2025 Local Road Program Bid Form.xlsx
XLSX spreadsheet 100 KB Posted
- Attached to
- City of Fenton 2025 Local Road Program
- Solicitation number
- COF-ITB-042025-01
- Issued by
- Genesee County, Michigan
About this file
The document is a detailed bid form for the City of Fenton's 2025 Local Road Program, located in Michigan, covering four primary divisions of infrastructure work: South End Subdivision, Cliffview Village SAD, Sanitary Sewer, and Water Main. The comprehensive project involves replacing approximately 21,000 square yards of HMA road surface, installing 3,400 linear feet of new curb and gutter, constructing 4,600 square feet of new sidewalk, replacing 350 feet of storm sewer, 1,300 feet of watermain, and 3,000 feet of sanitary sewer, including associated service connections, valves, and hydrant work. The bid form meticulously itemizes 150 separate line items across the four divisions, with specific quantities for tasks such as mobilization, traffic control, demolition, utility work, concrete and asphalt installations, erosion control, and landscaping.
The bid form provides a template for contractors to input unit prices for each specified item, with a structure that allows for detailed cost breakdown across different project segments. While specific pricing is not filled in, the document indicates a maximum 10% mobilization cost and includes provisions for crew days at $800 per day. The project appears to be a comprehensive infrastructure renewal effort, likely funded through local municipal budgets or infrastructure improvement grants, with a focus on replacing aging infrastructure and improving local transportation and utility systems. The detailed nature of the bid form suggests a rigorous procurement process with precise specifications for each project component, enabling accurate cost estimation and comparison among potential contractors.
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Other files
| File | Type | Posted |
|---|---|---|
| 2025 Local Road Program Plans.pdf | ||
| 2025 Local Road Program Contract.pdf |
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Text version
Sheet1
| Estimated | Unit | |||
| Item | Description | Quantity | Price | Amount |
| Division 1: South End Subdivision | ||||||
| 1 | Mobilization, Max 10% | 0.8 | LSUM | $ | $ | |
| 2 | Traffic Maintenance and Control | 0.9 | LSUM | $ | $ | |
| 3 | Audio Video Route Survey | 0.9 | LSUM | $ | $ | |
| 4 | Clearing | 0.2 | Acre | $ | $ | |
| 5 | Tree, Rem, 19 inch to 36 inch | 5 | Ea | $ | $ | |
| 6 | Tree, Rem, 37 inch or Larger | 1 | Ea | $ | $ | |
| 7 | Tree, Rem, 6 inch to 18 inch | 20 | Ea | $ | $ | |
| 8 | Culv, Rem, Less than 24 inch | 3 | Ea | $ | $ | |
| 9 | Dr Structure, Rem | 10 | Ea | $ | $ | |
| 10 | Sewer, Rem, Less than 24 inch | 1550 | Ft | $ | $ | |
