HomeMy WebLinkAboutSUB201400066 Bond Estimates Road Plan and Comps. 2014-10-021 Subdivision Name - Briarwood Commercial Lots, Road Plan
2 Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer,entrance corridor/road-site mitigation plantings + retaining walls)
3 Plan # SUB201400066
4
5 Item No.Unit Unit Cost Cost
6 (installed)% compete cost remaining
7 Road Name, Briarwood Drive, widening -public RW; Boulderview Road (pvt.)
8 Briarwood Dr.station 5+00 to 3+00 road length 250.0 ft
9 6 lane aggregate base 8.0 in d 250.0 ft L 38.0 ft W 443.3 ton $25.00 $11,083.33 0%$11,083.33
10 blotted or prime&double seal 250.0 ft L 0.0 ft W 0.0 sy $10.00 $0.00 0%$0.00
11 6 lane × 12' w lane asphalt base 5.5 in d 250.0 ft L 38.0 ft W 320.0 tons $84.58 $27,068.24 0%$27,068.24
12 - Ex, 34' W asphalt surface 2.5 in d 250.0 ft L 38.0 ft W 145.5 tons $91.34 $13,287.12 0%$13,287.12
13 Briarwood Dr.station 3+00 to 4+00 road length 100.0 ft
14 5 lane × 12' w lane aggregate base 8.0 in d 100.0 ft L 26.0 ft W 121.3 ton $25.00 $3,033.33 0%$3,033.33
15 blotted or prime&double seal 100.0 ft L 0.0 ft W 0.0 sy $10.00 $0.00 0%$0.00
16 5 lane × 12' w lane asphalt base 5.5 in d 100.0 ft L 26.0 ft W 87.6 tons $84.58 $7,408.15 0%$7,408.15
17 - Ex, 34' W asphalt surface 2.5 in d 100.0 ft L 26.0 ft W 39.8 tons $91.34 $3,636.47 0%$3,636.47
18 U.S. 29 paved shoulder, S of Briarwood Dr.road length 355.0 ft
19 (paved shoulder)aggregate base 6.0 in d 355.0 ft L 6.0 ft W 74.6 ton $25.00 $1,863.75 0%$1,863.75
20 blotted or prime&double seal 355.0 ft L 0.0 ft W 0.0 sy $10.00 $0.00 0%$0.00
21 asphalt base 0.0 in d 355.0 ft L 6.0 ft W 0.0 tons $84.58 $0.00 0%$0.00
22 asphalt surface 2.0 in d 355.0 ft L 6.0 ft W 26.1 tons $91.34 $2,383.29 0%$2,383.29
23 U.S. 29 NA -200' S of Briarwood Drive road length 200.0 ft
24 (taper to turn lane)aggregate base 6.0 in d 200.0 ft L 6.0 ft W, AVE 42.0 ton $25.00 $1,050.00 0%$1,050.00
25 blotted or prime&double seal 200.0 ft L 0.0 ft W, AVE 0.0 sy $10.00 $0.00 0%$0.00
26 width =Ave asphalt base 6.0 in d 200.0 ft L 6.0 ft W, AVE 44.1 tons $84.58 $3,729.98 0%$3,729.98
27 asphalt surface 2.0 in d 200.0 ft L 6.0 ft W, AVE 14.7 tons $91.34 $1,342.70 0%$1,342.70
28 U.S. 29 NA -200' S of Briarwood Drive road length 200.0 ft
29 (turn lane)aggregate base 6.0 in d 200.0 ft L 12.0 ft W 84.0 ton $25.00 $2,100.00 0%$2,100.00
30 blotted or prime&double seal 200.0 ft L 0.0 ft W 0.0 sy $10.00 $0.00 0%$0.00
31 -onto Boulderview asphalt base 6.0 in d 200.0 ft L 12.0 ft W 88.2 tons $84.58 $7,459.96 0%$7,459.96
32 asphalt surface 2.0 in d 200.0 ft L 12.0 ft W 29.4 tons $91.34 $2,685.40 0%$2,685.40
33 Elm Tree Court station 10+00 to 11+75 road length 175.0 ft
34 aggregate base 8.0 in d 175.0 ft L 24.0 ft W 196.0 ton $25.00 $4,900.00 0%$4,900.00
35 blotted or prime&double seal 175.0 ft L 0.0 ft W 0.0 sy $10.00 $0.00 0%$0.00
36 asphalt base 5.0 in d 175.0 ft L 24.0 ft W 128.6 tons $84.58 $10,879.10 0%$10,879.10
37 asphalt surface 2.0 in d 175.0 ft L 24.0 ft W 51.5 tons $91.34 $4,699.44 0%$4,699.44
38 Elm Tree Court NA - 46' R, temp turnaround road length 6648.0 ft
39 temp turnaround aggregate base 8.0 in d 6648.0 ft L 1.0 ft W 310.2 ton $25.00 $7,756.00 0%$7,756.00
