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Home My WebLink AboutSUB201800171 Bond Estimates 2019-10-04Subdivision Name: Lewis and Clark Drive Road Extension Road Plan number: SUB201800171 T M P(s): 03200-00-00-006RO Date Estimate Completed: 10/4/19 Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer) Item # Item No. Unit Unit Cost Cost installed % compete cost remaining Road Name -Shepherd's Ct./Shepherd's Lane Lewis and Clark Drive (Ext.): STA. 24+25 to 50+00 road length 2575.0 ft 1 aggregate base, VDOT 21-B [ sheet Cl A ] 8.0 in d 2575.0 ft L 28.0 ft W 3364.7 ton $35.00 $117,763.33 0% $117,763.33 2 asphalt base (1310-25.0D) 4.0 in d 2575.0 ft L 24.0 ft W 1514.1 tons $100.00 $151,410.00 0% $151,410.00 3 asphalt intermediate (IM-19.OD) 2.0 2575.0 24.0 757.1 tons $110.00 $83,275.50 0% $83,275.50 4 asphalt surface course, SM-12.5D) 2.0 in d 2575.0 ft L 24.0 ft W 757.1 tons $120.00 $90,846.00 0% $90,846.00 5 Lewis and Clark Drive (Ext.): STA. 50+00 to 53+00 (±) road length 300.0 ft 6 aggregate base, VDOT 21-B [ sheet C1.4 ] 8.0 in d 300.0 ft L 40.0 ft W 560.0 ton $35.00 $19,600.00 0% $19,600.00 7 asphalt base (BM-25.0D) 4.0 in d 300.0 ft L 36.0 ft W <= Ave. W 264.6 tons $100.00 $26,460.00 0% $26,460.00 8 asphalt intermediate (IM-19.0D) 2.0 300.0 36.0 132.3 tons $110.00 $14,553.00 0% $14,553.00 9 asphalt surface course, SM-12.5D) 2.0 in d 300.0 ft L 36.0 ft W 132.3 tons $120.00 $15,876.00 0% $15,876.00 10 Lewis and Clark Drive (Ext.): STA. 53+00 to 57+00 (±) road length 400.0 ft 11 aggregate base, VDOT 21-B [ sheet C1.4 ] 8.0 in d 400.0 ft L 54.0 ft W 1008.0 ton $35.00 $35,280.00 0% $35,280.00 12 asphalt base (BM-25.OD) 4.0 in d 400.0 ft L 50.0 ft W <= Ave. W 490.0 tons $100.00 $49,000.00 0% $49,000.00 13 asphalt intermediate (IM-19.OD) 2.0 in d 400.0 ft L 50.0 ft W 245.0 tons $110.00 $26,950.00 0% $26,950.00 14 asphalt surface course, SM-12.5D) 2.0 in d 400.0 ft L 50.0 ft W 245.0 tons $120.00 $29,400.00 0% $29,400.00 15 Lewis and Clark Drive (Ext.) / Lewis and Clark Drive Ex, tie-in ref. C4.3 road length 16 aggregate base, VDOT 21-B [ sheet C1.4 ] 0.0 in d 3275.0 ft L 0.0 ft W 0.0 ton $35.00 $0.00 0% $0.00 17 asphalt base (BM-25.0D) 0.0 in d 3275.0 ft L 0.0 ft W 0.0 tons $100.00 $0.00 0% $0.00 18 asphalt intermediate (IM-19.0D) 0.0 in d 3275.0 ft L 0.0 ft W 0.0 tons $110.00 $0.00 0% $0.00 19 asphalt surface course, SM-12.5D) / tie-in, mill -pave 2.0 in d 3275.0 ft L 10.0 ft W 401.2 tons $120.00 $48,142.50 0% $48,142.50 20 curb CG-6 recommend mend Fairfax UP 3275.0 ft $15.00 $49,125.00 0% $49,125.00 21 Asphalt path with stone base, underdrain, geotex 3275.0 ft 22 path: aggregate base, VDOT 21-B [ sheet C1.4 ] 6.0 in d 3275.0 ft L 10.0 ft W 1146.3 ton $35.00 $40,118.75 0% $40,118.75 23 path: asphalt surface course, SM-12.5D) 2.0 in d 3275.0 ft L 10.0 ft W 401.2 tons $120.00 $48,142.50 0% $48,142.50 24 path: geotextile, 5' w Fairfax UP 2183 SY $4.00 $8,733.33 0% $8,733.33 25 path: underdrain