Consolidated RFIs Apron Pavement Repair.docx
DOCX document 17 KB Posted
- Attached to
- Repair Apron Pavement Federal contract opportunity
- Solicitation number
- W50S9320B5016
- Issued by
- Department of the Army National Guard
About this file
This document contains responses to industry questions regarding a construction contract solicitation. The solicitation is for a project to repair apron pavement at Muniz ANGB in Catano, Puerto Rico, with a project magnitude between $500,000 and $1,000,000. The work will be performed in accordance with provided drawings, plans, and specifications. Bidders are advised to attend the site visit. The responses clarify that asphalt repair is not part of the scope, and industry standards should be used to address water ponding areas if UFC/UFGS do not provide guidance. The area will be divided into sections to allow work while maintaining aircraft operations. The contractor must provide generators or water if needed, and is only responsible for re-painting runway lines impacted by the repair work. Working hours are as defined in the scope of work.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Solicitation Ammendment - W50S9320B5016 Apron Pavement.pdf | ||
| Solicitation - W50S932B5016.pdf | ||
| Updated Drawing - APRON 20200723-CONC TO BE REPLACED.pdf | ||
| Update - Air field Pavement Evaluation.pdf |
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Text version
Repair Apron Pavement Government Responses to Industry Questions
1. As per last drawing named “Airfield Pavement Evaluation and Pavement Condition” received at the Site Visit, which has a legend in colors showing the pavement material, condition and thickness. The are shown as Asphalt Cement Concrete is shaded in color green, which means it is in good condition. According to the Project’s Statement of Work on 5.0.6 there are 8,802 sq.yds of aphalt surface repair. Just for clarification, the asphalt repair is not included in the scope of work?
· Asphalt repair is not part of the scope of work.
2. In relation to the water ponding areas, if there is not a provision on the UFC and UFGS for re-surface slab on grade aprons at airports what will proceed on the proposal. Do We exclude from the proposal this item or do we demolish and cast and pour a new slab??
· If there is not provisions in the UFC/UFGS for resurface slab on grade, the contractor shall use industry standards for fix the water ponding areas.
3. Using the (2) drawings provided as well as the Project’s Statement of Work, We can have a rough idea of the amount of structural mortar to be used on the repair, but in this particular type of retrofit labor and the cutting machine is equal or more important than the material to be used. Could You provide the average patch to be repaired per slab 15’-0” x 15’-0” and on the 25’-0” x 25’-0” mark on plans, e.g. One (1) per 15’-0” x 15’-0” and (2) per 25’-0”x 25’-0”?
· Assume 1208 square foot partial depth patch.
4. For the project logistics in the apron area, how many vehicles are allowed in that area?
· There is no vehicle limitations in the area, work plan will be discussed during the project kick off meeting.
5. Do you have a max. number of persons per group? How many groups are allowed in the project area?
· There is not a max number of groups or persons per group.
6. Will water and electricity be provided to carry out the project?
· Negative. Contractor will be responsible to bring portable generators or water if necessary.
7. Will contractor be responsible for painting the lines in the runway?
· Only the lines impacted by the repair works.
8. What will the working hours be?
· Refer to Scope of work par. 1.4.4. for working hours. There will be a plan to be established, in which the apron will be divided into sections, and the section that is currently being worked on will not be operational for aircraft.
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