B09-Amnd0002-RFI_6-25_0002.docx

140P4325R0017 Amendment RFIs 6-25

6.Please provide site visit sign in sheet Response: The sign in sheet will not be posted.

7.Identify location of any “High Risk Areas” with in the LOW Response: It is the responsibility of the contractor to assess site conditions, determine applicable risks based on their chosen means and methods, and incorporate appropriate safety measures into their Accident Prevention Plan (APP) and Job Hazard Analyses (JHAs), including crane operations, utility lockout/tagout procedures, and other site-specific hazards.

8.Is it possible that the solicitation can incorporate FAR Clause 52.216-4 to address post bid Tarif cost increases Response: FAR 52.216-4 will not be added

9.Can the project superintendent perform the duties of Site Safety Health Officer?

Response: No. Per Section 01 35 23, Safety Requirements, the contractor must designate a qualified supervisor to implement the Accident Prevention Plan (APP) and manage site safety. Given the complexity of the project which includes crane operations, utility lockout/tagout, and the proximity of work to public areas, the Site Safety and Health Officer (SSHO) must be a dedicated individual, separate from the project superintendent. This separation ensures that safety oversight receives full-time attention and is not compromised by conflicting responsibilities. The SSHO shall be present on-site during all active work, with the authority to implement immediate corrective actions. The contractor shall identify the SSHO and their qualifications in the APP, in accordance with Section 01 35 23, Part 2.1.A.1.

10.Please provide HAZ MAT report and survey Response: A hazardous materials report or survey has not been conducted for this project and is not available. A full site visit was provided to all prospective offerors to observe existing site and facility conditions.

The contractor shall assume that standard safety precautions apply and shall comply with all applicable federal, state, and local regulations regarding hazardous materials. If any suspect hazardous materials are encountered during construction, the contractor must immediately notify the Contracting Officer. The contractor is responsible for including all costs associated with hazardous materials handling, removal, and disposal in their bid.

11.Please provide GEO TECH sols report Response: A geotechnical (soils) report has not been conducted for this project and is not available. As stated in Specification Section 01 11 00 – Summary of Work, Article 1.9, the contractor shall rely on their own investigation.

For bidding purposes, the site is presumed to consist of sandy soil (SP classification) with a presumptive bearing capacity of 1,000 to 2,000 psf, based on IBC 2024 Table 1804.2. This information is provided as a general assumption only.

Prior to submission of foundation-related shop drawings, the contractor shall retain a Massachusetts-licensed professional engineer to classify the soil and confirm the soil bearing capacity within the project’s limit of work. A signed and sealed soil classification and confirmation letter shall be submitted as required by the contract. Any conflicts between the contractor’s soil findings and the contract documents must be brought to the Contracting Officer’s attention along with a proposed resolution plan.

12.Please provide all AS BUILT drawings of all buildings and civil drawings with in the LOW under this contract Response: All available drawing information has been provided in the contract documents. The Government does not possess additional as-built drawings for existing site conditions or facilities within the Limit of Work (LOW).

A site visit was provided to all prospective offerors to observe current site and building conditions. In addition, as specified in the contract, the contractor is responsible for performing survey work, soil classification and bearing confirmation, and other investigations as stipulated. The contractor is also responsible for the development of shop drawings and for verifying field conditions prior to construction. Bidders shall base their proposals on the information provided in the contract documents and their own site observations and investigations.

13.Referece section 333900; Will colored concrete be required Response: Colored concrete is not explicitly required under Section 333900. However, if the selected precast modular double vault toilet product includes colored concrete, it must comply with the requirements in Part 2 – Products, Paragraph B – Colored Concrete. This includes compliance with ASTM C979, uniform mixing, and the submission of a 6"x12"x2" color sample for approval. The decision to include colored concrete is at the discretion of the contractor and/or manufacturer, provided the final product meets all contract, structural, durability, and code requirements.

14.Provide name of manufacturer of the precast modular double vault toilet/tank structures Response: The contract specifications in Section 333900 are performance-based and do not identify a specific manufacturer. The contractor is responsible for selecting a precast modular double vault toilet system that meets all applicable contract, structural, durability, accessibility, and code requirements, including those of the Massachusetts Department of Environmental Protection and applicable codes. All proposed products will be subject to submittal review and approval in accordance with contract requirements.

15.Reference drawing D-2; Provide quantity of damaged concrete curb and asphalt paving along with limits of new saw cutting limits Response: The contract drawings depict existing site conditions and planned improvements. Offerors are expected to rely on their own site observations and investigations, including the site visit, to verify quantities and limits related to damaged concrete curbs and asphalt paving. The contractor is responsible for confirming the extent of damaged curb and paving, determining the necessary saw cutting limits, and including all associated work in their proposal. All demolition, saw cutting, and restoration work shall conform to the contract specifications and applicable construction details.

