2025 ASPHALT BID FORM.xls
XLS spreadsheet 164 KB Posted
- Attached to
- 2025 Asphalt Road Program State and local contract opportunity
- Solicitation number
- IFB-CAH-05-29-2025-001
- Issued by
- Oakland County, Michigan
About this file
This is a 2025 Asphalt Bid Form for the City of Auburn Hills in Oakland County, Michigan, prepared by OHM (Job Number 0120-24-0340). The bid document covers four primary divisions of road and infrastructure work: Shimmons Circle, Tienken Road, Tienken Pathway, and Asphalt Maintenance. The project involves comprehensive road reconstruction and maintenance, including culvert removal and replacement, erosion control, pavement removal and replacement, aggregate base installation, drainage structure adjustments, traffic control, and landscaping restoration. The bid form includes detailed line items with quantities for each project division, covering activities such as mobilization, clearing, excavation, concrete work, asphalt paving, signage, barricades, and utility adjustments.
The bid form provides a comprehensive breakdown of estimated quantities and spaces for unit pricing across 216 distinct line items, with each division having specific mobilization, cleanup, and crew day allocations. The document allows contractors to input unit prices for each item, with the total bid amount calculated by multiplying quantities by proposed unit prices. While specific budget allocations are not pre-filled, the form is structured to capture precise cost estimates for a multi-faceted road infrastructure project. The project appears to be funded through municipal infrastructure budgeting, with work spread across different road segments and maintenance areas in Auburn Hills, focusing on road reconstruction, pathway development, and general asphalt maintenance.
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Other files for this state and local contract opportunity
| File | Type | Posted |
|---|---|---|
| BID BOOK 2025 Asphalt Road Program.pdf | ||
| BID PLANS 2025 ASPHALT ROAD PROGRAM.pdf |
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Text version
Sheet1
| BID FORM for 2025 ASPHALT ROAD PROGRAM | |||||||
| City of Auburn Hills, Oakland County, State of Michigan | |||||||
| OHM Job Number 0120-24-0340 | |||||||
| Estimated | Unit | ||||||
| Item | Description | Quantity | Price | Amount | |||
| Division 1: SHIMMONS CIRCLE | |||||||
| 1 | Mobilization, Max 10% | 0.4 | LSUM | $ | $ | ||
| 2 | Clearing, Special | 1 | Sta | $ | $ | ||
| 3 | Culv, Rem, Less than 24 inch | 12 | Ea | $ | $ | ||
| 4 | Culv, End, Rem, Less than 24 inch | 10 | Ea | $ | $ | ||
