.0 ft L 0.0 ft W 0.0 ton $35.00 $0.00 0% $0.00 blotted or prime&double seal 224.0 ft L 0.0 ft W 0.0 sy $10.00 $0.00 0% $0.00 asphalt base 3.0 in d 224.0 ft L 0.0 ft W 0.0 tons $100.00 $0.00 0% $0.00 asphalt surface 2.0 in d 224.0 ft L 0.0 ft W 0.0 tons $120.00 $0.00 0% $0.00 curb CG-2 224.0 ft $13.00 $2,912.00 60% $1,164.80 curb CG-6 0.0 ft $15.00 $0.00 0% $0.00 sidewalk, concrete (6) 0.0 ft $17.00 $0.00 0% $0.00 ramp CG-12 0 ft $350.00 $0.00 0% $0.00 street name sign 2 each $200.00 $400.00 0% $400.00 traffic control sign 2 each $200.00 $400.00 80% $80.00 Street Landscape 0 Each 0 each $150.00 $0.00 0% $0.00 guardrail 0 ES C 3000 0.0 ft $17.00 $0.00 0% $0.00 drop inlet or grate 2 each $3,500.00 $7,000.00 50% $3,500.00 standard manhole frame top (not inlet) 0 each $500.00 $0.00 0% $0.00 manhole structure (per ft. rise) 12 ft $450.00 $5,580.00 50% $2,790.00 pipe, rcp, cmp (15 to 48") 15.0 in d 0 ES-1,2 0 EC-1 109.0 ft $35.00 $3,815.00 50% $1,907.50 pipe, rcp, cmp (15 to 48") 18.0 in d100. 0 ES-1,2 0 EC-1 39.0 ft $40.00 $1,560.00 50% $780.00 pipe, rcp, cmp (15 to 48") 24.0 in d0 ES-1,2 0 EC-1 0.0 ft $50.00 $0.00 0% $0.00 pipe, rcp, cmp (15 to 48") 36.0 in d0 ES-1,2 0 EC-1 0.0 ft $70.00 $0.00 0% $0.00 pipe, rcp, cmp (60 to 108") 96.0 in d0 ES-1,2 0 EC-1 0.0 ft $320.00 $0.00 0% $0.00 rip -rap, placed 2.0 ft d.0 ft L F 0.0 ft W 0.0 ton $60.00 $0.00 0% $0.00 matting, EC-2 or 3 .0 ft L 0.0 ft W 0.0 sy $2.00 $0.00 0% $0.00 clear and grub (for wooded sites) 0 ft L 0.0 ft W 0.0 acre $24,000.00 $0.00 0% $0.00 cut grading cy $6.00 $0.00 0% $0.00 fill grading cy $12.00 $0.00 0% $0.00 as -built drawings (1 k + price per 0.1 mi.) 224.0 ft L 0.0424 mi. 1 Isum $2,000.00 $3,000.00 0% $3,000.00 survey and layout (price per 0.1 mi.) 224.0 ft L 0.0424 mi. 1 Isum $2,000.00 $3,000.00 80% $600.00 mobilization -Isum $5,000.00 $0.00 0% $0.00 materials testing 224.0 ft L 0.448 inc of 500' 2 each $200.00 $300.00 60% $120.00 compaction testing 224.0 ft L 0.448 inc of 500' 2 each $200.00 $300.00 60% $120.00 CBR tests (1 every 0.1 mi. per road) 224.0 ft L 0.448 inc of 500' 2 each $200.00 $300.00 60% $120.00 stone depth inspections 224.0 ft L 0.448 inc of 500' 2 each $200.00 $300.00 60% $120.00 pavement inspections 224.0 ft L 0.448 inc of 500' 2 each $200.00 $300.00 60% $120.00 pipe and drainage video inspections ($500 min) _ 148 ft $1.00 $148.00 60% $59.20 VDOT surety (1 lane) 224.0 ft L 0.0424 mi. 0 Lanes $2,000.00 $0.00 0% $0.00 VDOT maintenance fee (1 In rd, 1 yr) 224.0 ft L 0.0424 mi. 0 Lanes $150.00 $0.00 0% $0.00 VDOT admin. Cost recovery fee(1 lane) 224.0 ft L 0.0424 mi. L _.A Lanes $100.00 $0.00 0% $0.00 cost sum $29,315.00 $14,881.50 1 contingency $2,931.50 $1,488.15 SUB201500119_RP_bond_est-JARevl 10918.xls Max Greene, rev. 110918JA Total $32,250 I $16,370 3T\Community Development\Engineering Division\1-Staff Folders\anderson\040918_bonds\estimates\SUB201500119 -Rivanna Village Phase 1 and parts of Phase 3 & 4\SUB201500119_RP_bond_est - v110918.xis 11 /912018 