24-2529 Swanson Pickle Lift Station _ Force Main Bid Sheet - Addendum #1.xlsx
XLSX spreadsheet 15 KB Posted
- Attached to
- Swanson Pickle Lift Station and Force Main
- Solicitation number
- 24-2529
- Issued by
- Muskegon County, Michigan
About this file
This document is a bid sheet (Addendum #1) for the Swanson Pickle Lift Station and Force Main project issued by Muskegon County Board of Public Works in Michigan. The bid sheet outlines 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 separate components, encompassing construction activities such as mobilization, utility pole management, traffic control, site preparation, road and surface restoration, storm sewer installation, and specialized piping work. Key infrastructure elements include 8,000 linear feet of 6" HDPE piping, various valves and fittings, concrete manholes, and a complete lift station construction.
The bid sheet includes financial allowances for unforeseen conditions ($30,000), electrical services ($15,000), and natural gas services ($3,500), with a total estimated project cost of $48,500. The document provides a detailed cost schedule with specific quantities for each line item, allowing bidders to calculate unit and extended prices. While no specific bid due date is mentioned in this addendum, the document provides comprehensive technical specifications for bidding contractors, including notes about HDPE fitting requirements. The project appears to be funded through local municipal infrastructure development to support regional agribusiness expansion in Muskegon County.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 24-2529 Swanson Pickle Lift Station and Force Main Addendum #1.pdf | ||
| 24-2529 Swanson Pickle Lift Station _ Force Main Bid Sheet.xlsx | XLSX spreadsheet | |
| W9 BLANK.pdf | ||
| Q&A Document 1.pdf | ||
| 24-2529 Swanson Pickle Lift Station and Force Main.pdf |
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Text version
Cost Schedule
| IFB 24-2529 Swanson Pickle Lift Station and Force Main - Addendum #1 | |
| 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 | 500 | SY | $ - 0 | |
| 7 | Curb and Gutter, Rem | 70 | LF | $ - 0 | |
| 8 | Soil Erosion and Sedimentation Control | 1 | LS | $ - 0 | |
| 9 | Subbase/Subgrade Undercut | 50 | CY | $ - 0 | |
| 10 | Aggregate Shoulder, 23A, 6" | 2,550 | SY | $ - 0 | |
| 11 | Aggregate Base, 22A, 6" | 500 | 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 Cap (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 .