16.Reference drawing S-2; Will new double vault toilet /tank structure be required on both pad #1 and pad #4?

Response: Per code note 1 on sheet D-1, two (2) new double vault toilets are required, each with adjoining concrete ramps, handrails, and concrete pads. These ramps, handrails, and pads shall comply with Americans with Disabilities Act (ADA) requirements.

Additionally, per code note 4, new sidewalks as detailed on sheet S-9, detail 1, shall be provided. Both notes apply to the locations identified as pad #1 and pad #4. Therefore, new double vault toilet/tank structures are required at the locations designated as pad #1 and pad #4.

17.Provide size of CONEX Box required for lifeguard equipment and confirm if the contractor is responsible to load in and move out the equipment If so, provide list of all items.

Response: Under Section 011100, Summary of Work, base bid and section 012700, Definition of Contract Line Items, Contract line item 1, the contractor is required to purchase, deliver, and install a new shipping container (CONEX Box) for the storage of lifeguard equipment during the construction period. The size of the CONEX Box is not explicitly specified in the contract documents. The contractor is responsible for selecting a container of appropriate size and capacity to safely store all lifeguard equipment during construction, consistent with the needs of the project and site conditions.

Regarding loading and moving lifeguard equipment, the contractor is responsible for loading in and moving the equipment into and out of the CONEX Box. The contractor should also coordinate and manage all equipment storage logistics during construction.

There is no detailed list of lifeguard equipment provided in the contract documents. A site visit was conducted during which the interior of the lifeguard storage area and workroom were observed. The contractor should plan accordingly and coordinate with the Contracting Officer’s Representative for any clarification needed during the project.

18.Plese provide scaled drawings Response: The contract drawings provided represent the design intent and existing conditions; however, scaled drawings are not available. Prospective offerors are expected to rely on their own site investigations and measurements to verify dimensions and conditions within the Limit of Work (LOW). A site visit was provided to all prospective offerors to observe existing site and facility conditions. Contractors should incorporate their findings from the site visit and contract documents into their proposals.

19.Will exiting interior wood trim be required to be painted Response: Reference Drawing S-5, Coded Note 6: Existing wood trim and fascia are to be scraped, sanded, and primed. Following this, provide one coat of primer and two coats of new paint. The paint color shall match the existing finish.

Please note this work pertains to exterior wood trim and fascia.

20.Reference detail 7 on S-5; Provide plan view, elevation and cross section of wood bench Response: Reference coded note 7 on Sheet S-5 specifies to cut and selectively remove a section of the existing interior bench to allow installation of the new door and partition. It also requires providing new blocking and supports for the bench.

A site visit was provided to all prospective offerors to observe existing site and facility conditions. Contractors are expected to incorporate their observations from the site visit, along with the contract documents, into their proposals.

21.Provide square foot quantity of note 8& 9 on drawing S-5;

Response: The contract drawings provide general locations and scope for notes 8 and 9 on drawing S-5. However, specific square foot quantities are not provided. Prospective offerors are expected to verify quantities through site visits and their own investigations.

A site visit was provided to all prospective offerors to observe existing site and facility conditions. Contractors should base their proposals on their observations and the contract documents.

22.Identify dimension of lumber required for new wood roof joists per note 9 on S-5 Response: Code Note 9 on Sheet S-5 requires new wood roof joists to replace existing. The contract documents do not specify the exact lumber dimensions for the replacement joists. The contractor shall determine appropriate joist sizing based on field verification of existing conditions and in compliance with applicable structural requirements of the 2024 International Building Code (IBC), including loading, wind and span criteria. All replacement framing must match or exceed the strength and dimensional characteristics of the existing framing and shall be submitted for review as part of the required shop drawings.

23.Provide manufacture name of the Free-Standing Shower unit Response: The contract documents require the provision of free-standing modular outdoor showers. The drawings depict a typical configuration but do not identify a specific manufacturer.

The contractor is responsible for selecting a unit that meets all applicable requirements in the contract documents, including accessibility, durability, connection to existing utilities, and code compliance. All proposed products will be subject to submittal review and approval in accordance with the contract requirements.

24.Will all work areas of the base bid and option 1 and 2 be available at same time Response: Reference Section 011100, Summary of Work, paragraph 1.8.C, Seasonal Restrictions:

“No ground-disturbing construction will occur between April 15 and October 15 to minimize activity during the box turtle active season. An Eastern Box Turtle Protection Plan will be required unless all ground-disturbing work associated with the project occurs during the turtle’s inactive season (October 15 through April 15).”

25.Provide quantity of existing catch basins located within LOW Response: There are no catch basins located withing the LOW.