B09_Amend_0002_Attach_12_Q_and_As_0002.pdf
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- Attached to
- GOGA 336173 - Repair Conzelman Road
- Solicitation number
- 140P2026R0106
About this file
This is a Questions and Answers (Q&A) document for GOGA 336173 – Repair Conzelman Road, 140P2026R0106, a federal construction project. The document addresses 14 contractor inquiries regarding project execution, staffing, and administrative requirements.
Key project parameters include a 180-day performance period with 10 days to mobilize following Notice to Proceed, with NTP issuable no later than April 30, 2027. Conzelman Road may be fully closed at the project area for the entire performance duration, with closure points at the Hawk Hill roundabout (37°49'37.2"N 122°29'57.3"W); technical proposals demonstrating shorter closure periods will receive more favorable ratings. The contractor is responsible for closure and detour signage. Significant clarifications address staffing flexibility—one individual may serve as Superintendent, Site Safety and Health Officer, and Quality Control Manager—and testing requirements, with only blue tops (top of aggregate base) required rather than red, yellow, and blue tops. The project is not tax-exempt and does not require permitting or third-party inspections; the Government will conduct geotechnical and structural inspections through engineering consultants. Water for construction operations is available approximately 1.2 miles west of the project at a hydrant. Staking data points and CAD files will be provided after contract award. The contractor must reference Attachment 6 Geotechnical Report for soil boring information and Amendment 0001 for site visit attendee lists.
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GOGA 336173 – Repair Conzelman Road, 140P2026R0106
Q1. Can one person "triple hat" as Superintendent, SSHO and QC Manager?
A1. Yes.
Q2. Please provide the site visit attendee sign in sheet.
A2. Attendee list is included in Amendment 0001 posted on 7 October 2026.
Q3. Are soil boring reports available? If not, confirm discovery of rocks and obstructions during excavation will be treated as differing site conditions under FAR 52.236 2 or addressed as a change under FAR 52.243 4.
A3. Yes, see the Attachment 6 Geotechnical Report in the solicitation documents.
Q4. Is there a bulk water fill i.e. a hydrant or water source we can pump from for grading operations in close proximity?
A4. There is a hydrant with water available for construction about 1.2 miles west of the project.
Q5. Is this project tax exempt?
A5. No.
Q6. When do you anticipate on site work starting?
A6. Per the solicitation, the Contractor will have 10 days to start work and 180 days to complete the work from the date of the NTP. However, the Government can be flexible on the date of the notice to proceed (NTP), if the Contractor wishes to delay the start to avoid the rainy season. The latest date the Government would issue the NTP is April 30, 2027.
Q7. Are third party inspections required?
A7. No third-party inspections are required. The Government will have its engineering consultants perform geotechnical and structural inspections.
Q8. Is permitting required?
A8. No
Q9. Is any landscaping restoration required for this project? For example; topsoil, seeding, and fertilizer.
A9. No
Q10. Please provide staking data points for the project.
A10. CAD files can be made available after contract award.
Q11. Are red, yellow, and blue tops required?
A11. Only blue tops (top of aggregate base) are required. See answer #10 in the first round of Q&A’s, file name “B09_Amend_0001_4_Q_and_As_0001.pdf” regarding deletion of emulsified asphalt treated base.
Q12. Does the QCM and Tester have to be 2 separate individuals?
A12. No, but per the contract, the Contractor's job supervisory staff may be used to assist Quality Control Supervisor supplemented, as necessary, by additional certified testing technicians.
Q13. Confirm we can shut the roadway down for the duration of the project?
A13. Conzelman Road may be fully closed at the project area for the entire 180-day performance period. Technical proposals with schedules showing shorter closure durations will be rated more favorably. The Contractor is responsible for closure and detour signing. Note: the closure point will be at the Hawk Hill roundabout, at 37°49'37.2"N 122°29'57.3"W.
Q14. Is there an Excel version of B08_Attach_11_Limitation_on_Sub.pdf?
A14. See attached B09 Amend 0002 Attach 13_Limitation_on_Sub as an Excel document.
File details come from the government source that posted it. Updated .