in sump 3275 ft $21.00 $68,775.00 0% $68,775.00 26 Now sump stone incl w underdrain LF $ 27 ramp CG-12 at Ex. Lewis & Clark Drive 1 each $350.00 $350.00 0% $350.00 28 street name sign 1 each $200.00 $200.00 0% $200.00 29 traffic control sign -(Assume) 1 STOP; 2 speed limit; 1 Divided Hwy 4 each $200.00 $800.00 0% $800.00 30 pavement marking, thru arrows 8 each $250.00 $2,000.00 0% $2,000.00 31 pavement marking, turn arrows - Estim. based on various 2 each $300.00 $600.00 0% $600.00 32 pavement marking, 4-inch line 2018-19 VDOT bid tabs 6550 LF $1.00 $6,550.00 0% $6,550.00 33 pavement marking, 12" wide lines (crosswalk) - Approx. is x ro'long x 11, stripes at Ex. Lewis and Clark 160 LF $3.36 $537.60 0% $537.60 34 pavement marking, 24" wide (stop bar) - Approx. ao' and r 5' stop bars at Int. Ex. Lewis and Clark Di 35 LF $8.60 $301.00 0% $301.00 35 Street Landscape; trees -Sheet L3.0 198 each $150.00 $29,700.00 0% $29,700.00 36 Landscape: shrub area mix, 13,171 FT2 -Sheet L3.0 - Assume z' O.C. pattern 3293 each $25.00 $82,318.75 0% $82,318.75 37 guardrail 0 ES @ 0 0.0 ft $17.00 $0.00 0% $0.00 38 drop inlet or grate - Includes future build -out 25 each $3,500.00 $87,500.00 0% $87,500.00 39 standard manhole frame top (not inlet) 0 each $500.00 $0.00 0% $0.00 40 manhole structure (per ft. rise) -Y/inlet-MH 108 ft $450.00 $48,600.00 0% $48,600.00 41 VDOT 21A stone beneath Str. in fill section; Ref. plan note; assume 25 FT2 stoned Area - depth to Ex Grade 84 ton $35.00 $2,940.00 0% $2,940.00 42 matting, EC-2 or 3 - ind w / WP0201800073 bond 0.0 ft L 0.0 ft W 0.0 sy $2.00 $0.00 0% $0.00 43 pipe, rep, cmp (15 to 48") 15.0 in d 0 ES-1,2 0 EC-1 2929.0 ft $35.00 $102,515.00 0% $102,515.00 44 pipe, rep, cmp (15 to 48") 18.0 in d 0 ES-1,2 0 EC-1 450.0 ft $40.00 $18,000.00 0% $18,000.00 45 pipe, rep, cmp (15 to 48") 24.0 in d 2 ES-1,2 0 EC-1 87.0 ft $50.00 $5,350.00 0% $5,350.00 46 pipe, rep, cmp (15 to 48") 30.0 in d 2 ES-1,2 0 EC-1 135.0 ft $65.00 $9,775.00 0% $9,775.00 47 airfax County, 3/1/19 unit price: T x 5' concrete box culvert (design requires dbl. box) 251.2 LF $515.00 $258,756.60 0% $258,756.60 48 airtax County, 3l1/19 unit price: 4' x 6' concrete box culvert (Ave. of 4 x 4 and 6 x 6 unit price) 163.6 LF $525.00 $85,879.50 0% $85,879.50 49 airfax County, 311/19 unit price: wingwall, 4', 1 side 2.0 Ea. $845.00 $1,690.00 0% $1,690.00 50 Was County, 311119 unit price: wingwall, 5% 1 side 2.0 Ea. $1,267.00 $2,534.00 0% $2,534.00 51 clear and grub (150'±x 300V) 3000.0 ft L 150.0 ft W 10.3 acre $24,000.00 $247,933.88 0% $247,933.88 52 cut grading; details below 37210.0 cy $4.00 $148,840.00 0% $148,840.00 53 fill grading; details below 31922.0 cy $9.00 $287,298.00 0% $287,298.00 54 cut calc: (100' x 3' x 600) + (12' x .5' x 600') + 27 fts/yd. - STA. 25+00 to 31+00 (±) 6800.0 cy $4.00 T\Community Development\Engineering Division\l-Staff Folders\anderson\040918_bonds\estimates\RP_bond _est_5Nov20l4- LeWs Clark Dr Ext _SUB201800171_RP_100419.xlsx 10/4/2019 Subdivision Name: Lewis and Clark Drive Road Extension Road Plan number: SUB201800171 T M P(s): 03200-00-00-006RO Date Estimate Completed: 10/4/19 Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer) Item # Item Road Name-Shepherd's Ct./Shepherd's Lane 55 cut talc: (100' x 5' x 200') + (20' x .5' x 200�'. 