Y--Montezuma NWR New Multipurpose Facility

Amendment / Modification

• This amendment (0003) provides responses to newly received questions.

• A "Solicitation Attachment (Questions and Answers 0002)" is provided as a result.

• There are no other changes to the solicitation as a result of this amendment.

• A new attachment, "Solicitation Attachment (Questions and Answers 0002)", is added.

• No changes to proposal deadlines, requirements, or evaluation factors are indicated.

Questions & Answers / Clarifications

This document provides responses to questions and clarifications regarding Solicitation 140FGA26R0006, Amendment 0002.

• Room 104 - T1 Tables: Power and data receptacles are required for tabletops and should be daisy-chained. The first floor break room will have rectangular tables and chairs, and the second floor break room will also have rectangular tables and chairs.
• Finish Choices: Specifications will identify finish material grade and colors to be selected from manufacturers' full range.
• CAD Files: Electronic CAD versions will be provided after award for shop drawing preparation, not during bidding.
• Geotechnical Report: This was provided as an attachment in Amendment 0001.
• Additive #1 (Drawing C-102): Confirmed to include resurfacing of the shaded pavement area and additional sidewalks.
• Water Line Extension: The contract work terminates at a valve and cap to be installed by others, located on the southeast side of the existing refuge roadway.
• Exterior Fence: Provide fence per details 8&11/C502, reconciling differences between architectural and civil drawings.
• Water Level Management: Coordination with the Refuge Manager may allow for drawdown of adjacent wetland areas, with an anticipated surface level at or below 381'.
• Rough Carpentry Specification (06 10 00-2): "Regional Materials" provision is deleted; no regional materials or certified wood criteria are required.
• Bid Announcement: This is not an Invitation for Bid; proposals will be evaluated, and award made. Contract information will be public afterward.
• Basis of Design Products: For Adhered Stone Masonry Veneer, specific products from Pangea Natural Stone, Inc. and North American Cast Stone, Inc. are listed, with equivalent products also acceptable.

This document clarifies requirements related to furniture, finishes, site work, and specifications. It confirms that the bid due date will not be extended. It also notes the rescission of Executive Order 11246, meaning there are no mandated MWBE contracting goals.

Amendment / Modification

• The deadline for submitting questions (Section L.1.3, Requests for Information) has been extended.

• The new deadline for questions is April 3, 2026, at 2:00 PM Eastern Time.

• Section L.1.3, Requests for Information.

• The deadline for submitting questions has been extended. No other changes to proposal deadlines or requirements are noted as a result of this amendment.

Amendment / Modification

This amendment provides answers to questions received as of March 4, 2026. The amendment does not introduce any other changes.

The following attachments have been provided:

• B08 Solicitation Attachment (Questions and Answers)
• B08 Solicitation Attachment (2303568 _FINAL_MNWR_Geotech_Report_R1-Nov2024)
• B08 Solicitation Attachment (21003122A Montezuma NWR Geotechnical Report Sealed)

No changes to proposal deadlines, requirements, or evaluation factors are indicated by this amendment, other than the provision of Q&A and updated attachments.

Form / Attachment / Pricing Sheet

This document is a Geotechnical Recommendations Report for the proposed USFWS Multi-Purpose Facility at the Montezuma National Wildlife Refuge in Seneca Falls, NY. It provides detailed findings from subsurface explorations and offers recommendations for foundation design, construction, and material specifications.

• Subsurface Conditions: Details on soil strata encountered, including fill, organics, lacustrine deposits, and glacial till, along with groundwater conditions and soil corrosivity.
• Foundation Design Recommendations: Guidance on deep foundations (driven piles, steel H-piles, concrete-filled pipe piles, drilled micropiles), including considerations for down drag forces and seismic design.
• Construction Recommendations: Advice on subgrade preparation, excavation and dewatering, horizontal directional drilling, and material specifications for structural fill, crushed stone, and pea stone.
• Pavement Design: Recommendations for standard-duty and heavy-duty pavement sections.
• Appendices: Includes boring logs, test pit logs, percolation test results, laboratory testing results (particle size distribution, liquid/plastic limits, pH, resistivity), equivalent SPT N-values, and geotechnical design parameters.

