Questions and Answers During Advertisement - WY FLAP 740(1).docx
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- Attached to
- WY FLAP 740(1) Skyline Drive & Fremont Lake Road
- Solicitation number
- 6982AF22B000010
About this file
This document contains questions and answers regarding a federal Invitation for Bid for the WY FLAP 740(1) Skyline Drive and Fremont Lake Road project. The anticipated period of performance is from November 30th, 2022 to October 4th, 2024. An MTV is required for Schedule A and Option X. The intent is to adjust the roadway alignment and profile within specified tolerances and construct according to linear grading requirements, with payment for excavation, embankment, waste, and borrow subsidiary to the linear grading bid item. The contractor may utilize embankment material from the stipulated sources if it meets contract requirements, with one source primarily intended for rock and the other for aggregates and unclassified borrow.
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Questions and Answers During Advertisement for WY FLAP 740(1) Skyline Drive & Fremont Lake Road
Monday, October 3, 2022
| Questions |
| Answers |
| 1 |
| Please confirm the intended period of performance for the above referenced solicitation; intended start date is not clear and completion date is stated as 9/30/24. Construction signage details in plans appear to indicate work performed in 2024 season. |
| The anticipated Period of Performance for this project is 11/30/22 (NTP) to 10/4/24 (Punchlist & Demob). |
| 2 |
| Will an MTV be required for this project? |
| An MTV is required for Schedule A and Option X. |
| 3 |
| Is it the intent of the owner for the contractor to meticulously gather up all the sliver excavation along the cut edges of the roadway to provide the embankment for the edges of roadway needing the widenings? |
| The intent is to adjust the roadway alignment/profile within the tolerances shown in SCR Section 152 and construct according to SCR Section 212, linear grading. |
The Grading summaries for Schedule A and Option X reflect the anticipated earthwork based on the cross sections provided for information only. Actual quantities within the grading summary may change based on proposed adjustments, material use and contractor’s import/waste plan.
The payment for excavation, embankment, waste, borrow is subsidiary to the Linear Grading bid item. See Section 212 of the SCR’s for more information.
Opportunities to tie in slopes and avoid some of the sliver cuts and fills as shown in the for information only cross sections may be available based on proposed adjustments using template control, as detailed in SCR Section 152.
| 4 |
| May the contractor utilize embankment from the stipulated sources (M1 or M2) for the embankment. Does this material meet the specification for embankment? Please help identify your intended source for embankments. |
| See SCR 105.02(d) for potential material uses. Source quality has not been performed for either source. The Contractor may choose to further investigate and use these sources, provided the material produced meets contract requirements. |
The intended use of the USFS stockpile (M2) would be primarily as a rock source for work under Sections 251, 252, 253.
The intended use of the M1 source may be for aggregates and unclassified borrow.
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