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 No. Unit Unit Cost Cost % complete cost remaining Road Name: Private Alley "C" Begin station 10+00.00 End station 14+32.00 road length 422.0 ft aggregate base 4.0 in d 422.0 ft L 24.0 ft W 236.3 ton $35.00 $8,271.20 50% $4,135.60 blotted or prime&double seal 422.0 ft L 0.0 ft W 0.0 sy $10.00 $0.00 0% $0.00 asphalt base 3.0 in d 422.0 ft L 24.0 ft W 186.1 tons $100.00 $18,610.20 50% $9,305.10 asphalt surface 2.0 in d 422.0 ft L r 24.0 ft W 124.1 tons $120.00 $14,888.16 0% $14,888.16 curb CG-2 422.0 ft $13.00 $5,486.00 60% $2,194.40 curb CG-6 0.0 ft $15.00 $0.00 0% $0.00 sidewalk, concrete (6) 0.0 ft $17.00 $0.00 0% $0.00 ramp CG-12 0 ft $350.00 $0.00 0% $0.00 street name sign 2 each $200.00 $400.00 0% $400.00 traffic control sign 2 each $200.00 $400.00 0% $400.00 Street Landscape 0 Each 0 each $150.00 $0.00 0% $0.00 guardrail 0 ES C 3000 0.0 ft $17.00 $0.00 0% $0.00 drop inlet or grate 3 each $3,500.00 $10,500.00 50% $5,250.00 standard manhole frame top (not inlet) 0 each $500.00 $0.00 0% $0.00 manhole structure (per ft. rise) 22 ft $450.00 $9,990.00 50% $4,995.00 pipe, rcp, cmp (15 to 48") 15.0 in d 0 ES-1,2 0 EC-1 283.0 ft $35.00 $9,905.00 50% $4,952.50 pipe, rcp, cmp (15 to 48") 18.0 in d 0 ES-1,2 0 EC-1 0.0 ft $40.00 $0.00 0% $0.00 pipe, rcp, cmp (15 to 48") 24.0 in d 0 ES-1,2 0 EC-1 0.0 ft $50.00 $0.00 0% $0.00 pipe, rcp, cmp (15 to 48") 36.0 in d 0 ES-1,2 0 EC-1 0.0 ft $70.00 $0.00 0% $0.00 pipe, rcp, cmp (60 to 108") 96.0 in d 0 ES-1,2 0 EC-1 0.0 ft $320.00 $0.00 0% $0.00 rip -rap, placed 2.0 ft d .0 ft L F 0.0 ft W 0.0 ton $60.00 $0.00 0% $0.00 matting, EC-2 or 3 0.0 ft L ft W 0.0 sy $2.00 $0.00 0% $0.00 clear and grub (for wooded sites) 0.0 ft L �ft W 0.0 acre $24,000.00 $0.00 0% $0.00 cut grading cy $6.00 $0.00 0% $0.00 fill grading cy $12.00 $0.00 0% $0.00 as -built drawings (1 k + price per 0.1 mi.) 422.0 ft L 0.0799 mi. 1 Isum $2,000.00 $3,000.00 0% $3,000.00 survey and layout (price per 0.1 mi.) 422.0 ft L 0.0799 mi. 1 Isum $2,000.00 $3,000.00 80% $600.00 mobilization -Isum $5,000.00 $0.00 0% $0.00 materials testing 422.0 ft L 0.844 inc of 500' 2 each $200.00 $380.00 60% $152.00 compaction testing 422.0 ft L 0.844 inc of 500' 2 each $200.00 $380.00 60% $152.00 CBR tests (1 every 0.1 mi. per road) 422.0 ft L 0.844 inc of 500' 2 each $200.00 $380.00 60% $152.00 stone depth inspections 422.0 ft L 0.844 inc of 500' 2 each $200.00 $380.00 60% $152.00 pavement inspections 422.0 ft L 0.844 inc of 500' 2 each $200.00 $380.00 60% $152.00 pipe and drainage video inspections ($500 min) 283 ft $1.00 $283.00 60% $113.20 VDOT surety (1 lane) 422.0 ft L 0.0799 mi. 0 Lanes $2,000.00 $0.00 0% $0.00 VDOT maintenance fee (1 In rd, 1 yr) 422.0 ft L 0.0799 mi. Lanes $150.00 $0.00 0% $0.00 VDOT admin. Cost recovery fee(1 lane) 422.0 ft L 0.0799 mi. Lanes $100.00 $0.00 0% $0.00 cost sum $86,633.56 $50,993.96 contingency $8,663.36 $5,099.40 SUB201500119_RP_bond_est-JARevl 10918.xls Max Greene, rev. 1 10918JA