This report is critical for any bidder involved in the construction of the facility or associated infrastructure. It outlines the subsurface conditions that will impact foundation design and construction methods, potential challenges (e.g., soft soils, down drag, corrosivity), and specific material requirements. Understanding these geotechnical aspects is essential for accurate bidding, project planning, and risk assessment.

Questions & Answers / Clarifications

This document provides responses to bidder questions regarding geotechnical information for the project.

• Geotechnical Report Availability: The government has provided a geotechnical report and a subsurface investigation report as attachments to Amendment 00001. These reports are titled "B08 - Solicitation Attachment - (2303568_FINAL_MNWR_Geotech_Report_R1-Nov2024)" and "B08 - Solicitation Attachment - (21003122A - Montezuma NWR - Geotechnical Report Sealed)".
• Report Provision: Bidders can access the geotechnical report by reviewing the attachments provided with Amendment 00001.
• Assumption on Soil Conditions: Bidders should refer to the response for question #1 regarding the availability of the geotechnical report. No specific guidance is provided on assuming typical soil conditions if the report were unavailable, as the report has been provided.

This Q&A clarifies the availability of crucial geotechnical data, allowing bidders to incorporate accurate subsurface information into their proposals. Bidders should review the referenced attachments to Amendment 00001.

Form / Attachment / Pricing Sheet

This document is a "Report of Preliminary Geotechnical Exploration" prepared for the proposed construction of a multipurpose facility at the Montezuma National Wildlife Refuge. It details the findings of a subsurface exploration program, including soil conditions, groundwater levels, and provides recommendations for foundation support, earthwork, and site development.

• Site Conditions: Describes existing site features, geology, and proposed construction.
• Exploration Program: Details the subsurface exploration methods used (8 borings, laboratory testing).
• Subsurface Conditions: Identifies various soil strata (S1, O, CM, S2) and their characteristics.
• Groundwater: Reports encountered groundwater levels.
• Conclusions and Recommendations: Offers opinions on construction feasibility and presents options for building support (e.g., grouted impact piers, removal/replacement, driven piles, ACIP/micropiles).
• Specific Recommendations: Includes detailed guidance on ground improvement, foundation types, earthwork, fill/backfill materials, groundwater/surface water control, subsurface utilities, seismic parameters, lateral earth pressure, pavements, and limitations.
• Appendices: Contains figures, soil boring profiles, and geotechnical laboratory test results.

This report is critical for bidders to understand the subsurface conditions and potential challenges associated with the construction site. It directly informs the feasibility of different construction methods, potential risks, and the necessary engineering considerations for the proposed facility. Bidders should review the recommendations for foundation support, ground improvement, and earthwork to accurately estimate project costs and timelines, and to identify any specialized requirements or potential site-specific issues.

Other / Unclassified

This document is a placeholder or introductory screen for a PDF portfolio. It advises users to open the document in Adobe Acrobat X or Adobe Reader X or later for the best experience and provides a button to download Adobe Reader.

This document does not contain substantive information about a government opportunity. It is an informational screen and does not provide details on requirements, deliverables, deadlines, or any other aspect relevant to potential bidders. Bidders should disregard this document and refer to other attachments or the main opportunity record for pertinent information.

Solicitation / RFP / RFQ

This document is a solicitation for construction, alteration, or repair services. The government requires performance of the work described in the Statement of Work and all corresponding attachments.

• Base Building Multi-Purpose Facility Construction.

• Additive #1: Resurfacing Parking Area MUP.

• Additive #2: PV system S Roof MNT.

• Additive #3: PV System N Roof MNT.

• Additive #4: Furniture MNT.

• The performance period for the base construction and all additives is from 06/01/2026 to 11/30/2027.

• Performance shall begin within 15 calendar days and complete within 548 calendar days after receiving notice to proceed.

• Performance and payment bonds are required.

• Offers are due by 04/20/2026 at 1400 local time.

• Offers must be submitted in original and 1 copy.

• Sealed envelopes must be marked with offeror's name, address, solicitation number, and offer due date/time.

• Offers providing less than 60 calendar days for Government acceptance will be rejected.

• All questions must be submitted via email to Ian_a_young@fws.gov by the question deadline outlined in section L of the solicitation.

• Not specified in the provided pages.

• Funds are not presently available for this contract; the obligation is contingent upon the availability of appropriated funds.

• The solicitation is identified as 140FGA26R0006.