The URL can be used to link to this page

Home My WebLink AboutSUB201600061 Bond Estimates 2020-10-07 Project Name: Glen more K2C-2, Phase 1 Road Plan Road and Infrastructure Construction Bond Estimate(roads, site work, storm sewer) Plan#SUB201600061 Item No Unit Unit Cost Cost (installed) %compete cost remaining Drumin Road Begin station 10+00 00 End station 19+60.00 road length 960.0 ft aggregate base 8 0 in d 960.0 ft L 20 0 ft W 896 0 ton $35 00 $31,360 00 80% $6,272 00 blotted or pnme&double seal 960 0 ft L 0.0 ft W 0.0 sy $10 00 $0 00 0% $0 00 asphalt base 3.0 in d 960 0 ft L 20.0 ft W 352 8 tons $100 00 $35,280 00 80% $7,056 00 asphalt surface 1 5 in d 960.0 ft L 20 0 ft W 176 4 tons $120.00 $21,168 00 0% $21,168 00 curb CG-2 0.0 ft $13 00 $0 00 0% $0 00 curb CG-6 p 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 1 each $200 00 $200 00 80% $40.00 traffic control sign 1 each $200 00 $200.00 80% $40 00 Street Landscape Each 34 each $150 00 $5,100.00 0% $5,100 00 guardrail in ES @ 3000 0 0 ft $17.00 $0 00 0% $0.00 drop inlet or grate 3 each $3,500 00 $10,500 00 80% $2,100 00 standard manhole frame top(not inlet) 2 each $500 00 $1,000.00 80% $200 00 manhole structure(per ft rise) I - 38 ft $450 00 $17,100 00 80% $3,420 00 pipe,rcp,cmp(15 to 48") 15.4in d 2 ES-1,2 EC-1 462 0 ft $35 00 $18,170 00 80% $3,634 00 pipe,rcp,cmp(15 to 48") 24 0 in d 0 ES-1,2 EC-1 0 0 ft $50.00 $0 00 0°% $0.00 pipe,rcp,cmp(15 to 48") 18 0 in d 0 ES-1,2 EC-1 0.0 ft $40 00 $0 00 0% $0 00 pipe,rcp,cmp(15 to 48") i 18 0 in d 0 ES-1,2 EC-1 0.0 ft $40 00 $0.00 0% $0 00 pipe,rcp,cmp(60 to 108") 96 0 in d • 0 ES-1,2 ll EC-1 0 0 ft $320 00 $0 00 0% $0 00 rip-rap,placed I 2.0 ft d 0 0 ft L 0 0 ft W 0 0 ton $60 00 $0 00 0% $0 00 matting,EC-2 or 3 0.0 ft L 0 0 ft W 0 0 sy $2 00 $0 00 0% $0 00 clear and grub(for wooded sites) 0.0 ft L 0.0 ft W 0 0 acre $24,000.00 $0 00 0% $0 00 cut grading 20000 0 cy $4 00 $80,000 00 80% $16,000 00 fill grading 0.0 cy $9 00 $0.00 0% $0.00 as-built drawings(1k+price per 0 1 mi.) 960 0 ft L 0 1818 mi 2 Isum $2,000 00 $5,000 00 70% $1,500 00 survey and layout(pnce per 0 1 mi) 960 0 ft L 0 1818 mi 2 Isum $2,000.00 $5,000 00 80% $1,000 00 mobilization 1 Isum $5,000 00 $5,000 00 80% $1,000 00 matenals testing 960 0 ft L 1.92 inc of 500' 3 each $200 00 $600.00 80% $120 00 compaction testing 960 0 ft L 1 92 inc of 500' 3 each $200 00 $600 00 80% $120 00 CBR tests (1 every 0.1 mi per road) 960.0 ft L 1 92 inc of 500' 3 each $200 00 $600 00 80% $120 00 stone depth inspections 960 0 ft L 1.92 inc of 500' 3 each $200 00 $600 00 80% $120 00 pavement inspections 960 0 ft L 1.92 inc of 500' 3 each $200 00 $600.00 70% $180 00 pipe and drainage video inspections 462 ft $1 00 $462 00 80% $92 40 VDOT surety(1 lane) 960.0 ft L 0 1818 mi 0 Lanes $2,000.00 $0 00 0% $0.00 VDOT maintenance fee(1 In rd,1 yr) 960 0 ft L 0 1818 mi. 0 Lanes $150 00 $0.00 0% $0 00 VDOT admin Cost recovery fee(1 