| 11 | Curb and Gutter, Rem | 870 | Ft | $ | $ | |
| 12 | Fence, Rem | 305 | Ft | $ | $ | |
| 13 | Sidewalk, Rem | 694 | Syd | $ | $ | |
| 14 | Utility Pole, Rem | 1 | Ea | $ | $ | |
| 15 | Pavt, Rem, Modified | 16394 | Syd | $ | $ | |
| 16 | Subgrade Undercutting, Type IV | 500 | Cyd | $ | $ | |
| 17 | Machine Grading, Modified | 64.35 | Sta | $ | $ | |
| 18 | Erosion Control, Inlet Protection, Fabric Drop | 33 | Ea | $ | $ | |
| 19 | Erosion Control, Silt Fence | 1000 | Ft | $ | $ | |
| 20 | Project Cleanup | 0.9 | LSUM | $ | $ | |
| 21 | Aggregate Base, 4 inch, Modified | 1858 | Syd | $ | $ | |
| 22 | Aggregate Base, 6 inch, Modified | 1551 | Syd | $ | $ | |
| 23 | Aggregate Base, 8 inch, Modified | 18482 | Syd | $ | $ | |
| 24 | Maintenance Gravel | 2500 | Ton | $ | $ | |
| 25 | Culv End Sect, 12 inch | 6 | Ea | $ | $ | |
| 26 | Culv, Cl A, 12 inch | 152 | Ft | $ | $ | |
| 27 | Sewer, Cl IV, 12 inch, Tr Det B | 329 | Ft | $ | $ | |
| 28 | Sewer, Cl IV, 18 inch, Tr Det B | 20 | Ft | $ | $ | |
| 29 | Dr Structure Cover, Adj, Case 1 | 11 | Ea | $ | $ | |
| 30 | Dr Structure Cover, Adj, Case 2 | 11 | Ea | $ | $ | |
| 31 | Dr Structure Cover, Type B | 5 | Ea | $ | $ | |
| 32 | Dr Structure Cover, Type C | 4 | Ea | $ | $ | |
| 33 | Dr Structure Cover, Type D | 3 | Ea | $ | $ | |
| 34 | Dr Structure Cover, Type G | 14 | Ea | $ | $ | |
| 35 | Dr Structure Cover, Type K | 7 | Ea | $ | $ | |
| 36 | Dr Structure, 24 inch dia | 9 | Ea | $ | $ | |
| 37 | Dr Structure, 48 inch dia | 1 | Ea | $ | $ | |
| 38 | Dr Structure, 60 inch dia | 1 | Ea | $ | $ | |
| 39 | Dr Structure, Tap, 6 inch | 35 | Ea | $ | $ | |
| 40 | Dr Structure, Tap, 12 inch | 5 | Ea | $ | $ | |
| 41 | Dr Structure, Pointing, Vertical Feet | 15 | Ft | $ | $ | |
| 42 | Dr Structure, Reconstruct, Vertical Feet | 17 | Ft | $ | $ | |
| 43 | Dr Structure, Cover, ADA Special | 1 | Ea | $ | $ | |
| 44 | Yard Drain Basin, 18 inch dia | 2 | Ea | $ | $ | |
| 45 | Underdrain, Subgrade, Open-Graded, 6 inch | 11200 | Ft | $ | $ | |
| 46 | Cold Milling HMA Surface | 552 | Syd | $ | $ | |
| 47 | Hand Patching | 20 | Ton | $ | $ | |
| 48 | HMA Approach | 323 | Ton | $ | $ | |
| 49 | HMA, 4EML | 2364 | Ton | $ | $ | |
| 50 | HMA, 5EML | 1477 | Ton | $ | $ | |
| 51 | Conc Parking Rail | 4 | Ea | $ | $ | |
| 52 | Driveway, Nonreinf Conc, 6 inch | 706 | Syd | $ | $ | |
| 53 | Curb and Gutter, Conc, Det D2 | 462 | Ft | $ | $ | |
| 54 | Curb and Gutter, Conc, Det F4 | 2415 | Ft | $ | $ | |
| 55 | Curb and Gutter, Conc, Det F6 | 411 | Ft | $ | $ | |
| 56 | Spillway, Conc | 10 | Ft | $ | $ | |
| 57 | Curb and Gutter, Conc, Det D2, Modified | 305 | Ft | $ | $ | |
| 58 | Valley Gutter, Conc, Modified | 770 | Ft | $ | $ | |
| 59 | Detectable Warning Surface | 130 | Ft | $ | $ | |
| 60 | Curb Ramp Opening, Conc | 234 | Ft | $ | $ | |