27 ft'/yd. - STA. 38+00 to 40+00 (±) 56 cut talc: (100' x 10' x 500') + (40' x .5' x 500') + 27 ft'/yd. - STA. 40+00 to 45+00 (±) 57 cut talc: (100' x 9' x 200') + (36' x .5' x 200� + 27 ft'/yd. - STA. 48+00 to 50+00 (±) 58 cut talc: (100' x 2.5' x 1001) + (10' x .5' x 100') + 27 ft'/yd. - STA. 55+50 to 56+50 (±) 59 fill talc: (100' x 3' x 400� + (12' x .5' x 400') = 27 ft'/yd. - STA. 32+50 to 36+50 (±) 60 fill talc: (100' x 5' x 1001 + (20' x .5' x 100') + 27 ft'/yd. - STA. 45+00 to 45+50, and 47+50 to 48+00 (+) 61 fill talc: (100' x 15' x 200� + (60' x .5' x 200') = 27 ft'/yd. - STA. 45+50 to 47+50 (±) 62 fill talc: (100' x 10' x 100') + (40' x .5' x 100') + 27 ft'/yd. - STA. 50+00 to 51+00 (±) 63 fill talc: (100' x 15' x 150� + (60' x .5' x 150') + 27 ft'/yd. - STA. 51+00 to 52+50 (±) 64 fill talc: (100' x 5' x 100') + (20' x .5' x 100') + 27 ft'/yd. - STA. 52+50 to 53+50 (±) 65 as -built drawings (1 k + price per 0.1 mi.) 3275.0 ft L 0.62027 mi. 66 survey and layout (price per 0.1 mi.) 3275.0 ft L 0.62027 mi. 67 mobilization 68 materials testing 3275.0 ft L 6.55 Inc of 500 69 compaction testing 3275.0 ft L 6.55 inc of 500 70 CBR tests (1 every 0.1 mi. per road) 3275.0 ft L 6.55 inc of 500 71 stone depth inspections 3275.0 ft L 6.55 inc of 500 72 pavement inspections 3275.0 ft L 6.55 inc of 500 73 pipe and drainage video inspections 74 VDOT surety (1 lane) 3275.0 ft L 0.62027 mi. 75 VDOT maintenance fee (1 In rd, 1 yr) 3275.0 ft L 0.62027 mi. 76 VDOT admin. Cost recovery fee(1 lane) 3275.0 ft L 0.62027 mi. SEA-100419 RP -bond _esl_5Nov20l4- Lewis Clark Dr ER_SUB201800171_RP_100419 No. Unit Unit Cost Cost installed % compete cost remaining 3778.0 cy $4.00 18888.0 cy $4.00 6800.0 cy $4.00 944.0 cy $4.00 4533.0 cy $9.00 1889.0 cy $9.00 11333.0 cy $9.00 3778.0 cy $9.00 8500.0 cy $9.00 1889.0 cy $9.00 71sum $2,000.00 $15,000.00 0% $15,000.00 71sum $2,000.00 $15,000.00 0% $15,000.00 1 Isum $2,000.00 $2,000.00 0% $2,000.00 8 each $200.00 $1,520.00 0% $1,520.00 8 each $200.00 $1,520.00 0% $1,520.00 8 each $200.00 $1,520.00 0% $1,520.00 8 each $200.00 $1,520.00 0% $1,520.00 8 each $200.00 $1,520.00 0% $1,520.00 3601 ft $2.00 $7,202.00 0% $7,202.00 2 Lanes $2,000.00 $24,810.61 0% $24,810.61 2 Lanes $150.00 $1,860.80 0% $1,860.80 2 Lanes $100.00 $1,490.53 0% $1,490.53 cost sum $2,429,384.18 $2,429,384.18 pro}mgmt $0.00 $0.00 contingency $242,938.42 $242,938.42 Total $2,672,330 $2,672,330 1\Community Development\Engineering Division\1-Staff Folders\anderson\040918_bonds\estimates\RP_bond_est_5Nov2014- Levds Clark Dr Ext_SUB201800171_RP_100419.xlsx 10/4/2019