ORB3027_Harden Ridge_Hoosier_Table1_Description of Work.pdf
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- Attached to
- Harden Ridge Recreation Area Paving Federal contract opportunity
- Solicitation number
- AG-52B1-S-10-0057
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Table 1 - Description of Work
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Text version
Hardin Ridge Asphalt Road Repairs - Road 4725.000
Section 1A
Sq. Ft. Area
Section 2A
Sq. Ft. Area
Section 4
Sq. Ft.
Area
0+00 1/ Both 1 1/2" #11 HMA 323 40 12,920
Begin 1 1/2" asphalt surface course overlay and #73 shoulder aggregate to protect edge of pavement. Mill beginning and end of road and all road junctions.
Optional
0+60 Right Yellow Stripping 267 Stripe centerline of the road Optional
0+60 Right White Stripping 284 Stripe right lane of the road Optional
3+00 Right Parking area 23 27 621 Place 1 1/2" asphalt surface course overlay parking area Optional
3+45 Right Rt lane gatehouse 175 12 2,100 Mill road and place 1 1/2" asphalt surface course overlay right lane at gatehouse Optional
3+45 Left Left Lane gatehouse 285 12 3,420 Mill and place 1 1/2" asphalt surface course overlay left lane at gatehouse Optional
3+45 Center lane gatehouse 196 15 2,940 Mill road and place 1 1/2" asphalt surface course overlay center lane thru gatehouse Optional
4+35 1/ Both 1 1/2" #11 HMA 11,438 20 228,760 Optional
4+35 Left Pavement distress 63 12 756 Base
5+06 Both Pavement distress 43 24.5 1053.5 Base
7+10 (MP
0.1A) Right edge cracking 141 11 1551 Base
8+50 Both Pavement distress 57 22 1254 Base
9+08 Right Pavement distress 151 13.5 2038.5 Base
11+03
(MP 0.2A)
Both Pavement distress 139 21 2919 Base
14+98 (MP
0.2B) Right edge cracking 38 10 380 Jct with RV dump left. Base
30+64 (MP
0.5A) Right Pavement distress 190 11 2090 Base
32+55 Both Weak Subgrade 228 21.5 4902 Base
40+18 MP
0.7A) Both Pedestrian Crosswalk 22'
Paint 5' wide yellow crosswalk across road with 4 hash marks Optional
50+91 (MP
0.9A) Right Pavement distress 174 10.5 1827 Base
57+51 Right Pavement distress 136 10.5 1428 Base
63+91
(MP 1.2A)
Right Pavement distress 94 10.5 987 Base
67+55 Right edge cracking 93 10.5 976.5 Base
69+23 Both Weak Subgrade 187 21 3927
Excavate to widths and depth shown, slope to drain left thru shoulder. Backfill as shown on drawings. (White Oak Camping Loop jct) Base
75+83 Both Paving fabric 40 20 Place 90 sq. yds of paving fabric incidental to overlay cost Optional
81+44
(MP 1.6A)
Right Pavement distress 63 10.5 661.5 Base
85+79
(MP 1.6B)
Right Pavement distress 102 10.5 1071 Base
88+86 Left Pavement distress 119 10.5 1249.5 Base
90+76
(MP1.7A)
Both Pedestrian Crosswalk 26
Paint 5' wide yellow crosswalk across road with 4 hash marks Optional
94+19 (MP
1.8A) Both Pavement distress 225 20 4500 Base
96+43 Left edge cracking 32 10.5 336
Construct trench drain consisting of 6" perf pipe, geotextile*, and #2 aggregate in left ditch line to drain digout.( FS to supply perf pipe).
Base
98+72 Left Scenic overlook parking area 150 10 1500 Remove and reset curbing Optional
101+07
(MP 1.9A)
Right Pavement distress 120 10.5 1260 Base
102+27
(MP 2.0)
Disposal area access right for excavated material Base
105+50 Paved trough (ditch) 300 4 1200 Base
118+73
(MP 2.3) End overlay End Project
All Disposal Area
Shaping of disposal area to drain and installation of silt fence Base
All Mobilization2/
Mobilize equipment, men, materials to project and istallation of signs, etc.
Base &
Optional
TOTALS TOTALS 252,261 3,927 29,508 1,733 35168 sq ft
Overlay Sq.
Ft. Area
Station
(milepost) Description Length
Pave to guardrail, construct a trough in pavement to act as a ditch or a berm. Paved ditch is to go from the culvert within guardrail area to end of guardrail. At end of guardrail construct 3' wide runoff ditch draining onto natural ground. Within runoff ditch construct a concrete hardened rock check dam. Line runoff ditch with 8 oz nonwoven geotextile and fill with type 1 riprap..
Work
Status
HRRA Paving Contract
ORB-3027
Table 1 - Description of Work
Width
Road Dig outs
Lane Remarks
*Geotextile shall meet Specifications for Type II-B Separation Geotextile as shown on Table 714-2 in FP-03 Specification Book.
2/ Mobilization will only be paid once for the Base Item and Each Optional Item Category. (Refer to Schedule of Items)
1/ Average Width is shown for the station
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