Y--Montezuma NWR New Multipurpose Facility

Questions & Answers / Clarifications

This document provides updated responses to vendor questions regarding the solicitation, specifically addressing a clarification on steel pile testing methods.

• Question 27 (Steel Piles - Load Testing): The solicitation previously allowed Dynamic Load Testing (ASTM D4945) as an alternative to Static Load Testing, requiring calibration against at least one Static Load Test and analysis by a New York licensed Professional Engineer. The updated response clarifies that:
  • Dynamic load testing (PDA testing) using signal matching analysis (CAPWAP analysis) is required to verify the design driving resistance criteria.
  • Both end-of-driving testing and restrike testing (at least 24 hours after driving) are necessary to evaluate pile setup effects.
  • A static load test and PDA calibration should still target a minimum Factor of Safety (FS) of 2.0.

This clarification modifies the technical requirements for steel pile load testing. Bidders must ensure their proposed methods and analysis align with these updated specifications for dynamic load testing and calibration.

Amendment / Modification

• This amendment provides a revised response to Question 27, which was originally included in the Questions and Answers attachment with Amendment 0006.

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

• Questions and Answers attachment (revised response to Question 27).

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

Amendment / Modification

This amendment provides responses to newly received questions. As a result, the following attachments are provided:

• B08 Solicitation Attachment (Questions and Answers 0004)
• B08 Solicitation Attachment (Addendum_Spec_071316_self-adhered-sheet-waterproofing)
• B08 Solicitation Attachment (Addendum_Spec_107516-ground-set flagpoles)

There are no other changes as a result of this amendment.

New attachments have been added to the solicitation.

This amendment does not appear to modify proposal deadlines or submission requirements, but bidders should review the new attachments for any impact on their proposals.

Statement of Work (SOW) / Performance Work Statement (PWS)

This document specifies requirements for self-adhering sheet waterproofing for vertical and horizontal applications prior to cast-in-place concrete installation at the Montezuma NWR & NY Ecological Services New Multipurpose Facility.

• Installation of pre-applied waterproofing membrane.

• Coordination with other trades to ensure proper installation and prevent damage.

• Submittal of product data, safety data sheets, technical data sheets, and certificates.

• Site quality control submittals including inspector reports and photographs.

• Warranty documentation.

• Performance criteria include resistance to hydrostatic head (ASTM D5385): 231 ft. (70.4m), water absorption (ASTM D570): 0.4%, lateral migration resistance (ASTM D5385 Modified): 231 ft. (70.4m), puncture resistance (ASTM E154): 225 lbs, lap peel adhesion (ASTM D1876): 6.9lbs/in (1200 N/m), permeance (ASTM E96): <0.01 Perms, and peel adhesion to concrete (ASTM D903): 5 lbs/in (875 N/m).

• Waterproofing must be clean, dry, and free from contaminants before subsequent installations.

• Overlapping seams must be 2 inches (50 millimeters).

• Seams must be sealed in accordance with manufacturer's details.

• Waterproofing seams must be continuous and secure with no voids or gaps.

• Not explicitly stated, but implied to be for the New Multipurpose Facility.

• Manufacturer qualifications: Minimum 20 years of experience in production and sales of waterproofing.

• Installer qualifications: Authorized by manufacturer, minimum 3 years of experience.

• Licensed professional inspector authorized by the manufacturer.

• Pre-installation meeting is mandatory for warranty eligibility.

• Materials must be delivered in original, factory-sealed containers.

• Storage must be in a protected area, out of direct sunlight, and protected from rain and physical damage.

• Work must not be performed during rain or inclement weather.

• Manufacturer's warranty: 10-year material warranty and 10-year workmanship warranty (material and labor costs for repair).

• Approved manufacturers include Henry a Carlisle Company, Polyguard, and AVM Industries.

• Specific requirements for waterstops, including swelling and non-swelling types, and injection hose waterstops.

• Substrate preparation includes ensuring substrates are sound, clean, and free of contaminants and standing water.

• Installation details for vertical and horizontal applications, including seam overlaps, sealing, and attachment methods.

• Site quality control includes periodic inspections by an authorized inspector.

• Cleaning and waste management must be performed promptly.

• Protection of installed waterproofing from damage by other trades and designated walkway areas to limit traffic.

Form / Attachment / Pricing Sheet

This document outlines the specifications for "Ground-Set Flagpoles" (Section 10 75 16), detailing requirements for materials, fabrication, installation, and related components. It serves as a technical specification for potential bidders to understand the exact nature of the flagpoles to be procured.