| 5 | Masonry and Conc Structure, Rem | 10 | Cyd | $ | $ | ||
| 6 | Exploratory Investigation, Vertical | 30 | Ft | $ | $ | ||
| 7 | Pavt, Rem, Modified | 2818 | Syd | $ | $ | ||
| 8 | Ditch Cleanout | 12.5 | Sta | $ | $ | ||
| 9 | Embankment, CIP | 750 | Cyd | $ | $ | ||
| 10 | Excavation, Earth | 375 | Cyd | $ | $ | ||
| 11 | Subgrade Undercutting, Type IV | 200 | Cyd | $ | $ | ||
| 12 | Erosion Control, Check Dam, Stone | 120 | Ft | $ | $ | ||
| 13 | Erosion Control, Inlet Protection, Fabric Drop | 5 | Ea | $ | $ | ||
| 14 | Erosion Control, Silt Fence | 1230 | Ft | $ | $ | ||
| 15 | Project Cleanup | 0.4 | LSUM | $ | $ | ||
| 16 | Aggregate Base, Modified | 1117 | Ton | $ | $ | ||
| 17 | HMA Base Crushing and Shaping | 9208 | Syd | $ | $ | ||
| 18 | Material, Surplus and Unsuitable, Rem, LM | 50 | Cyd | $ | $ | ||
| 19 | Salv Crushed Material, LM | 100 | Cyd | $ | $ | ||
| 20 | Maintenance Gravel | 300 | Ton | $ | $ | ||
| 21 | Culv End Sect, 12 inch | 7 | Ea | $ | $ | ||
| 22 | Culv End Sect, Conc, 15 inch | 3 | Ea | $ | $ | ||
| 23 | Culv End Sect, Conc, 18 inch | 1 | Ea | $ | $ | ||
| 24 | Culv, Cl E, Conc, 15 inch | 86 | Ft | $ | $ | ||
| 25 | Culv, Cl E, Conc, 18 inch | 48 | Ft | $ | $ | ||
| 26 | Culv, Cl F, 12 inch | 502 | Ft | $ | $ | ||
| 27 | Sewer, Cl A, 12 inch, Tr Det B | 344 | Ft | $ | $ | ||
| 28 | Dr Structure Cover, Type G | 5 | Ea | $ | $ | ||
| 29 | Dr Structure, 24 inch dia | 3 | Ea | $ | $ | ||
| 30 | Dr Structure, 48 inch dia | 2 | Ea | $ | $ | ||
| 31 | Dr Structure, Tap, 18 inch | 1 | Ea | $ | $ | ||
| 32 | San Structure Cover, Adj | 13 | Ea | $ | $ | ||
| 33 | Structure, Adj, Add Depth | 5 | Ea | $ | $ | ||
| 34 | Structure, Point Up | 1 | Ea | $ | $ | ||
| 35 | Wtr Structure Cover, Adj | 3 | Ea | $ | $ | ||
| 36 | HMA Approach | 439 | Ton | $ | $ | ||
| 37 | HMA, 3EML | 1635 | Ton | $ | $ | ||
| 38 | HMA, 5EML | 1091 | Ton | $ | $ | ||
| 39 | Driveway, Nonreinf Conc, 5 inch | 1223 | Syd | $ | $ | ||
| 40 | Post, Mailbox, Remove and Reset | 60 | Ea | $ | $ | ||
| 41 | Sign, Type IIIB | 16 | Sft | $ | $ | ||
| 42 | Ground Mtd Sign Support, Rem | 4 | Ea | $ | $ | ||
| 43 | Post, Steel, Modified | 56 | Ft | $ | $ | ||
| 44 | Barricade, Type III, High Intensity, Double Sided, Lighted, Furn | 4 | Ea | $ | $ | ||
| 45 | Barricade, Type III, High Intensity, Double Sided, Lighted, Oper | 4 | Ea | $ | $ | ||
| 46 | Pedestrian Type II Barricade, Temp | 4 | Ea | $ | $ | ||
| 47 | Channelizing Device, 42 inch, Fluorescent, Furn | 100 | Ea | $ | $ | ||
| 48 | Channelizing Device, 42 inch, Fluorescent, Oper | 100 | Ea | $ | $ | ||
| 49 | Dust Palliative, Applied | 5 | Ton | $ | $ | ||