Total $95,300 I $56,100 3T\Community Development\Engineering Division\1-Staff Folders\anderson\040918_bonds\estimates\SUB201500119 -Rivanna Village Phase 1 and parts of Phase 3 & 4\SUB201500119_RP_bond_est - v110918.xis 11 /912018 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+34.00 aggregate base 4.0 in d blotted or prime&double seal asphalt base 3.0 in d asphalt surface 2&in d curb CG-2 curb CG-6 sidewalk, concrete (6) ramp CG-12 street name sign traffic control sign Street Landscape guardrail 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 pipe, rcp, cmp (15 to 48") 18.0 in d pipe, rcp, cmp (15 to 48") 24.0 in d pipe, rcp, cmp (15 to 48") 36.0 in d pipe, rcp, cmp (60 to 108") 96.0 in d rip -rap, placed 2.0 ft d matting, EC-2 or 3 clear and grub (for wooded sites) cut grading fill grading as -built drawings (1 k + price per 0.1 mi.) survey and layout (price per 0.1 mi.) mobilization materials testing compaction testing CBR tests (1 every 0.1 mi. per road) stone depth inspections pavement inspections pipe and drainage video inspections ($500 min) VDOT surety (1 lane) VDOT maintenance fee (1 In rd, 1 yr) VDOT admin. Cost recovery fee(1 lane) SUB201500119_RP_bond_est-JARevl 10918.xls Max Greene, rev. 110918JA No. Unit Unit Cost Cost % complete cost remaining road length 834.0 ft 834.0 ft L 14.01ft W 272.4 ton $35.00 $9,535.40 50% $4,767.70 834.0 ft L L0.0 ft W 0.0 sy $10.00 $0.00 0% $0.00 834.0 ft L 14.0 ft W 214.5 tons $100.00 $21,454.65 50% $10,727.33 834.0 ft L .0 ft W 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 0 each $150.00 $0.00 0% $0.00 0 ES Ca 3000 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 ES-1,2 0 EC-1 0.0 ft $35.00 $0.00 0% $0.00 0 ES-1,2 0 EC-1 0.0 ft $40.00 $0.00 0% $0.00 0 ES-1,2 0 EC-1 0.0 ft $50.00 $0.00 0% $0.00 0 ES-1,2 0 EC-1 0.0 ft $70.00 $0.00 0% $0.00 0 ES-1,2 0 EC-1 0.0 ft $320.00 $0.00 0% $0.00 0 ft L 0.0 ft W 0.0 ton $60.00 $0.00 0% $0.00 0.0 ft L ft W 0.0 sy $2.00 $0.00 0% $0.00 0.0 ft L Aft W 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% $0.00 834.0 ft L 0.158 mi. 2 Isum $2,000.00 $5,000.00 0% $5,000.00 834.0 ft L 0.158 mi. 2 Isum $2,000.00 $5,000.00 80% $1,000.00 -Isum $5,000.00 $0.00 0% $0.00 834.0 ft L 1.668 inc of 500' 3 each $200.00 $540.00 60% $216.00 834.0 ft L 1.668 inc of 500' 3 each $200.00 $540.00 60% $216.00 834.0 ft L 1.668 inc of 500' 3 each $200.00 $540.00 60% $216.00 834.0 ft L 1.668 inc of 500' 3 each $200.00 $540.00 60% $216.00 834.0 ft L 1.668 inc of 500' 3 each $200.00 $540.00 60% $216.00 0 ft $1.00 $0.00 60% $0.00 834.0 ft L 0.158 mi. 0 Lanes $2,000.00 $0.00 0% $0.00 834.0 ft L 0.158 mi. Lanes $150.00 $0.00 0% $0.00 834.0 ft L 0.158 mi. Lanes $100.00 $0.00 0% $0.00 $60,853.77 $39,738.75 cost sum contingency $6,085.38 $3,973.87 Total $66,940 $43,720 3T\Community Development\Engineering Division\1-Staff Folders\anderson\040918_bonds\estimates\SUB201500119 -Rivanna Village Phase 1 and parts of Phase 3 & 4\SUB201500119_RP_bond_est - v110918.xis 11 /912018