40 blotted or prime&double seal 6648.0 ft L 1.0 ft W Scott 738.7 sy $10.00 $7,386.67 0%$7,386.67
41 46' R; L =6648,asphalt base 5.0 in d 6648.0 ft L 1.0 ft W Collins, 10/10/15 203.6 tons $84.58 $17,220.07 0%$17,220.07
42 = Equivalent Area asphalt surface 2.0 in d 6648.0 ft L 1.0 ft W 81.4 tons $91.34 $7,438.55 0%$7,438.55
43 Boulderview Dr./sta. 10+00 -12+72.98 (Drive); 16+11.84 -25+01.47 (Road)road length 1162.6 ft
44 Boulderview Rd.aggregate base 8.0 in d 1162.6 ft L 24.0 ft W 1302.1 ton $25.00 $32,553.08 0%$32,553.08
45 blotted or prime&double seal 1162.6 ft L 0.0 ft W 0.0 sy $10.00 $0.00 0%$0.00
46 asphalt base 5.0 in d 1162.6 ft L 24.0 ft W 854.5 tons $84.58 $72,275.16 0%$72,275.16
47 asphalt surface 2.0 in d 1162.6 ft L 24.0 ft W 341.8 tons $91.34 $31,220.68 0%$31,220.68
48 curb CG-2 615.0 ft $13.00 $7,995.00 0%$7,995.00
49 curb CG-6 3210.0 ft $15.00 $48,150.00 0%$48,150.00
50 sidewalk, concrete (5')2920.0 ft $17.00 $49,640.00 0%$49,640.00
51 ramp CG-12 10 ft $350.00 $3,500.00 0%$3,500.00
52 street name sign 3 each $200.00 $600.00 0%$600.00
C:\Users\janderson2\Documents\PROJ comments\bonds\briarwood road-sub201400066-102014ADJUST.xlsx 10/21/2014
1 Subdivision Name - Briarwood Commercial Lots, Road Plan
2 Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer,entrance corridor/road-site mitigation plantings + retaining walls)
3 Plan # SUB201400066
4
5 Item No.Unit Unit Cost Cost
6 (installed)% compete cost remaining
7 Road Name, Briarwood Drive, widening -public RW; Boulderview Road (pvt.)
53 traffic control sign 3 each $200.00 $600.00 0%$600.00
54 Pavementstop bar (16', 24')40 ft 40 ft $16.00 $640.00 0%$640.00
55 Miscel.tubular delineators, Briarwood Drive 8 Each 8 each $100.00 $800.00 0%$800.00
56 el -single / pavement marking, Arrow 18 Each 18 each $330.00 $5,940.00 0%$5,940.00
57 Briarwood Rd Street Landscape -trees 49 Each 49 each $150.00 $7,350.00 0%$7,350.00
58 Boulderview Rd Street Landscape -trees 15 Each 15 each $150.00 $2,250.00 0%$2,250.00
59 Boulderview Dr Street Landscape -trees 7 Each 7 each $150.00 $1,050.00 0%$1,050.00
60 Outfall Area Entr. Corridor Landscape -trees 9 Each 9 each $150.00 $1,350.00 0%$1,350.00
61 SWM basin Entr. Corridor Landscape -trees 11 Each 11 each $150.00 $1,650.00 0%$1,650.00
62 ref. SDP2013-35 Mitigation Area Landscaping -trees 165 Each 165 each $150.00 $24,750.00 0%$24,750.00
63 Briarwood Rd Street Landscape -shrubs & grasses (VDOT bid tab- 2013, 4 species, $ x 2)122 Each 122 each $29.52 $3,601.44 0%$3,601.44
64 Boulderview Rd Street Landscape -shrubs & grasses 0 Each 0 each $29.52 $0.00 0%$0.00
65 Boulderview Dr Street Landscape -shrubs & grasses 0 Each 0 each $29.52 $0.00 0%$0.00
66 Outfall Area Street Landscape -shrubs & grasses 54 Each 54 each $29.52 $1,594.08 0%$1,594.08
67 SWM basin Street Landscape -shrubs & grasses 124 Each 124 each $29.52 $3,660.48 0%$3,660.48
68 ref. SDP2013-35 Mitigation Area Landscaping -shrubs & grasses 90 Each 90 each $29.52 $2,656.80 0%$2,656.80
69 guardrail -Future, Rte. 29 Median -Present, only relocation 0 ES @ $37003000 0.0 ft $17.00 $0.00 0%$0.00
70 drop inlet or grate 26 each $3,500.00 $91,000.00 0%$91,000.00