| 50 | Minor Traf Devices | 0.4 | LSUM | $ | $ | ||
| 51 | Sign, Type B, Temp, Prismatic, Furn | 113 | Sft | $ | $ | ||
| 52 | Sign, Type B, Temp, Prismatic, Oper | 113 | Sft | $ | $ | ||
| 53 | Sign, Type B, Temp, Prismatic, Spec, Furn | 16 | Sft | $ | $ | ||
| 54 | Sign, Type B, Temp, Prismatic, Spec, Oper | 16 | Sft | $ | $ | ||
| 55 | Traf Regulator Control | 0.4 | LSUM | $ | $ | ||
| 56 | Riprap, Plain | 24 | Syd | $ | $ | ||
| 57 | Boulder, Relocate | 60 | Ea | $ | $ | ||
| 58 | Salvage Landscaping and Lighting | 5 | Ea | $ | $ | ||
| 59 | Turf Establishment, Performance | 9000 | Syd | $ | $ | ||
| 60 | Protect Corners | 10 | Ea | $ | $ | ||
| 61 | Water Shutoff, Adj, Case 2 | 5 | Ea | $ | $ | ||
| 62 | Gate Well, Cover | 3 | Ea | $ | $ | ||
| 63 | Sprinkler Line | 1000 | Ft | $ | $ | ||
| 64 | Irrigation Control Box, Relocate | 1 | Ea | $ | $ | ||
| 65 | Irrigation Control Box, Replace | 1 | Ea | $ | $ | ||
| 66 | Sprinkler Head, Relocate | 10 | Ea | $ | $ | ||
| 67 | Sprinkler Head, Replace | 40 | Ea | $ | $ | ||
| 68 | Contractor Staking | 0.4 | LSUM | $ | $ | ||
| 69 | Sanitary Structure Cover, Type Q | 13 | Ea | $ | $ | ||
| 70 | Audio Video Route Survey | 0.4 | LSUM | $ | $ | ||
| 71 | Crew Days | Cdays | $ | 780.00 | $ | ||
| Subtotal Division 1 (ITEMS 1-71 incl.): | $ | ||||||
| Division 2: TIENKEN ROAD | |||||||
| 72 | Mobilization, Max 10% | 0.3 | LSUM | $ | $ | ||
| 73 | Clearing, Special | 7 | Sta | $ | $ | ||
| 74 | Tree, Rem, 19 inch to 36 inch | 13 | Ea | $ | $ | ||
| 75 | Tree, Rem, 37 inch or Larger | 4 | Ea | $ | $ | ||
| 76 | Tree, Rem, 6 inch to 18 inch | 23 | Ea | $ | $ | ||
| 77 | Stump, Rem, 19 inch to 36 inch | 1 | Ea | $ | $ | ||
| 78 | Stump, Rem, 37 inch or Larger | 1 | Ea | $ | $ | ||
| 79 | Culv, Rem, Less than 24 inch | 11 | Ea | $ | $ | ||
| 80 | Culv, End, Rem, Less than 24 inch | 10 | Ea | $ | $ | ||
| 81 | Dr Structure, Rem | 3 | Ea | $ | $ | ||
| 82 | Sewer, Rem, Less than 24 inch | 36 | Ft | $ | $ | ||
| 83 | Masonry and Conc Structure, Rem | 10 | Cyd | $ | $ | ||
| 84 | Sidewalk, Rem | 37 | Syd | $ | $ | ||
| 85 | Exploratory Investigation, Vertical | 20 | Ft | $ | $ | ||
| 86 | Pavt, Rem, Modified | 921 | Syd | $ | $ | ||
| 87 | Ditch Cleanout | 6 | Sta | $ | $ | ||
| 88 | Embankment, CIP | 75 | Cyd | $ | $ | ||
| 89 | Erosion Control, Inlet Protection, Fabric Drop | 21 | Ea | $ | $ | ||
| 90 | Erosion Control, Silt Fence | 720 | Ft | $ | $ | ||
| 91 | Project Cleanup | 0.3 | LSUM | $ | $ | ||
| 92 | Aggregate Base, 4 inch, Modified | 474 | Syd | $ | $ | ||
| 93 | Aggregate Base, 6 inch, Modified | 359 | Syd | $ | $ | ||
| 94 | Aggregate Base, 8 inch, Modified | 638 | Syd | $ | $ | ||