• Submittals: Requirements for product data, shop drawings, and closeout submittals including operation and maintenance data.
• Products: Specifies aluminum flagpoles (cone-tapered, ASTM B 241/B 241M, Alloy 6063, minimum 3/16 inch wall thickness, 30 feet exposed height) and lists approved manufacturers (American Flagpole, Concord Industries, Ewing Flagpoles, or approved equal). It also details requirements for foundation tubes, flashing collars, sleeves, finial balls, internal halyard winch systems, and flag snaps.
• Miscellaneous Materials: Specifies nonshrink grout, drainage material, sand, elastomeric joint sealant, and bituminous paint.
• Aluminum Finishes: Details the required natural satin finish (AA-M32) and sealing.
• Execution: Outlines preparation steps including painting below-grade portions, foundation excavation, formwork, foundation tube placement, sleeve and anchor bolt installation, concrete placement, and finishing of exposed concrete surfaces.
• Flagpole Installation: Describes the process of seating the flagpole in the foundation tube, securing it with wedges, backfilling with sand, sealing the top of the foundation tube, and installing the flashing collar.

This document is crucial for bidders to understand the technical specifications of the ground-set flagpoles required for the opportunity. It details material quality, dimensions, performance requirements (e.g., wind loads), approved manufacturers, and installation procedures. Bidders must ensure their proposed products and installation methods comply with these specifications to be considered responsive.

Questions & Answers / Clarifications

This document provides responses to vendor questions regarding specifications and requirements for an unspecified opportunity.

• Flooring Specifications: Specifications for Carpet Tile, Luxury Vinyl Tile, and Rubber Base are detailed in Project Manual sections 09 65 13, 09 65 19, and 09 68 13.
• Sound Absorbing Wall Units: Refer to Specification Section 09 84 33 for scope details.
• Flagpole Specification: Refer to Specification Section 10 75 16 for flagpole specifications and height.
• Emulsified Asphalt Coating: Seal coating must meet NYSDOT Standard Specification 410.20400001.
• Electric Locks: Only Door #117A requires an electric lock for remote release. Other exterior doors will be mechanically locked with door contacts.
• Special Inspections & Testing Costs: The contractor is responsible for directly paying for all required testing and inspections, including Special Inspections, and including these costs in the lump sum bid. No specific allowance amount is provided.
• Steel Piles (Static Load Testing): Dynamic Load Testing per ASTM D4945 is acceptable as an alternative to Static Load Testing, provided the axial capacity is calibrated against at least one Static Load Test and the analysis is performed by a licensed Professional Engineer in New York with relevant experience.
• Elevator Pit Waterproofing: A combined vapor barrier/waterproofing membrane is required. Refer to Specification Section 07 13 16.
• Foundation Waterproofing: A combined vapor barrier/waterproofing membrane is required for the concrete foundation and edge of the slab, extending to the full depth of the grade beam. Refer to Specification Section 07 13 16.
• HVAC System Connection: Refer to Specification Section 23 81 29, Paragraph 2.9 System Controls, for HVAC system connection to a Building Management System.
• ADA Restroom Grab Bar Heights: Grab bar heights on Drawing 1/G002 should be revised so the top of the grabbing surface is installed at 33 to 36 inches above the finished floor.

These clarifications provide specific details on materials, testing, and installation requirements. Bidders should review these responses and update their understanding of the project scope and associated costs accordingly. No changes to submission deadlines or proposal rules were indicated.

Questions & Answers / Clarifications

This document provides responses to vendor questions regarding prevailing wage requirements for Solicitation 140FGA26R0006, Amendment 0005.

• Prevailing Wages Applicability: Prevailing wages apply only to laborers and mechanics employed "on the site of the work," which includes the primary construction site and any secondary work locations dedicated to the project.
• Systems Furniture Labor Pricing: For systems' furniture, only the labor involved in securing the furniture to the building (wall and floor) should be priced at prevailing wage rates. Labor for the furniture itself is not included.

This clarification provides specific guidance on the application of prevailing wage requirements, particularly concerning labor for systems furniture, which may affect how bidders price their proposals.

Amendment / Modification

This amendment (0005) to solicitation 140FGA26R0006 provides responses to newly received questions.

• A new attachment, "B08 - Solicitation Attachment (Questions and Answers 0003)", is provided.

• The effective date of this amendment is February 19, 2026.

• Bidders must acknowledge receipt of this amendment. Failure to do so may result in rejection of their offer.

Amendment / Modification

This amendment (0004) to solicitation 140FGA26R0006 provides the solicitation attachment link. The effective date of this amendment is February 19, 2026.

This amendment provides a link to the solicitation attachment.

Bidders are instructed to acknowledge receipt of this amendment. Failure to do so may result in rejection of the offer. Offers may be changed by letter or electronic communication, provided it is received prior to the opening hour and date specified.

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

• 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.

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.

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.

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.

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.

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.

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.