lane) 960 0 ft L 0 1818 mi 0 Lanes $100.00 $0 00 0% $0 00 C:\Users\d)ames2\Desktop\Glemore K2C-2\Glenmore K2C-2,Phase 1 RP xlsx xis 10/7/2020 Project Name: Glenmore K2C-2, Phase 1 Road Plan Road and Infrastructure Construction Bond Estimate(roads,site work, storm sewer) Plan#SUB201600061 Item No. Unit Unit Cost Cost (installed) %compete cost remaining Drumin Road cost sum $238,540.00 $69,282.40 contingency $23,854 00 $6,928.24 Total $262,400 $76,220 C:\Users\djames2\Desktop\Glemore K2C-2\Glenmore K2C-2,Phase 1 RP.xlsx xls 10/7/2020 Project Name: Glenmore K2C-2, Phase 1 Road Plan Road and Infrastructure Construction Bond Estimate(roads, site work, storm sewer) Plan#SUB201600061 Item No Unit Unit Cost Cost (installed) %compete cost remaining Fenton Court Begin station 10+00 00 End station 14+20.00 road length 420.0 ft aggregate base 8 0 in d 420 0 ft L 20.0 ft W 392 0 ton $35 00 $13,720 00 80% $2,744.00 blotted or prime&double seal 420 0 ft L 0.0 ft W 0 0 sy $10.00 $0 00 0% $0 00 asphalt base 3.0 in d 420.0 ft L 20.0 ft W 154.4 tons $100 00 $15,435.00 80% $3,087 00 asphalt surface 1 5 in d 420 0 ft L 20.0 ft W 77 2 tons $120.00 $9,261 00 0% $9,261 00 curbCG-2 00;ft $1300 $0.00 0% $000 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 1 each $200.00 $200 00 80% $40 00 traffic control sign 1 each $200 00 $200 00 80% $40 00 Street Landscape 12 Each 12 each $150 00 $1,800 00 0% $1,800.00 guardrail 0 ES @ 3000 0 0 ft $17 00 $0 00 0% $0 00 drop inlet or grate 2 each $3,500 00 $7,000 00 80% $1,400 00 standard manhole frame top(not inlet) 2 each $500 00 $1,000.00 80% $200 00 manhole structure(per ft rise) 20 ft $450 00 $9,000 00 80% $1,800 00 pipe,rcp,cmp(15 to 48") 15.0 in d 3 ES-1,2 3 EC-1 425.0ft $35 00 $17,875.00 50% $8,937 50 ptpe,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") 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") 1 18 0 in d 0 ES-1,2 0 EC-1 0 0 ft $40 00 $0 00 0% $0 00 pipe,rcp,cmp(60 to 108") 1 96 0 in d 0 ES-1,2 0 EC-1 0 0 ft $320 00 $0 00 0% $0 00 np-rap,placed y, 2.0 ft d 0 0 ft L 0 0 ft W 0 0 ton $60 00 $0.00 0% $0.00 matting,EC-2 or 3 0.0 ft L 0.0 ft W 0.0 sy $2 00 $0.00 0% $0 00 clear and grub(for wooded sites) 0.0 ft L 0A ft W 0 0 acre $24,000 00 $0 00 0% $0 00 cut grading 5000 0 cy $4.00 $20,000 00 80% $4,000 00 fill grading 50000 0 cy $9.00 $450,000 00 80% $90,000 00 as-built drawings(1k+price per 0.1 mi) 420 0 ft L 00795 mi 1 Isum $2,000 00 $3,000.00 50% $1,500 00 survey and layout(price per 0 1 mi) 420 0 ft L 00795 mi 1 Isum $2,000 00 $3,000.00 80% $600 00 mobilization 1 Isum $5,000.00 $5,000 00 80% $1,000.00 materials testing 420 0 ft L 0 84 inc of 500' 2 each $200 00 $380 00 80% $76 00 compaction testing 420.0 ft L 0 84 inc of 500' 2 each $200 00 $380.00 80% $76 00 CBR tests (1 every 0.1 mi.per mad) 420 0 ft L 0.84 inc of 500' 2 each $200.00 $380 00 80% $76 00 stone depth inspections 420 0 ft L 0 84 inc of 500' 2 each $200 00 $380 00 