A#2 - Q&A - RFP PMAA 2026_0020 Spring Creek CMGC.pdf
PDF 288 KB Posted
- Solicitation number
- RFP PMAA 20260000000000000020 4
- Issued by
- Colorado
About this file
This document is an Amendment #2 Questions & Answers (Q&A) for RFP PMAA 2026*0020 Spring Creek CMGC, issued by the State of Colorado for Construction Manager General Contractor (CMGC) pre-construction services related to the Spring Creek Dam Rehabilitation Project. The amendment addresses three primary inquiries submitted by potential bidders regarding project logistics and submission requirements. Key clarifications include detailed information about bridge weight restrictions and load ratings along multiple access routes to the project site, including Spring Creek bridges (with ratings of 35 tons and 64 tons respectively), FSR 744, FSR 748, and associated routes through Taylor Park Recreation Area. The document specifies that contractors will need to coordinate with the USFS Regional Bridge Engineer to obtain necessary overload permits, as load ratings vary based on vehicle type and axle configuration. Regarding submission requirements, the amendment clarifies that the Example Risk Register and high-level schedule must be included in the main body of the RFP response rather than in appendices and will count toward the identified page limit.
All other terms and conditions of RFP PMAA 2026*0020 remain unchanged by this amendment. No additional information regarding pricing, set-asides, incumbents, funding sources, response deadlines, or award dates is provided in this Q&A document, as it addresses only the specific technical and procedural questions posed by interested bidders.
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Other files
| File | Type | Posted |
|---|---|---|
| A#1 PreBid Agenda & Discussion.pdf | ||
| RFP PMAA 2026_0020 Spring Creek CMGC (1).docx | DOCX document | |
| A#1 RFP PMAA 2026_0020 Spring Creek CMGC.docx | DOCX document | |
| A#3 - Amended Prebid Agenda & Discussion.docx | DOCX document | |
| A#1 Prebid Sign In Sheet.pdf |
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Text version
Amendment #2 - Questions & Answers (Q&A)
RFP PMAA 2026*0020
Spring Creek CMGC
A. The following questions, and the answer to each, were received:
1. Please provide any weight restrictions for bridges to the site along CO Rd
744.
i. There are currently no weight restrictions on any of the bridges along FSR 744.
ii. The two upper bridges were replaced in 2025.
iii. The lower two bridges have the following load ratings:
1. Spring Creek No. 1 - 35 tons
2. Spring Creek No. 2 - 64 tons
iv. The load rating above is a general case. The exact rating depends upon the type of vehicle traveling across the bridge, number of axels, etc. The contractor will have to work with the USFS Regional
Bridge Engineer to obtain the necessary overload permits.
2. Please confirm if any bridges or weight restrictions are in place along CO
Rd 742 and FSR 748 for access through Taylor Park Recreation to Spring
Creek Dam.
i. See response from question “1” above for bridges along FSR 744.
There are currently no weight restrictions on any of the bridges along FSR 748.
ii. The following provides a general sense of the current load ratings along the FSR 748 route.
1. FSR 742 / Texas Creek Bridge - 48 tons
2. FSR 748 / Rocky Brook Bridge - 48 tons
iii. The load rating above is a general case. The exact rating depends upon the type of vehicle traveling across the bridge, number of axels, etc. The contractor will have to work with the USFS Regional
Bridge Engineer to obtain the necessary overload permits.
3. The RFP response requests items such as a sample risk register and high-level schedule. If 11x17's and/or additional exhibits are needed, can these be attached as Appendix D and beyond? If so, will those appendices count towards any page limit?
i. The Example Risk Register and high level schedule should be included in the main body of the RFP and not in Appendix D. They will be included in the page limit identified in the RFP.
B. All other terms and conditions of RFP PMAA 2026*0020 remain the same.
| Amendment #2 - Questions & Answers (Q&A) |
| RFP PMAA 2026*0020 |
| Spring Creek CMGC |
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