Replace Lift Station Bldg 16. Contractor Questions.pdf
PDF 316 KB Posted
- Attached to
- Replace Lift Station Bldg 16 Federal contract opportunity
- Solicitation number
- W50S8W23R0004
- Issued by
- Department of the Army National Guard
About this file
This document contains questions and answers regarding a federal contract opportunity to replace lift station building 16. The opportunity involves installing a new 36" x 48" traffic rated access lid flush with the existing pavement, as well as new stainless steel rails, floats, cables, and hour meters in the control panel. The pavement in demolished areas can be replaced with either asphalt or concrete depending on material availability. The solicitation number is W50S8W23R0004 and is issued by the Department of the Army National Guard. Bid bonds of 20% of costs and payment performance bonds of also 20% will be required.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Replace Lift Station Bldg 16. Contractor Questions Version 2.pdf | ||
| Original Pump Submittal.pdf | ||
| W50S8W-23-R-0004 Repair Lift Station Bldg 16 Solicitation.pdf | ||
| Attachment 2 - Wage Determination 6 Jan 23.pdf | ||
| Attachment 3- EAL Form 12 Visitor Access.pdf | ||
| Attachment 1 - SOW - Replace Lift Station Bldg 16.pdf |
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Text version
Replace Lift Station Bldg #16 Contractor Questions.
Questions: Black
Answers: Red
1. What size is required for the new lid and access hatch?
A square double door hinged access lid is the preferred option (See Figure one attached below). 36” X 48” access lid or similar size would be adequate since this will allow easy access to the lift pumps. The lid, however, would need to be traffic rated since it is being installed in a designated traffic area.
2. Will the lift station require new rails and if yes would they be galvanized or stainless-steel material?
New rails will be required, and we would recommend they be stainless steel to prevent corrosion.
3. Will the project require all new floats and cables to be installed?
All new floats and cables will need to be installed. Existing floats and cables are damaged and will need to be replaced.
4. Should the hour meters for both pumps be replaced in the control panel?
Since the pumps are being replaced new hour meters should be considered. Also, existing hour meters do not seem to be tabulating pump hours accurately so they will need to be replaced eventually.
5. Will there be a one-foot midsection above grade for access lid?
A raised midsection should not be installed since this is a designated traffic area and would also cause problems during snow removal. It would be preferred that the new reinforced lid be installed flush with existing pavement.
6. If there is a raised midsection above grade will bollards need to be installed?
Traffic rated access lid should be installed flush with existing pavement therefore not hindering the flow of traffic through the area. Since this is the case bollards will not be required.
7. Will demoed pavement areas be replaced with asphalt or concrete?
Due to the time of year the project will be taking place asphalt material may be difficult to obtain. If this is the case contractor will be permitted to use concrete to replace demoed pavement.
8. What percentage will be required for payment performance bonds?
20% of costs
9. What percentage will be required for bid bonds on the project?
20% of costs
Figure 1 Double Door Access Lid
File details come from the government source that posted it. Updated .