80% $76 00 pavement inspections 420.0 ft L 0 84 inc of 500' 2 each $200 00 $380.00 70% $11400 pipe and drainage video inspections ft $1.00 $425 00 50% $212.50 VDOT surety(1 lane) 420 0 ft L 0 0795 mi Lanes $2,000.00 $0 00 0% $0 00 VDOT maintenance fee(1 In rd,1 yr) 4200 ft L 00795 mi Lanes $150 00 $0.00 0% $0 00 VDOT admin Cost recovery fee(1 lane) 420.0 ft L 0.0795 mi. Lanes $100.00 $0 00 0% $0 00 C\Users\d)ames2\Desktop\Glemore K2C-2\Glenmore K2C-2,Phase 1 RP.xlsx.xls 10/7/2020 Project Name: Glenmore K2C-2, Phase 1 Road Plan Road and Infrastructure Construction Bond Estimate(roads,site work, storm sewer) Plan#SUB201600061 Item No Unit Unit Cost Cost (installed) %compete cost remaining Fenton Court cost sum $558,816 00 $127,040.00 contingency $55,881 60 $12,704 00 Total $614,700 $139,750 C\Users\djames2\Desktop\Glemore K2C-2\Glenmore K2C-2,Phase 1 RP.xlsx.xls 10/7/2020 I Glenmore K2C-II (Phase 2) 10/7/2020 Road and Infrastructure Construction Bond Estimate(roads, site work, storm sewer) Plan#SUB201600061 Rem No. Unit Unit Cost Cost (installed) %compete cost remaining Road'A' Begin station 19+60.00 End station 23+30.00 road length 370.0 ft aggregate base 8 0 in d 370 0 ft L 20 ft W 345 3 ton $35 00 $12,086 67 65% $4,230 33 blotted or pnme&double seal 370 0 ft L ft W 0.0 sy $10 00 $0.00 0% $0.00 asphalt base 3 0 in d 370 0 ftL 20 0 ft W 136 0 tons $120.00 $16,317 00 50% $8,158 50 asphalt surface 1 5 in d 370.0 ft L 2114ft W 68 0 tons $140 00 $9,518 25 0°/ $9,518 25 curb CG-2 - 0.0'ft $16 00 $0.00 0% $0.00 curb CG-6 0 0 ft $19.00 $0 00 0% $0 00 underdrain,UD-4 00,ft $6.00 $000 0"/0 $000 sidewalk,concrete(6') 0 0 ft $25 00 $0 00 0% $0 00 ramp CG-12 0 ft $350 00 $0 00 0% $0.00 street name sign 0 each $200 00 $0.00 0% $0 00 traffic control sign 1 each $200 00 $200 00 80% $40 00 Street Landscape 11 Each 11 each $150 00 $1,650 00 0% $1,650.00 guardrail 0 ES @ 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(12") 12 0 in d 0 ES-1,1 0 EC-0 0 0 ft $25 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 ind 0 ES-1,2 0 EC-1 0.0,ft $40 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 0 ft L 0.0 ft W 0 0 ton $60 00 $0 00 0% $0.00 matting,EC-2 or 3 0.0 ft L 0.0 ft W 0 0 sy $2.00 $0 00 0"/0 $0 00 clear and grub(for wooded sites) 370 0 ft L 20.0 ft W 0.2 acre $24,000.00 $4,077 13 99% $40 77 cut grading 170.0 cy $6 00 $1,020 00 80% $204 00 fill grading 70 0 cy $12 00 $840.00 80% $168.00 as-built drawings(1k+price per 0 1 mi) 370 0 ft L 0 0701 mi. 1 Isum $2,000 00 $3,000.00 0% $3,000 00 survey and layout(price per 0 1 mi) 370.0 ft L 0 0701 mi 1 'sum $2,000.00 $3,000 00 75% $750 00 mobilization 1 sum $5,000 00 $5,000 00 75% $1,250.00 materials testing 370 0 ft L 0.74 Inc of 500' 2 each $200 00 $360.00 50% $180 00 compaction testing 370.0 ft L 0 74 inc of 500' 2 each $200.00 $360 00 75% $90 00 CBR tests (1 every 0 1 mi per road) 370 0 ft L 0.74 Inc of 500' 2 each $200 00 $360.00 