Amendment 3 Questions - Answers.pdf
PDF 87 KB Posted
- Solicitation number
- 36C10E21R0003
About this file
This pre-solicitation notice describes an upcoming contract opportunity to resurface parking lots at a Veterans Affairs facility in St. Petersburg, Florida. The Department of Veterans Affairs Veteran Benefits Administration will issue a solicitation on or around March 30th, 2021 seeking a single firm-fixed price contract to resurface the North and South employee gravel parking lots at their 9500 Bay Pines Blvd location. The project scope involves resurfacing with bituminous asphalt, striping, installing curbs, gutters, trees and new LED lighting. The North lot will be reconfigured as a one-way drive aisle while the South lot will receive two new entrances and two electronic gates. Offers are due by April 30th, 2021. The contract is set aside for a total service-disabled veteran owned small business and has an estimated value between $1 million to $2 million.
The NAICS code is 237310 for highway, street and bridge construction. The small business size standard is $39.5 million. The project completion timeline is 120 days from notice to proceed. Offerors must have an active SAM registration and complete online representations and certifications. The point of contact is Eural A. Bennett at the Veterans Benefits Administration Office of Acquisitions in Washington, D.C.
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Other files
| File | Type | Posted |
|---|---|---|
| 36C10E21R0003 0004.docx | DOCX document | |
| Traffic Gate details.pdf | ||
| St. Petersburg Gravel Lots - FULL SPEC.pdf | ||
| 36C10E21R0003 0003.docx | DOCX document | |
| 16104 ST PETERSBURG GRAVEL PARKING - FULL PLANSET.pdf | ||
| 36C10E21R0003 0002.docx | DOCX document | |
| 36C10E21R0003_1.docx | DOCX document | |
| P09-STATEMENT OF WORK - FINAL 25Mar2021 DRM revisions.pdf | ||
| P01- SPECIFICATIONS ASPHALT PAVING.pdf | ||
| P01-Aerial View of area.pdf | ||
| General Decision Number FL20200139.pdf | ||
| P01-Bid Doc - BOD 1-29-21 w appendix.pdf | ||
| P01-Gravel lots Project Plans final.pdf |
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Text version
1. QUESTION: In the landscape edger detail, the plan calls for steel landscape edging. Whom is the recommended provider, or brand name (or equal) product?
ANSWER: Type and kind in all salient characteristics of existent edging to include reasonable corrosion resistance. Preferred acceptable alternate to the steel edging; Aluminum Edging: ASTM B221M (ASTM B221), manufactured from extruded aluminum alloy 6063 T6, in interlocking sections with punch outs fabricated in each section for installation with stakes.
1. Edging Size: 4.8 mm (3/16 inch) wide by 100 mm (4 inches) deep.
2. Stakes: Aluminum to match edging, minimum 300 mm (12 inches) long by 38 mm (1 1/2 inches) wide.
3. Finish: Black anodized.
4. Product; Permaloc ProSlide Aluminum Edging Duraflex 3/15” x 4” or EQUAL
2. QUESTION: What is the thickness for the new pavement materials?
ANSWER: Follow the geotechnical report for pavement section and preparation. Pavement section is also referenced on sheet C-501 detail #13.
3. QUESTION: Are there any additional specifications available other than the asphalt supplied?
ANSWER: Yes. There is a project specification book that has multiple sections.
4. QUESTION: What are supervision requirements (type/number)?
ANSWER: A supervisor should always be on site when work is being performed.
5. QUESTION: Are there any permits required?
ANSWER: Any permits required by local agencies to perform work; IE SWAPPP/NPDES/Etc.
6. QUESTION: Please clarify if there is an irrigation plan that will be provide for the plants. If not, who will be responsible for maintain them during the following months while they establish themselves?
ANSWER: The contractor will be responsible for ensuring the establishment of any fauna emplaced and provide the prescribed irrigation plan to the VA for continued maintenance after establishment. Planting specification informs contractor watering and warranty periods.
7. QUESTION: Please confirm depth of conduits and bases for light poles. If it is indeed 7’ down the water table will be an issue. Will dewatering be required?
ANSWER: The concrete pole base should 84” below finished grade and the conduit can be buried 30” below finished grade. Contractor responsible for dewatering as necessary to property construct pole bases per concrete specifications.
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