| 61 | Sidewalk, Conc, 4 inch | 1145 | Sft | $ | $ | |
| 62 | Sidewalk, Conc, 6 inch | 1240 | Sft | $ | $ | |
| 63 | Curb Ramp, Conc, 6 inch | 2190 | Sft | $ | $ | |
| 64 | Post, Mailbox, Remove and Reset | 6 | Ea | $ | $ | |
| 65 | Pavt Mrkg, Polyurea, 4 inch, White | 921 | Ft | $ | $ | |
| 66 | Pavt Mrkg, Polyurea, 6 inch, Crosswalk | 520 | Ft | $ | $ | |
| 67 | Pavt Mrkg, Polyurea, 24 inch, Stop Bar | 183 | Ft | $ | $ | |
| 68 | Pavt Mrkg, Preformed Thermopl, Accessible Sym | 4 | Ea | $ | $ | |
| 69 | Rem Spec Mrkg | 29 | Sft | $ | $ | |
| 70 | Recessing Pavt Mrkg, Longit | 921 | Ft | $ | $ | |
| 71 | Recessing Pavt Mrkg, Transv | 655 | Sft | $ | $ | |
| 72 | Riprap, Plain | 110 | Syd | $ | $ | |
| 73 | Boulder, Relocate | 16 | Ea | $ | $ | |
| 74 | Turf Establishment, Seed, Performance | 64.5 | Sta | $ | $ | |
| 75 | Monument Box | 1 | Ea | $ | $ | |
| 76 | Monument Box Adj | 1 | Ea | $ | $ | |
| 77 | Monument Preservation | 1 | Ea | $ | $ | |
| 78 | Gate Box, Adj, Case 1 | 9 | Ea | $ | $ | |
| 79 | Sprinkler Line | 250 | Ft | $ | $ | |
| 80 | Sprinkler Head, Replace | 30 | Ea | $ | $ | |
| 81 | Contractor Staking | 0.8 | LSUM | $ | $ | |
| 82 | Exploratory Excavation | 40 | Hr | $ | $ | |
| 83 | Crew Days | Cdays | $ | 800.00 | $ |
Subtotal Division 1 (ITEMS 1-83 incl.): $
| Division 2: Cliffview Village SAD | ||||||
| 84 | Mobilization, Max 10% | 0.1 | LSUM | $ | $ | |
| 85 | Traffic Maintenance and Control | 0.1 | LSUM | $ | $ | |
| 86 | Audio Video Route Survey | 0.1 | LSUM | $ | $ | |
| 87 | Sewer, Rem, Less than 24 inch | 60 | Ft | $ | $ | |
| 88 | Curb and Gutter, Rem | 84 | Ft | $ | $ | |
| 89 | Fence, Rem | 48 | Ft | $ | $ | |
| 90 | Sidewalk, Rem | 16 | Syd | $ | $ | |
| 91 | Pavt, Rem, Modified | 4286 | Syd | $ | $ | |
| 92 | Subgrade Undercutting, Type IV | 180 | Cyd | $ | $ | |
| 93 | Erosion Control, Inlet Protection, Fabric Drop | 3 | Ea | $ | $ | |
| 94 | Project Cleanup | 0.1 | LSUM | $ | $ | |
| 95 | Aggregate Base, 4 inch, Modified | 24 | Syd | $ | $ | |
| 96 | Aggregate Base, 8 inch, Modified | 4685 | Syd | $ | $ | |
| 97 | Maintenance Gravel | 250 | Ton | $ | $ | |
| 98 | Dr Structure Cover, Adj, Case 1 | 3 | Ea | $ | $ | |
| 99 | Dr Structure Cover, Type D | 2 | Ea | $ | $ | |
| 100 | Dr Structure, Tap, 6 inch | 2 | Ea | $ | $ | |
| 101 | Dr Structure, Pointing, Vertical Feet | 6 | Ft | $ | $ | |
| 102 | Underdrain, Subgrade, Open-Graded, 6 inch | 335 | Ft | $ | $ | |
| 103 | HMA, 4EML | 492 | Ton | $ | $ | |
| 104 | HMA, 5EML | 295 | Ton | $ | $ | |
| 105 | Conc Pavt, Nonreinf, 6 inch | 655 | Syd | $ | $ | |
| 106 | Split Rail Wood Fence | 42 | Ft | $ | $ | |
| 107 | Curb and Gutter, Conc, Det D2, Modified | 135 | Ft | $ | $ | |
| 108 | Sidewalk, Conc, 4 inch | 194 | Sft | $ | $ | |
| 109 | Post, Mailbox, Remove and Reset | 3 | Ea | $ | $ | |