50% $180.00 stone depth inspections 370 0 ft L 0 74 inc of 500' 2 each $200 00 $360.00 85% $54 00 pavement inspections 370.0 ft L 0 74 inc of 500' _ 2 each $200 00 $360 00 33% $241 20 pipe and drainage video inspections($500 min) 0 ft $1.00 $0 00 0% $0 00 370,0 ft-L 0-0704 ne G Lanoc $2 000.00 $0.00 0% W00 37&0 ft-6 0.0701 mF 0 Lanoc $459 00 $0,00 0% $0.00 370-9 ft-L 0.0701 Mk 0 Lanoc $4-00-00 $0-00 0% $9-00 C\Users\djames2\Desktop\Glemore K2C-2\Glenmore K2C-2,Phase 2 RP.xls 10/7/2020 Glenmore K2C-II (Phase 2) 10/7/2020 Road and Infrastructure Construction Bond Estimate(roads, site work,storm sewer) Plan#SUB201600061 Item No. Unit Unit Cost Cost (installed) %compete cost remaining Road'A' cost sum $58,509 05 $29,755.05 contingency $5,850.91 $2,975 51 Total $64,360 $32,740 • • C:\Users\d)ames2\Desktop\Glemore K2C-2\Glenmore K2C-2,Phase 2 RP.xls 10/7/2020 • • Glenmore K2C-II (Phase 2) 10/7/2020 Road and Infrastructure Construction Bond Estimate(roads, site work, storm sewer) Plan#SUB201600061 Item No. Unit Unit Cost Cost (installed) %compete cost remaining Road'C' Begin station 10+00.00 End station 14+85.00 road length 485.0 ft aggregate base 8.0 in d 485.0 ft L 20 0 ft W 452.7 ton $35 00 $15,843.33 95% $792 17 blotted or prime&double seal 485 0 ft L 0.0 ft W 0 0 sy $10 00 $0 00 0% $0.00 asphalt base 3.0 in d 485 0 ft L 20 0 ft W 178 2 ton $120 00 $21,388.50 62% $8,127 63 asphalt surface 1 5 in d 485.0 ft L 20 0 ft W 89.1 ton $140.00 $12,476 63 0% $12,476 63 asy r aggregate base 8 0 in d 45.0 ft R 296 9 ton $35.00 $10,390 82 95% $519.54 ae.4 S asphalt base 3.0 in d 45.0 ft R 111 3 ton $120.00 $13,359 62 62% $5,076 66 o� l asphalt surface 1.5 in d 45 0 ft R 55 7 ton $140 00 $7,793 11 0% $7,793 11 curb CG-2 0 0 ft $16 00 $0 00 0% $0 00 curb CG-6 Ili 0 0 ft $19 00 $0.00 0% $0 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 0 ft $350.00 $0 00 0% $0 00 street name sign + 1 each $200 00 $200 00 80% $40 00 traffic control sign 1 5 each $200 00 $1,000.00 90% $100.00 Street Landscape 23 Each 23 each $150 00 $3,450 00 0% $3,450 00 guardrail 0 ES @ 3000 60 0.0 ft $17 00 $0.00 0% $0.00 drop inlet or grate 9 each $3,500 00 $31,500 00 95% $1,575 00 standard manhole frame top(not inlet) 3 each $500.00 $1,500 00 95% $75 00 manhole structure(per ft.nse) 53 ft $450 00 $23,850.00 95% $1,192 50 pipe,rcp,cmp(12") 12.0 in d 0 ES-1,1 0 EC-0 0.0 ft $25 00 $0 00 0% $0 00 pipe,rcp,cmp(15 to 48") 15 0 in d 4 ES-1,2 0 EC-1 647 8 ft $35 00 $24,673 70 15% $20,972 65 pipe,rcp,cmp(15 to 48") 18 0 in d 0 ES-1,2 0 EC-1 ID 0 0 ft $40.00 $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 np-rap,placed 2.0 ft d 0.0 ft L 0 0 ft W 0.0 ton $60 00 $0.00 0% $0 00 matting,EC-2 or 3 0.0 ft L 0.0 ft W 0.0 sy $2 00 $0 00 0% $0 00 clear and grub(for wooded sites) 575.0 ft L 30.0 ft W 0 4 acre $24,000.00 $9,504 13 99% $95.04 cut grading 34000 cy $6 00 $20,400 06 99% $204 00 fill grading 0 0 cy $12 00 $0.00 99% $0 00 