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HomeMy WebLinkAboutSUB201500165 Bond Estimates 2017-05-11North Pointe Middle Entrance & Rt 29 Improvements Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer) Plan # SUB201500165 Item Rt. 29 Begin station End station aggregate base blotted or prime&double seal asphalt base asphalt surface curb CG-2 curb CG-6 sidewalk, concrete (6') ramp CG-12 street name sign traffic control sign Street Landscape (buffer) guardrail drop inlet or grate standard manhole frame top (not inlet) manhole structure (per ft. rise) pipe, rcp, cmp (15 to 48") pipe, rcp, cmp (15 to 48") pipe, rcp, cmp (15 to 48") pipe, rcp, cmp (15 to 48") pipe, rcp, cmp (15 to 48") pipe, rcp, cmp (15 to 48") pipe, rcp, cmp (60 to 108") rip -rap, placed rip -rap, placed 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 VDOT surety (1 lane) VDOT maintenance fee (1 In rd, 1 yr) 00+00.00 26+4100 Udn No. Unit Unit Cost installed "lengths and widths only used to get a predetermined area road length 2641.0 ft 2641.0 ft L 36.0 ft W 4436.9 ton $35.00 2641.0 ft L 0.0 ft W 1 0.0 sy $10.00 2641.0 ft L 36.0 ft W 6988.1 tons $70.00 2641.0 ft L 58.0 ft W 1407.3 tons $120.00 Each ES @ 3000 15.0 in d 1 ES-1,2 EC-1 18.0 in d 0 ES-1,2 EC-1 24.0 in d 0 ES-1,2 EC-1 30.0 in d 1 ES-1,2 EC-1 42.0 in d 1 ES-1,2 EC-1 48.0 in d 0 ES-1,2 0 EC-1 96.0 in d 0 ES-1,2 J,EC-1 2.0 ft d 30.0 ft L 0.0 ft W 2.0 ft d 16.0 ft L 5.0 ft W 0.0 ft L 0.0 ft W rr 0.0 ft L 0.0 ft W 2641.0 ft L 0.50019 mi. 2641.0 ft L 0.50019 mi. 2641.0 ft L 5.282 inc of 500' 2641.0 ft L 5.282 inc of 500' 2641.0 ft L 5.282 inc of 500' 2641.0 ft L 5.282 inc of 500' 2641.0 ft L 5.282 inc of 500' 2641.0 ft L 0.50019 mi. 2641.0 ft L 0.50019 mi. 195.0 ft 4320.0 ft 525.0 ft 4ft 1 each 1 each 46 each 0.0 ft 28 each 9 each 280 ft 1636.0 ft 1080.0 ft 580.0 ft 522.0 ft 370.0 ft 100.0 ft ""ft 36.0 ton 28.8 ton 0.0 sy 0.0 acre - cy cy 6 Isum 6 Isum - Isum 6 each 6 each 6 each 6 each 6 each 4288 ft 2 Lanes 2 Lanes $13.00 $15.00 $17.00 $350.00 $200.00 $200.00 $275.00 $17.00 $3,500.00 $500.00 $450.00 $35.00 $40.00 $50.00 $65.00 $75.00 $150.00 $320.00 $60.00 $60.00 $2.00 $24,000.00 $4.00 $9.00 $2,000.00 $2,000.00 $5,000.00 $200.00 $200.00 $200.00 $200.00 $200.00 $1.00 $2,000.00 $150.00 Cost %compete cost remaining $155,290.80 0% $155,290.80 $0.00 0% $0.00 $489,166.02 0% $489,166.02 $168,878.75 0% $168,878.75 $2,535.00 0% $2,535.00 $64,800.00 0% $64,800.00 $8,925.00 0% $8,925.00 $1,400.00 0% $1,400.00 $200.00 0% $200.00 $200.00 0% $200.00 $12,650.00 0% $12,650.00 $0.00 0% $0.00 $98,000.00 0% $98,000.00 $4,500.00 0% $4,500.00 $126,000.00 0% $126,000.00 $57,760.00 0% $57,760.00 $43,200.00 0% $43,200.00 $29,000.00 0% $29,000.00 $34,430.00 0% $34,430.00 $28,250.00 0% $28,250.00 $15,000.00 0% $15,000.00 $0.00 0% $0.00 $2,160.00 0% $2,160.00 $1,728.00 0% $1,728.00 $0.00 0% $0.00 $0.00 0% $0.00 $15,600.00 0% $15,600.00 $25,875.00 0% $25,875.00 $13,000.00 0% $13,000.00 $13,000.00 0% $13,000.00 $5,000.00 0% $5,000.00 $1,260.00 0% $1,260.00 $1,260.00 0% $1,260.00 $1,260.00 0% $1,260.00 $1,260.00 0% $1,260.00 $1,260.00 0% $1,260.00 $4,288.00 0% $4,288.00 $20,007.58 0% $20,007.58 $1,500.57 0% $1,500.57 3ers\mwentland\Documents\SUB201500165 North Pointe Middle Entrance RP bond est 05-10-17.xls 5/10/2017 North Pointe Middle Entrance & Rt 29 Improvements Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer) Plan # SUB201500165 Rt. 29 Item VDOT