24-2529 Swanson Pickle Lift Station _ Force Main Bid Sheet.xlsx
XLSX spreadsheet 14 KB Posted
- Attached to
- Swanson Pickle Lift Station and Force Main
- Solicitation number
- 24-2529
- Issued by
- Muskegon County, Michigan
About this file
This is a bid sheet for Invitation for Bid (IFB) 24-2529 issued by Muskegon County Board of Public Works for the Swanson Pickle Lift Station and Force Main project in Michigan. The bid sheet details a comprehensive infrastructure project involving wastewater collection services for agribusiness in southeast Muskegon and the City of Coopersville. The project includes multiple line items totaling 42 distinct components, such as mobilization, utility pole work, traffic control, various concrete and asphalt removals and installations, storm sewer construction, HDPE piping, valves, manholes, and a complete lift station. Key quantities include 8,000 linear feet of 6" HDPE piping, 3 air release/vacuum relief manholes, and various concrete and asphalt surface work.
The bid sheet includes specific financial allowances, including $30,000 for unforeseen buried conditions, $15,000 for electrical service, and $3,500 for natural gas service, with a total estimated project cost of $48,500. Most line items currently show zero cost, indicating bidders will need to complete unit pricing. The project appears to be infrastructure-focused, supporting local agricultural and municipal wastewater needs, with specific technical requirements for HDPE fittings and comprehensive site restoration components. The bid sheet suggests a comprehensive approach to municipal infrastructure development, requiring detailed technical and financial proposal submissions from potential contractors.
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Text version
Cost Schedule
| IFB 24-2529 Swanson Pickle Lift Station and Force Main | |
| Company Name | |
| Instructions for using Bid Sheet |
Fill in Company information.
| Complete the Unit cost portion, the Extended Price will calculate. | Street | |
| City/State | ||
| Contact Name | ||
| Phone # | ||
| Email Address |
| Line # | Product | Quantity | Unit of Measure | Unit Cost | Extended Price |
| 1 | Mobilization, Max 10% | 1 | LS | $ - 0 | |
| 2 | Utility Pole, Shore and Brace | 4 | EA | $ - 0 | |
| 3 | Traffic Control | 1 | LS | $ - 0 | |
| 4 | Allowance for Unforeseen Buried Conditions | 1 | LS | $ 30,000.00 | $ 30,000.00 |
| 5 | Pavt, Rem | 250 | SY | $ - 0 | |
| 6 | HMA Surface, Rem | 700 | SY | $ - 0 | |
| 7 | Curb and Gutter, Rem | 70 | LF | $ - 0 | |
| 8 | Soil Erosion and Sedimentation Control | 1 | LS | $ - 0 | |
| 9 | Subbase/Subgrade Undercut | 200 | CY | $ - 0 | |
| 10 | Aggregate Shoulder, 23A, 6" | 2,550 | SY | $ - 0 | |
| 11 | Aggregate Base, 22A, 6" | 450 | SY | $ - 0 | |
| 12 | Aggregate Base, 22A, 8" | 550 | SY | $ - 0 | |
| 13 | HMA, 13A/EL, Mod | 110 | TON | $ - 0 | |
| 14 | HMA, 5EML, Mod | 16 | TON | $ - 0 | |
| 15 | HMA, 4EML, Mod | 21 | TON | $ - 0 | |
| 16 | Curb and Gutter, Conc, Det F4 | 70 | LF | $ - 0 | |
| 17 | Fiber Reinforced Conc Driveway, 6" | 250 | SY | $ - 0 | |
| 18 | 6" - 12" Rip Rap | 10 | SY | $ - 0 | |
| 19 | Landscaping, Remove and Replace | 1 | LS | $ - 0 | |
| 20 | Restoration | 80 | STA | $ - 0 | |
| 21 | Storm Sewer, Removal, 12" to 24" | 64 | LF | $ - 0 | |
| 22 | 24" Cl IV Conc. Storm Sewer | 72 | LF | $ - 0 | |
| 23 | 18" Cl IV Conc. Storm Sewer | 96 | LF | $ - 0 | |
| 24 | 24" Conc. Flared End Section | 3 | EA | $ - 0 | |
| 25 | 18" Conc. Flared End Section | 3 | EA | $ - 0 | |
| 26 | 6" HDPE IPS DR 11 F.M. | 8,000 | LF | $ - 0 | |
| 27 | 6" SS Spool (FLG x GRV) | 2 | EA | $ - 0 | |
| 28 | 6" Victaulic Coupling | 1 | EA | $ - 0 | |
| 29 | 6" 3-Piece Segmented 45° Bend (HDPE)1 | 2 | EA | $ - 0 | |
| 30 | 6" x 6" x 6" Tee (HDPE)1 | 3 | EA | $ - 0 | |
| 31 | 6" Flange Adapter (HDPE)1 | 5 | EA | $ - 0 | |
| 32 | 6" Temporary Plug (HDPE) | 1 | EA | $ - 0 | |
| 33 | 6" Electrofusion Coupling (HDPE) | 1 | EA | $ - 0 | |
| 34 | 6" Eccentric Plug Valve | 1 | EA | $ - 0 | |
| 35 | 6" Swing Check Valve | 1 | EA | $ - 0 | |
| 36 | 5' Dia. Air Release/Vacuum Relief Manhole | 3 | EA | $ - 0 | |
| 37 | 6' Dia. Check/Isolation Valve Manhole | 1 | EA | $ - 0 | |
| 38 | 6" Concrete Restraint Collar | 4 | EA | $ - 0 | |
| 39 | Marking Post and Test Station | 9 | EA | $ - 0 | |
| 40 | Swanson Pickle Lift Station, Complete | 1 | LS | $ - 0 | |
| 41 | Electrical Service Allowance | 1 | LS | $ 15,000.00 | $ 15,000.00 |
| 42 | Natural Gas Service Allowance | 1 | LS | $ 3,500.00 | $ 3,500.00 |
| Total | $ 48,500.00 |
1. See Project Specifications for HDPE fitting requirements.
File details come from the government source that posted it. Updated .