as-built drawings(1k+pnce per 0 1 mi) 4850 ft L 00919 mi 1 Isum $2,000.00 $3,000 00 25% $2,250.00 survey and layout(price per 0 1 mi.) 485 0 ft L 0.0919 mi 1 Isum $2,000 00 $3,000 00 85% $450 00 mobilization 1 Isum $5,000 00 $5,000.00 85% $750 00 materials testing 485 0 ft L 0 97 inc of 500' 2 each $200 00 $400 00 50% $200.00 compaction testing 485 0 ft L 0.97 inc of 500' 2 each $200.00 $400 00 80% $80.00 CBR tests (1 every 0 1 mi per road) 485 0 ft L 0 97 inc of 500' 2 each $200.00 $400 00 50% $200 00 stone depth inspections 485 0 ft L 0 97 inc of 500' 2 each $200 00 $400 00 99% $4 00 pavement inspections 485.0 ft L 0.97 inc of 500' 2 each $200 00 $400.00 33% $268.00 pipe and drainage video inspections($500 min) pr 648 ft $1 00 $647 80 20% $518 24 485,0 ftk 0-0919 mi- 0 Lanes $2,000,00 $0,00 0% $0:00 C\Users\djames2\Desktop\Glemore K2C-2\Glenmore K2C-2,Phase 2 RP.xls 10/7/2020 Glenmore K2C-II (Phase 2) 10/7/2020 • Road and Infrastructure Construction Bond Estimate(roads, site work,storm sewer) Plan#SUB201600061 Item No. Unit Unit Cost Cost Installed) %compete cost remaining Road'C' 465.0 tt-L 0,0949 mF 0 Lanoc $150,00 $0-00 0% $0,00 48540#-6 0:9949 mF 0 Lanoc $400:00 $0,00 09,4 $0-00 cost sum $210,977.70 $67,210 16 contingency $21,097 77 $6,721 02 Total $232,080 $73,940 C:\Users\djames2\Desktop\Glemore K2C-2\Glenmore K2C-2,Phase 2 RP xis 10/7/2020 Glenmore K2C-II (Phase 3) Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer) Plan # SUB201600061 Item No Unit Unit Cost Cost (installed) %compete cost remaining Road'A' Begin station 23+30.00 End station 25+96.00 road length 266 0 ft aggregate base 8.0 in d 266 0 ft L 20.0 ft W 248 3 ton $35.00 $8,689 33 80% $1,737 87 blotted or prime&double seal 266 0 ft L 0 0 ft W 0 0 sy $10.00 $0.00 0% $0 00 asphalt base 3 0 in d 266.0 ft L 20 0 ft W 97 8 tons $120.00 $11,730 60 70% $3,519 18 asphalt surface 1 5 in d 266 0 ft L 20 0 ft W 48 9 tons $140 00 $6,842 85 0% $6,842 85 ac, ( aggregate base 8 0 in d 48.0 ft R 337.8 ton $35 00 $11,822 44 80% $2,364.49 ae' S asphalt base 3.0 in d 48.0 ft R 126 7 ton $120 00 $15,200.28 70% $4,560.08 c) ll asphalt surface 1 5 in d 48 0 ft R 63 3 ton $140 00 $8,866 83 0% $8,866 83 curb CG-2 0.0 ft $16 00 $0 00 0% $0 00 curb CG-6 0 0 ft $19.00 $0 00 0% $0.00 crossdrain,CD-1 200 0 ft $6 00 $1,200 00 50% $600 00 sidewalk,concrete(6') 0.0 ft $25 00 $0 00 0% $0 00 ramp CG-12 0 ft $350 00 $0 00 0% $0 00 street name sign 0 each $200.00 $0 00 0% $0 00 traffic control sign 0 each $200 00 $0 00 0% $0 00 Street Landscape 14 Each 14 each $150.00 $2,100 00 0% $2,100 00 guardrail 0 ES @ 3000 0 0 ft $17 00 $0.00 0% $0 00 drop inlet or grate 3 each $3,500 00 $10,500 00 80% $2,100 00 standard manhole frame top(not inlet) 1 each $500 00 $500 00 80% $100 00 manhole structure(per ft rise) 27 0 ft $450.00 $12,150 00 80% $2,430 00 pipe,rcp,cmp(12") 12.0 in d EW-12 p; 0 EC-0 0 0 ft $25 00 $1,500.00 0% $1,500.00 pipe,rcp,cmp(15 