71 standard manhole frame top (not inlet)3 each $500.00 $1,500.00 0%$1,500.00
72 manhole structure (per ft. rise)30 ft $450.00 $13,500.00 0%$13,500.00
73 pipe, rcp, cmp (15 to 48")15.0 in d 0 ES-1,2 0 EC-1 1460.0 ft $35.00 $51,100.00 0%$51,100.00
74 pipe, rcp, cmp (15 to 48")18.0 in d 1 ES-1,2 0 EC-1 350.0 ft $40.00 $14,500.00 0%$14,500.00
75 pipe, rcp, cmp (15 to 48")24.0 in d 1 ES-1,2 1 EC-1 90.0 ft $50.00 $5,500.00 0%$5,500.00
76 rip-rap, placed 1.0 ft d 24.0 ft L 6.0 ft W 10.8 ton $60.00 $648.00 0%$648.00
77 matting, EC-2 or 3 24.0 ft L 6.0 ft W 144.0 sy $2.00 $288.00 0%$288.00
78 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
79 cut grading Scott 2277.7 cy $4.00 $9,110.80 0%$9,110.80
80 fill grading Collins, 10/10/15 2722.3 cy $9.00 $24,500.61 0%$24,500.61
81 Wall 1 retaining wall -block Allied Concrete, 10/10/14; JA 1050.0 sf/block $5.00 $5,250.00 0%$5,250.00
82 Wall 2 retaining wall -block Charlottesville, VA 1086.0 sf/block $5.00 $5,430.00 0%$5,430.00
83 Wall 3 retaining wall -block 2600.0 sf/block $5.00 $13,000.00 0%$13,000.00
84 All walls
geogrid -tel. Allied, 10/10/14 4000.0 lsum $4,000.00 0%$4,000.00
85 All walls
Installation = Material $ -estimate 27680.0 lsum $27,680.00 0%$27,680.00
86 as-built drawings (1k + price per 0.1 mi.)2087.6 ft L 0.39538 mi.4 lsum $2,000.00 $9,000.00 0%$9,000.00
87 survey and layout (price per 0.1 mi.)2087.6 ft L 0.39538 mi.4 lsum $2,000.00 $9,000.00 0%$9,000.00
88 mobilization 2087.6 1 lsum $500.00 $500.00 0%$500.00
89 materials testing 2087.6 ft L 4.17522 inc of 500'5 each $200.00 $1,040.00 0%$1,040.00
90 compaction testing 2087.6 ft L 4.17522 inc of 500'5 each $200.00 $1,040.00 0%$1,040.00
91 CBR tests (1 every 0.1 mi. per road)2087.6 ft L 4.17522 inc of 500'5 each $200.00 $1,040.00 0%$1,040.00
92 stone depth inspections 2087.6 ft L 4.17522 inc of 500'5 each $200.00 $1,040.00 0%$1,040.00
93 pavement inspections 2087.6 ft L 4.17522 inc of 500'5 each $200.00 $1,040.00 0%$1,040.00
94 pipe and drainage video inspections 1900 ft $2.00 $3,800.00 0%$3,800.00
95 VDOT surety (1 lane)750.0 ft L 0.14205 mi.2 Lanes $2,000.00 $5,681.82 0%$5,681.82
96 VDOT maintenance fee (1 ln rd, 1 yr)750.0 ft L 0.14205 mi.2 Lanes $150.00 $426.14 0%$426.14
97 VDOT admin. Cost recovery fee(1 lane)750.0 ft L 0.14205 mi.2 Lanes $100.00 $534.09 0%$534.09
C:\Users\janderson2\Documents\PROJ comments\bonds\briarwood road-sub201400066-102014ADJUST.xlsx 10/21/2014
1 Subdivision Name - Briarwood Commercial Lots, Road Plan
2 Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer,entrance corridor/road-site mitigation plantings + retaining walls)
3 Plan # SUB201400066
4
5 Item No.Unit Unit Cost Cost
6 (installed)% compete cost remaining
7 Road Name, Briarwood Drive, widening -public RW; Boulderview Road (pvt.)
98
99 cost sum $753,387.72 $753,387.72
100 prior to VDOT bid tab / Allowance (100, 101) adjustments,and prior to incidentals (54-56):was $1,036,940 proj mgmt ref §14-435.C.$37,669.39 $37,669.39
101 contingency ref §14-435.C.$37,669.39 $37,669.39
102
103 Total $828,730 $828,730
ja -10/10/14; rev 10/20/14
C:\Users\janderson2\Documents\PROJ comments\bonds\briarwood road-sub201400066-102014ADJUST.xlsx 10/21/2014