admin. Cost recovery fee(1 lane) 2641.0 ft L 0.50019 mi. No. Unit Unit Cost Cost installed 2 Lanes $100.00 $1,250.38 cost sum $1,449,895.09 contingency $144, 989.51 Total $1,594,890 compete cost remaining 0% $1,250.38 $1,449,895.09 $144,989.51 $1,594,890 3ers\mwentland\Documents\SUB201500165 North Pointe Middle Entrance RP bond est 05-10-17.xls 5/10/2017 North Pointe Middle Entrance & Rt 29 Improvements Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer) Plan # SUB201500165 Item Middle Entrance Begin station End station aggregate base blotted or prime&double seal asphalt base asphalt surface 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") pipe, rcp, cmp (15 to 48") pipe, rcp, cmp (15 to 48") pipe, rcp, cmp (15 to 48") pipe, rcp, cmp (60 to 108") rip -rap, placed 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 VDOT surety (1 lane) VDOT maintenance fee (1 In rd, 1 yr) VDOT admin. Cost recovery fee(1 lane) 00+00.00 02+70.00 8.0 in d in d in d No. Unit Unit Cost installed "lengths and widths only used to get a predetermined area road length 270.0 ft 270.0 ft L 8Mft W 1033.2 ton $35.00 270.0 ft L 0.0 ft W 0.0 sy $10.00 270.0 ft L 82.0 ft W 813.6 tons $100.00 270.0 ft L 82.0 ft W 271.2 tons $120.00 Each ES @ 3000 "structures & pipes in Rt. 29 section 15.0 in d 0 ES-1,2 0 EC-1 24.0 in d 0 ES-,2 0 EC-1 18.0 in d 0 ES-1,2 0 EC-1 18.0 in d 0 ES-1,2 0 EC-1 96.0 in d 0 ES-1,2 EC-1 2.0 ft d 0.0 ft L ft W 0.0 ft L ft W O.OftL ftW 270.0 ft L 0.05114 mi. 270.0 ft L 0.05114 mi. 270.0 ft L 0.54 inc of 500' 270.0 ft L 0.54 inc of 500' 270.0 ft L 0.54 inc of 500' 270.0 ft L 0.54 inc of 500' 270.0 ft L 0.54 inc of 500' 270.0 ft L 0.05114 mi. 270.0 ft L 0.05114 mi. 270.0 ft L 0.05114 mi. 380.0 ft 630.0 ft 550.0 ft 4 ft 0 each 0 each 0 each 0.0 ft ' 0 each 0 each 0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ton 0.0 sy 0.0 acre 0.0 cy 28000.0 cy 1 Isum 1 Isum .a Isum 2 each 2 each 2 each 2 each 2 each F"6 ft 2 Lanes 2 Lanes 2 Lanes $13.00 $15.00 $17.00 $350.00 $200.00 $200.00 $275.00 $17.00 $3,500.00 $500.00 $450.00 $35.00 $50.00 $40.00 $40.00 $320.00 $60.00 $2.00 $24,000.00 $4.00 $9.00 $2,000.00 $2,000.00 $5,000.00 $200.00 $200.00 $200.00 $200.00 $200.00 $1.00 $2,000.00 $150.00 $100.00 Cost compete cost remaining $36,162.00 0% $36,162.00 $0.00 0% $0.00 $81,364.50 0% $81,364.50 $32,545.80 0% $32,545.80 $4,940.00 0% $4,940.00 $9,450.00 0% $9,450.00 $9,350.00 0% $9,350.00 $1,400.00 0% $1,400.00 $0.00 0% $0.00 $0.00 0% $0.00 $0.00 0% $0.00 $0.00 0% $0.00 $0.00 0% $0.00 $0.00 0% $0.00 $0.00 0% $0.00 $0.00 0% $0.00 $0.00 0% $0.00 $0.00 0% $0.00 $0.00 0% $0.00 $0.00 0% $0.00 $0.00 0% $0.00 $0.00 0% $0.00 $0.00 0% $0.00 $0.00 0% $0.00 $252,000.00 0% $252,000.00 $3,000.00 0% $3,000.00 $3,000.00 0% $3,000.00 $0.00 0% $0.00 $320.00 0% $320.00 $320.00 0% $320.00 $320.00 0% $320.00 $320.00 0% $320.00 $320.00 0% $320.00 $0.00 0% $0.00 $2,045.45 0% $2,045.45 $153.41 0% $153.41 $352.27 0% $352.27 3ers\mwentland\Documents\SUB201500165 North Pointe Middle Entrance RP bond est 05-10-17.xls 5/10/2017 North Pointe Middle Entrance & Rt 29 Improvements Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer) Plan # SUB201500165 Item Middle Entrance No. Unit Unit Cost Cost installed % compete cost remaining cost sum $437,363.44 $437,363.44 contingency $43,736.34 $43,736.34 Total $481,100 $481,100 sers\mwentland\Documents\SUB201500165 North Pointe Middle Entrance RP bond est 05-10-17.xls 5/10/2017