to 48") 15 0 in d ES-1,2 0 EC-1 371.7 ft $35 00 $14,009.50 50% $7,004 75 pipe,rcp,cmp(15 to 48") 18.0 in d - ES-1,2 0 EC-1 0.0 ft $40 00 $0 00 0% $0 00 pipe,rcp,cmp(60 to 108") 96 Olin d ES-1,2 0 EC-1 0 0 ft $320.00 $0 00 0% $0 00 culvert,cmp(15") 15 0 in d Each 24.0 ft $35 00 $6,720.00 0% $6,720.00 rip-rap,placed 0.0 ft d 0 ft L 0 0 ft W 0 0 ton $60 00 $0 00 0% $0 00 matting,EC-2 or 3 628. ft L : 11.0 ft W 767 6 sy $2 00 $1,535 11 80% $307 02 clear and grub(for wooded sites) 314 0 ft L 20.0 ft W 0.1 acre $24,000 00 $3,460 06 100% $0 00 cut grading 311.1 cy $6 00 $1,866 67 80% $373 33 fill grading 8042 cy $12 00 $9,650 97 80% $1,930 19 as-built drawings(1k+price per 0 1 mi) 2660 ft L 005038 mi 1 Isum $2,000 00 $3,000.00 33% $2,010 00 survey and layout(price per 0 1 mi) 266 0 ft L 0 05038 mi 1 Isum $2,000.00 $3,000.00 80% $600.00 mobilization 1 Isum $5,000 00 $5,000 00 80% $1,000 00 materials testing 266 0 ft L 0 532 inc of 500' 2 each $200 00 $320 00 80% $64 00 compaction testing 266.0 ft L 0 532 Inc of 500' 2 each $200 00 $320 00 80% $64 00 CBR tests (1 every 0 1 mi per road) 266 0 ft L 0 532 inc of 500' 2 each $200 00 $320 00 80% $64 00 C:\Users\dJames2\AppData\Local\Microsoft\Windows\INetCache\Content Outlook\BWOGKD6T\Glenmore K2C-2 Phase 3 RP-reduction xis 10/7/2020 Glenmore K2C-II (Phase 3) Road and Infrastructure Construction Bond Estimate(roads, site work, storm sewer) Plan#SUB201600061 Rem No Unit Unit Cost Cost (installed) %compete cost remaining Road'A' stone depth inspections 266 0 ft L 0 532 inc of 500' 2 each $200.00 $320 00 80% $64 00 pavement inspections 266 0 ft L 0.532 inc of 500' 2 each $200.00 $320 00 50% $160.00 pipe and drainage video inspections($500 min) 372 ft $1.00 $500 00 50% $250 00 VDOT surety(1 lane) 266.0 ft L 0 05038 mi 0 Lanes $2,000 00 $0.00 0% $0 00 VDOT maintenance fee(1 In rd,1 yr) 266 0 ft L 0 05038 mi 0 Lanes $150 00 $0.00 0% $0.00 VDOT admin Cost recovery fee(1 lane) 266 0 ft L 0 05038 mi 0 Lanes $100 00 $0.00 0% $0 00 cost sum $141,444.64 $57,332.60 contingency $14,144.46 $5,733.26 Total $155,590 $63,070 C\Users\djames2\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\BWOGKD6T\Glenmore K2C-2 Phase 3 RP-reduction xls 10/7/2020 Glenmore K2C-II (Phase 3) Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer) Plan#SUB201600061 Rem No. Unit Unit Cost Cost (installed) %compete cost remaining Road'D' Begin station 10+00.00 End station 13+12 00 road length 312.0 ft aggregate base 8.0 in d 312.0 ft L 20 0 ft W 291 2 ton $35.00 $10,192.00 80% $2,038 40 blotted or prime&double seal 312.0 ft L 0.0 ft W 0 0 sy $10 00 $0.00 0% $0 00 asphalt base 30 in d 3120 ftL 20.0 ft W 114.7 tons $120 00 $13,759 20 70% $4,127 76 asphalt surface 1 5 in d 312 0 ft L 20 0 ft W 57.3 tons $140 00 $8,026 20 0% $8,026 20 au ( aggregate base 8.0 in d 48.0 ft R 337 8 ton $35.00 $11,822 44 80% $2,364 49 a05 S asphalt base 3 0 in d 48.0 ft R 126 7 ton $120 00 $15,200 