| 95 | Maintenance Gravel, LM | 250 | Cyd | $ | $ | ||
| 96 | Trenching | 41 | Sta | $ | $ | ||
| 97 | Shld, Cl II, 4 inch, Modified | 910 | Syd | $ | $ | ||
| 98 | Culv End Sect, 12 inch | 1 | Ea | $ | $ | ||
| 99 | Culv End Sect, Conc, 12 inch | 2 | Ea | $ | $ | ||
| 100 | Culv, Cl E, Conc, 12 inch | 55 | Ft | $ | $ | ||
| 101 | Culv, Cl F, 12 inch | 145 | Ft | $ | $ | ||
| 102 | Sewer, Cl A, 12 inch, Tr Det B | 814 | Ft | $ | $ | ||
| 103 | Sewer Tap, 24 inch | 2 | Ea | $ | $ | ||
| 104 | Dr Structure Cover, Type B | 1 | Ea | $ | $ | ||
| 105 | Dr Structure Cover, Type E | 1 | Ea | $ | $ | ||
| 106 | Dr Structure Cover, Type G | 14 | Ea | $ | $ | ||
| 107 | Dr Structure Lead, Cleaning, 24 inch | 840 | Ft | $ | $ | ||
| 108 | Dr Structure, 24 inch dia | 10 | Ea | $ | $ | ||
| 109 | Dr Structure, 48 inch dia | 2 | Ea | $ | $ | ||
| 110 | Dr Structure, Tap, 12 inch | 5 | Ea | $ | $ | ||
| 111 | San Structure Cover, Adj | 1 | Ea | $ | $ | ||
| 112 | Stm Structure Cover, Adj | 4 | Ea | $ | $ | ||
| 113 | Structure, Adj, Add Depth | 3 | Ea | $ | $ | ||
| 114 | Structure, Point Up | 4 | Ea | $ | $ | ||
| 115 | Pavt, Cleaning | 0.7 | LSUM | $ | $ | ||
| 116 | Cold Milling HMA Surface | 6518 | Syd | $ | $ | ||
| 117 | Pavt for Butt Joints, Rem | 50 | Syd | $ | $ | ||
| 118 | Pavt Joint and Crack Repr, Det 7 | 4600 | Ft | $ | $ | ||
| 119 | Pavt Joint and Crack Repr, Det 8 | 460 | Ft | $ | $ | ||
| 120 | Hand Patching | 355 | Ton | $ | $ | ||
| 121 | HMA Approach | 80 | Ton | $ | $ | ||
| 122 | HMA, 4EML | 805 | Ton | $ | $ | ||
| 123 | HMA, 5EML | 805 | Ton | $ | $ | ||
| 124 | Driveway, Nonreinf Conc, 6 inch | 154 | Syd | $ | $ | ||
| 125 | Curb and Gutter, Conc, Det F4 | 25 | Ft | $ | $ | ||
| 126 | Detectable Warning Surface | 8 | Ft | $ | $ | ||
| 127 | Curb Ramp, Conc, 6 inch | 190 | Sft | $ | $ | ||
| 128 | Post, Mailbox, Remove and Reset | 15 | Ea | $ | $ | ||
| 129 | Sign, Type III, Erect, Salv | 1 | Ea | $ | $ | ||
| 130 | Sign, Type IIIB | 35 | Sft | $ | $ | ||
| 131 | Ground Mtd Sign Support, Rem | 6 | Ea | $ | $ | ||
| 132 | Post, Steel, Modified | 98 | Ft | $ | $ | ||
| 133 | Pavt Mrkg, Polyurea, 6 inch, White | 3950 | Ft | $ | $ | ||
| 134 | Pavt Mrkg, Polyurea, 6 inch, Yellow | 3355 | Ft | $ | $ | ||
| 135 | Pavt Mrkg, Polyurea, 12 inch, Crosswalk | 96 | Ft | $ | $ | ||
| 136 | Rem Spec Mrkg | 20 | Sft | $ | $ | ||
| 137 | Barricade, Type III, High Intensity, Double Sided, Lighted, Furn | 6 | Ea | $ | $ | ||
| 138 | Barricade, Type III, High Intensity, Double Sided, Lighted, Oper | 6 | Ea | $ | $ | ||
| 139 | Pedestrian Type II Barricade, Temp | 2 | Ea | $ | $ | ||