| 110 | Turf Establishment, Seed, Performance | 250 | Syd | $ | $ | |
| 111 | Contractor Staking | 0.1 | LSUM | $ | $ | |
| 112 | Crew Days | Cday | $ | 800.00 | $ |
Subtotal Division 2 (Items 84-112 incl.): $
| Division 3: Sanitary Sewer | ||||||
| 113 | Sewer, Rem, Less than 24 inch | 200 | Ft | $ | $ | |
| 114 | Aggregate Base, 6 inch, Modified | 2445 | Syd | $ | $ | |
| 115 | Sewer Bulkhead, 8 inch | 1 | Ea | $ | $ | |
| 116 | Sanitary Structure, 48 inch dia | 6 | Ea | $ | $ | |
| 117 | Sanitary Structure Cover, Type Q | 18 | Ea | $ | $ | |
| 118 | Sanitary Structure, Rem | 3 | Ea | $ | $ | |
| 119 | Sanitary Structure, Tap, 8 inch | 1 | Ea | $ | $ | |
| 120 | Sanitary Sewer, Serv Lead, PVC, 6 inch | 870 | Ft | $ | $ | |
| 121 | Sanitary Structure Cover, Adj, Case 1 | 10 | Ea | $ | $ | |
| 122 | Sanitary Structure Cover, Adj, Case 2 | 2 | Ea | $ | $ | |
| 123 | Sanitary Structure, Pointing, Vertical Feet | 6 | Ft | $ | $ | |
| 124 | Sanitary Structure, Reconstruct, Vertical Feet | 25 | Ft | $ | $ | |
| 125 | Sanitary Sewer, SDR 26, 10 inch | 280 | Ft | $ | $ | |
| 126 | Sanitary Sewer, SDR 26, 8 inch | 1426 | Ft | $ | $ | |
| 127 | Sanitary Sewer, Video Inspection, 8-10 inch | 735 | Ft | $ | $ | |
| 128 | Sanitary Sewer, Cleaning, 8-10 inch | 735 | Ft | $ | $ | |
| 129 | Sanitary Sewer Cleanout | 6 | Ea | $ | $ | |
| 130 | Sanitary Sewer Lateral Cutting | 6 | Ea | $ | $ | |
| 131 | Sanitary Sewer Point Repair | 6 | Ea | $ | $ | |
| 132 | Sanitary Sewer, Abandon with Flowable Fill | 1 | LSUM | $ | $ | |
| 133 | Exploratory Excavation | 25 | Hr | $ | $ | |
| 134 | Crew Days | Cdays | $ | 800.00 | $ |
Subtotal Division 3 (Items 113-134 incl.): $
| Division 4: Water Main | ||||||
| 135 | Mobilization, Max 10% | 0.1 | LSUM | $ | $ | |
| 136 | Maintenance Gravel | 100 | Ton | $ | $ | |
| 137 | Fire Hydrant | 1 | Ea | $ | $ | |
| 138 | Hydrant, Rem | 1 | Ea | $ | $ | |
| 139 | Hydrant, Relocate, Case 2 | 1 | Ea | $ | $ | |
| 140 | Water Main, DI, 8 inch, Open Cut | 1330 | Ft | $ | $ | |
| 141 | Water Service, 1 inch | 180 | Ft | $ | $ | |
| 142 | Water Service, 2 inch | 400 | Ft | $ | $ | |
| 143 | Connection to Existing Water Main | 5 | Ea | $ | $ | |
| 144 | Curb Stop and Box, 1 inch | 11 | Ea | $ | $ | |
| 145 | Curb Stop and Box, 2 inch | 10 | Ea | $ | $ | |
| 146 | Gate Valve and Well, 12 inch | 1 | Ea | $ | $ | |
| 147 | Gate Valve and Well, 8 inch | 5 | Ea | $ | $ | |
| 148 | Water Main, Abandon with Flowable Fill | 1 | LSUM | $ | $ | |
| 149 | Contractor Staking | 0.1 | LSUM | $ | $ | |
| 150 | Crew Days | Cdays | $ | 800.00 | $ |
Subtotal Division 4 (Items 135-150 incl.): $
Total Bid Amount (Divisions 1 - 4 incl.): $
&9
BID FORM
2025 Local Road Program OHM Project #0077-24-0070 &9
00 41 00 - &P of 11 4/16/2025
REVISION:00
File details come from the government source that posted it. Updated .