28 70% $4,560.08 u�� l asphalt surface 1 5 in d 48.0 ft R 63 3 ton $140 00 $8,866.83 0% $8,866 83 curb CG-2 0 0 ft $16 00 $0.00 0% $0 00 curbCG-6 00 ft $1900 $000 0% $000 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 0 ft $350 00 $0 00 0% $0 00 street name sign I 1 each $200 00 $200 00 0% $200.00 traffic control sign 2 each $200 00 $400 00 0% $400 00 Street Landscape 14 Each 14 each $150.00 $2,100 00 0% $2,100.00 guardrail 0 ES @ 3000 0 0 ft $17 00 $0.00 0% $0 00 drop inlet or grate 3 each $3,500 00 $10,500.00 80% $2,100 00 standard manhole frame top(not inlet) iii, 3 each $500 00 $1,500 00 80% $300 00 manhole structure(per ft.rise) 38.3 ft $450.00 $17,235 00 80% $3,447 00 pipe,rcp,cmp(12") 12.0 in d 0 ES-1,1 0 EC-0 0 0 ft $25.00 $0.00 0% $0 00 pipe,rcp,cmp(15 to 48") 150 in d 2 ES-1,2 0 EC-1 403.7 ft $35 00 $15,129 50 50% $7,564 75 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(60 to 108") 96.0 in d 0 ES-1,2 0 EC-1 0.0 ft $320.00 $0 00 0% $0.00 culvert,cmp(15") 15.0 in d 9 Each 24 0 ft $35.00 $7,560.00 0% $7,560 00 rip-rap,placed 0 0 ft d 0.0 ft L 0.0 ft W 0 0 ton $60 00 $0.00 0% $0 00 matting,EC-2 or 3 720.0 ft L 11 0 ft W 880.0 sy $2 00 $1,760 00 80% $352.00 clear and grub(for wooded sites) 360 0 ft L 20 0 ft W 0.2 acre $24,000.00 $3,966 94 100% $0 00 cut grading 745 9 cy $6.00 $4,475 16 80% $895 03 fill grading 00 cy $12 00 $0.00 80% $0 00 as-built drawings(1k+price per 0 1 mi) 312 0 ft L 0 05909 mi 1 Isum $2,000 00 $3,000 00 33% $2,010 00 survey and layout(price per 0.1 mi.) 312 0 ft L 0 05909 mi 1 Isum $2,000 00 $3,000 00 80% $600 00 mobilization 1 Isum $5,000 00 $5,000.00 80% $1,000 00 materials testing 312 0 ft L 0.624 inc of 500' 2 each $200.00 $340 00 80% $68 00 compaction testing 312 0 ft L 0 624 inc of 500' 2 each $200 00 $340 00 80% $68 00 CBR tests (1 every 0 1 mi per road) 312 0 ft L 0.624 inc of 500' 2 each $200 00 $340.00 80% $68 00 stone depth inspections 312.0 ft L 0 624 inc of 500' 2 each $200 00 $340 00 80% $68 00 C'\Users\d)ames2\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\BW0GKD6T\Glenmore K2C-2 Phase 3 RP-reduction.xls 10/7/2020 Glenmore K2C-II (Phase 3) Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer) Plan #SUB201600061 Item No. Unit Unit Cost Cost (installed) %compete cost remaining Road'D' pavement inspections 312.0 ft L 0 624 inc of 500' 2 each $200 00 $340.00 50% $170 00 pipe and drainage video inspections($500 min) 404 ft $1.00 $500 00 50% $250 00 VDOT surety(1 lane) 312 0 ft L 0.05909 mi. 0 Lanes $2,000 00 $0 00 0% $0.00 VDOT maintenance fee(1 In rd,1 yr) 312 0 ft L 0 05909 mi 0 Lanes $150 00 $0.00 0% $0.00 VDOT admen Cost recovery fee(1 lane) 312.0 ft L 0 05909 mi 0 Lanes $100 00 $0 00 0% $0 00 cost sum $145,893 56 $59,204 55 contingency $14,589.36 $5,920 45 Total $160,490 $65,130 C'\Users\djames2\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\BWOGKD6T\Glenmore K2C-2 Phase 3 RP-reduction.xls 10/7/2020