| 140 | Channelizing Device, 42 inch, Fluorescent, Furn | 200 | Ea | $ | $ | ||
| 141 | Channelizing Device, 42 inch, Fluorescent, Oper | 200 | Ea | $ | $ | ||
| 142 | Minor Traf Devices | 0.5 | LSUM | $ | $ | ||
| 143 | Pavt Mrkg, Wet Reflective, Type R, Tape, 4 inch, Yellow, Temp | 1500 | Ft | $ | $ | ||
| 144 | Sign Cover | 5 | Ea | $ | $ | ||
| 145 | Sign, Type B, Temp, Prismatic, Furn | 167 | Sft | $ | $ | ||
| 146 | Sign, Type B, Temp, Prismatic, Oper | 167 | Sft | $ | $ | ||
| 147 | Sign, Type B, Temp, Prismatic, Spec, Furn | 76 | Sft | $ | $ | ||
| 148 | Sign, Type B, Temp, Prismatic, Spec, Oper | 76 | Sft | $ | $ | ||
| 149 | Traf Regulator Control | 0.5 | LSUM | $ | $ | ||
| 150 | Riprap, Plain | 12 | Syd | $ | $ | ||
| 151 | Turf Establishment, Performance | 5000 | Syd | $ | $ | ||
| 152 | Monument Box | 1 | Ea | $ | $ | ||
| 153 | Monument Box Adj | 1 | Ea | $ | $ | ||
| 154 | Monument Preservation | 1 | Ea | $ | $ | ||
| 155 | Water Shutoff, Adj, Case 2 | 2 | Ea | $ | $ | ||
| 156 | Sprinkler Line | 5000 | Ft | $ | $ | ||
| 157 | Irrigation Control Box, Relocate | 1 | Ea | $ | $ | ||
| 158 | Irrigation Control Box, Replace | 1 | Ea | $ | $ | ||
| 159 | Sprinkler Head, Relocate | 5 | Ea | $ | $ | ||
| 160 | Sprinkler Head, Replace | 15 | Ea | $ | $ | ||
| 161 | Contractor Staking | 0.3 | LSUM | $ | $ | ||
| 162 | Sanitary Structure Cover, Type Q | 1 | Ea | $ | $ | ||
| 163 | Audio Video Route Survey | 0.3 | LSUM | $ | $ | ||
| 164 | Crew Days | Cdays | $ | 780.00 | $ | ||
| Subtotal Division 2 (ITEMS 72-164 incl.): | $ | 0.00 | |||||
| Division 3: TIENKEN PATHWAY | |||||||
| 165 | Mobilization, Max 10% | 0.2 | LSUM | $ | $ | ||
| 166 | Subgrade Undercutting, Type IV | 50 | Cyd | $ | $ | ||
| 167 | Project Cleanup | 0.2 | LSUM | $ | $ | ||
| 168 | Aggregate Base, 6 inch, Modified | 1646 | Syd | $ | $ | ||
| 169 | Geotextile, Stabilization | 200 | Syd | $ | $ | ||
| 170 | Dr Structure, Tap, 6 inch | 2 | Ea | $ | $ | ||
| 171 | Utl Structure Cover, Adj | 1 | Ea | $ | $ | ||
| 172 | Underdrain, Subgrade, Open-Graded, 6 inch | 50 | Ft | $ | $ | ||
| 173 | Sidewalk, Conc, 4 inch | 150 | Sft | $ | $ | ||
| 174 | Shared use Path, Grading | 1750 | Ft | $ | $ | ||
| 175 | Shared use Path, HMA | 363 | Ton | $ | $ | ||
| 176 | Contractor Staking | 0.2 | LSUM | $ | $ | ||
| 177 | Audio Video Route Survey | 0.2 | LSUM | $ | $ | ||
| 178 | Crew Days | Cdays | $ | 780.00 | $ | ||
| Subtotal Division 3 (ITEMS 165-178 incl.): | $ | ||||||
| Division 4: ASPHALT MAINTENANCE | |||||||
| 179 | Mobilization, Max 10% | 0.1 | LSUM | $ | $ | ||
| 180 | Erosion Control, Inlet Protection, Fabric Drop | 4 | Ea | $ | $ | ||
