A-10_Attachment_5_Questions_&_Answers.docx
DOCX document 21 KB Posted
- Attached to
- Trickle Park Culvert Replacement Federal contract opportunity
- Solicitation number
- 1282MK18Q0012
About this file
Attachment 5 - Questions and Answers
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| A-10_Attachment_3_Maps_and_Drawings.pdf | ||
| A-10_1282MK18Q0012.pdf | ||
| A-10_Attachment_A1_UtilizationBioBasedProducts.docx | DOCX document | |
| A-10_Attachment_4_Wage_Determination.txt | TXT text file | |
| A-10_Attachment_A2_Payment_Bond_SF25A.pdf | ||
| A-10_Attachment_2_Index.docx | DOCX document | |
| A-10_Attachment_A3_Experience_Questionnaire.docx | DOCX document | |
| A-10_Attachment_1_Forest_Service_Supplemental_Specifications.docx | DOCX document |
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Attachment 5 Pre-Proposal Questions and Answers Trickle Park Road Culvert Replacement and Bank Stabilization
1282MK18Q0012
Pre-Proposal Meeting Held: May 15, 2018, 1:00 p.m. Mountain Time Location: US Forest Service, 2250 South Main Street, Delta, Colorado
Government Attendees Peggy Dobie, Contracting Officer Chris Phelps – Civil Engineering Tech.
Doug Marah – Civil Engineering Tech.
Daris Matos – Civil Engineer Grant Clark – West Zone Engineer Melvin Woody – Fisheries Biologist Yisseliz Rivera-Rodriguez - Engineer
Vendor Attendees
| NAME |
| COMPANY NAME |
| PHONE # |
| EMAIL ADDRESS |
| Mark Mills |
| GCS LLC |
| 970-256-0465 |
| mmills@gcs-llc.net |
| Alex Powers |
| Contech |
| 303-715-8534 |
| apowers@conteches.com |
| Kevin Neptune |
| Screamin’ Eagle |
| 970-216-7567 |
| neptunekevin79@gmail.com |
QUESTIONS DURING PRE-PROPOSAL MEETING:
During the pre-proposal meeting several questions were raised. Each question and answer is provided below:
1. Attachment 3 shows that the road may be allowed to be closed for installation. Is this accurate?
Answer: Yes, during the install the road can be closed, but must be posted as such at the beginning of the road. The Traffic Control Plan should also address closure if that is the plan.
2. How much aggregate is included?
Answer: 400 feet each side from center of culvert. 800 feet total.
3. Can standard armor flex concrete block be used or only concave?
Answer: Either standard or concave are acceptable.
4. Are we required to provide structure stamped drawings or fabricated drawings?
Answer: Spans of 25 foot or less do not require stamped drawings.
5. What is the loading rating for the top of the culvert?
Answer: HL93 or HS25
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