| 181 | Project Cleanup | 0.1 | LSUM | $ | $ | ||
| 182 | Maintenance Gravel, LM | 10 | Cyd | $ | $ | ||
| 183 | Dr Structure Cover, Type B | 2 | Ea | $ | $ | ||
| 184 | San Structure Cover, Adj | 1 | Ea | $ | $ | ||
| 185 | Stm Structure Cover, Adj | 2 | Ea | $ | $ | ||
| 186 | Pavt, Cleaning | 0.3 | LSUM | $ | $ | ||
| 187 | Cold Milling HMA Surface | 1235 | Syd | $ | $ | ||
| 188 | Pavt for Butt Joints, Rem | 20 | Syd | $ | $ | ||
| 189 | Joint and Crack, Cleanout | 35000 | Ft | $ | $ | ||
| 190 | Pavt Joint and Crack Repr, Det 7 | 100 | Ft | $ | $ | ||
| 191 | Pavt Joint and Crack Repr, Det 8 | 10 | Ft | $ | $ | ||
| 192 | Hand Patching | 7 | Ton | $ | $ | ||
| 193 | HMA, 5EML | 150 | Ton | $ | $ | ||
| 194 | HMA Crack Treatment, Lane, Special | 35000 | Ft | $ | $ | ||
| 195 | Pavt Mrkg, Polyurea, 6 inch, White | 85 | Ft | $ | $ | ||
| 196 | Pavt Mrkg, Polyurea, 6 inch, Yellow | 883 | Ft | $ | $ | ||
| 197 | Pavt Mrkg, Polyurea, 24 inch, Stop Bar | 26 | Ft | $ | $ | ||
| 198 | Pavt Mrkg, Polyurea, Lt Turn Arrow Sym | 2 | Ea | $ | $ | ||
| 199 | Barricade, Type III, High Intensity, Double Sided, Lighted, Furn | 2 | Ea | $ | $ | ||
| 200 | Barricade, Type III, High Intensity, Double Sided, Lighted, Oper | 2 | Ea | $ | $ | ||
| 201 | Pedestrian Type II Barricade, Temp | 1 | Ea | $ | $ | ||
| 202 | Channelizing Device, 42 inch, Fluorescent, Furn | 25 | Ea | $ | $ | ||
| 203 | Channelizing Device, 42 inch, Fluorescent, Oper | 25 | Ea | $ | $ | ||
| 204 | Minor Traf Devices | 0.1 | LSUM | $ | $ | ||
| 205 | Pavt Mrkg, Wet Reflective, Type R, Tape, 4 inch, Yellow, Temp | 500 | Ft | $ | $ | ||
| 206 | Sign Cover | 2 | Ea | $ | $ | ||
| 207 | Sign, Type B, Temp, Prismatic, Furn | 34 | Sft | $ | $ | ||
| 208 | Sign, Type B, Temp, Prismatic, Oper | 34 | Sft | $ | $ | ||
| 209 | Traf Regulator Control | 0.1 | LSUM | $ | $ | ||
| 210 | Monument Box | 1 | Ea | $ | $ | ||
| 211 | Monument Box Adj | 1 | Ea | $ | $ | ||
| 212 | Monument Preservation | 1 | Ea | $ | $ | ||
| 213 | Contractor Staking | 0.1 | LSUM | $ | $ | ||
| 214 | Sanitary Structure Cover, Type Q | 1 | Ea | $ | $ | ||
| 215 | Audio Video Route Survey | 0.1 | LSUM | $ | $ | ||
| 216 | Crew Days | Cdays | $ | 780.00 | $ | ||
| Subtotal Division 4 (ITEMS 179-216 incl.): | $ | ||||||
| Subtotal Division 1: | $ | ||||||
| Subtotal Division 2: | $ | ||||||
| Subtotal Division 3: | $ | ||||||
| Subtotal Division 4: | $ | ||||||
| Total Bid Amount (Divisions 1 - 4 incl.): | $ |
&C&"Times New Roman,Regular"&11BF-&P&R&"Times New Roman,Regular"&11 Job No 0120-24-0340
File details come from the government source that posted it. Updated .