Questions and Answers to RFIs - W912LR-24-B-0001 .xlsx
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- Solicitation number
- W912LR24B0001
- Issued by
-
Department of the Army National Guard
About this file
This document contains questions and answers related to a solicitation for the construction of a Department of Public Works Engineering Housing and Maintenance Shop at Camp Santiago Joint Training Center in Salinas, Puerto Rico. The solicitation seeks a contractor to provide all materials, labor, equipment, and incidentals for general construction work detailed in the statement of work. Questions from potential offerors address requests for additional details on specifications, drawings, permits, and existing site conditions. The responses provide clarification on items including soil studies, asbestos and lead reports, scope of demolition and removal work, structural and architectural details, and equipment specifications.
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RFI
| PROJECT NUMBER: | 431850 | |||||
| RFI | ITEM | SHEET | DETAIL | REMARKS | DIRECTORATE | Remarks |
| 1 | Is there a soil study of the area that can be provided? | PRARNG | ||||
| Response | RESPONSE: As part of Amendment 02 Study will be provided in SAM.gov platform. | |||||
| 2 | Are there any asbestos and/or lead studies of the area that can be provided? | PRARNG | ||||
| Response | RESPONSE: As part of Amendment 02 reports will be provided in SAM.gov platform. Note: One of the Inspection LEAD report is expired. PRARNG is working on a procurement services for a new LEAD inspection report. This new LEAD inspection services that will be procured will have the same results as the expired report provided on this Amendment 02. For estimating puporses this report is accurate. The new report will be provided as soon as possible. | |||||
| 3 | Will loose materials in the area, such as air conditioning systems, be removed by the contractor or will the area be clear? | PRARNG | ||||
| Response | RESPONSE: All loose materials in the area will be remove by PRARNG. | |||||
| 4 | Page A-551 Detail B1 Aluminum Canopy, please provide structural details and dimensions. | A/E Firm | ||||
| Response | RESPONSE: Aluminum canopy Support Rod Size, Support Rod Attachment, Canopy Anchor Point, as well as all additional components and systems related to the Aluminum Canopy, are to be provided by the Contractor and Manufacturer as part of a Delegated Design Submittal framing requirements, Section 2.1. Metal Canopy Specification 10 73 13-Awnings has been deleted from the Specification, and new Specification 10 73 16.13-Metal Canopies has been added. Refer to document: PRARNG_EHMS_Camp Santiago_SPEC 10 73 16.13_Amendment 01_08-Mar-2024.PDF issued as part of this RFI response. | |||||
| 5 | Page A-411 elevations A1 and A4 please provide details and specifications for the sink cabinet. | A/E Firm | ||||
| Response | RESPONSE: New detail C2 added to Sheet A-572. Refer to document: PRARNG_EHMS_Camp Santiago_DWG A-572_Amendment 01_08-Mar-2024.PDF issued as part of this RFI response. | |||||
| 6 | Page A-581 please provide elevations with the height for the “wire mesh partitions”. | A/E Firm | ||||
| Response | RESPONSE: All Wire mesh partitions go to underside of the Structural deck (as indicated on Sheet A-301). | |||||
| 7 | Page A-101 in the “keynotes” number 16 indicates “fencing gate”, please provide details and specifications. | A/E Firm | ||||
| Response | RESPONSE: See Specification Section 32 31 19.53 for information on the decorative security fence. | |||||
| 8 | Please indicate if all materials and equipment inside the buildings and exterior will be removed by the owner. | A/E Firm | ||||
| Response | RESPONSE: Yes, all non fixed equipment (i.e. loose / moveable) will be removed by the government prior to contractor notice to proceed. | |||||
| 9 | Page A-601 and A-602, please clarify if the supply of furniture will be part of the works, if so please provide the specifications. | A/E Firm | ||||
| Response | RESPONSE: Furniture (indicated in Furniture Legend) will be supplied as part of the FF&E package under separate project. Sheets A-601 and A-602 have been provided as reference documents only (per General Note) for coordination of all mechanical, electrical, etc infrastructure required as part of this project. | |||||
| 10 | Page Q-601 please provide the specifications for equipment SW1 and SW2. | A/E Firm | ||||
| Response | RESPONSE: See Spec Section 10 56 13 - Metal Storage Shelving for SW1. New Spec section added 10 56 29.26 Cantilever Rack (for SW2) added to contract documents. Refer to document: PRARNG_EHMS_Camp Santiago_SPEC 10 56 59.26_Amendment 01_08-Mar-2024.PDF issued as part of this RFI response. | |||||
| 11 | Page Q-601 indicates that the equipment will be stored in a facility by the owner and that this equipment will then be relocated to the new facility. Please give the distance of the place where this equipment will be stored so that it can be moved later. | A/E Firm | ||||
| Response | RESPONSE: All "Personal Property" (PP) NEW will be provided under separate project/effort and is not part of this project. PP New items have been shown on documents as reference documents only (per General Note) for coordination of all mechanical, electrical, etc infrastructure required as part of this project. |
All "Personal Property" (PP) EXISTING Equipment that will be removed and stored by PRARNG prior to the commencement of the project (per Note #3 on Q-601) will be located WITHIN CSJTC installation (so that EHMS operations will be functional during construction of this new EHMS facility). For Bidding purposes, the building within the CSJTC installation (for the Contractor to 'relocate back to the new EHMS facility and install' will be Building 23 which is located approx. 500' (or .1 miles) east/southeast of the EHMS project site.
| 12 | In the specifications it indicates section 107313, please clarify where it applies. | A/E Firm | |
| Response | RESPONSE: Metal Canopy Specification 10 73 13-Awnings has been deleted from the Specification, and new Specification 10 73 16.13-Metal Canopies has been added. Metal Canopies are indicated to include but not limited to Sheet A-102 as part of the Supply Warehouse OLI. Refer to document: PRARNG_EHMS_Camp Santiago_SPEC 10 73 16.13_Amendment 01_08-Mar-2024.PDF issued as part of this RFI response. | ||
| 13 | In the specifications it indicates section 101100, please clarify if it is part of the works and if so, where it applies. | A/E Firm | |
| Response | RESPONSE: Locations shown on interior elevations A-411 and A-572. | ||
| 14 | Page Q-601 indicates a Saw Dust collection system, please provide a plan with the piping layout. | A/E Firm | |
| Response | RESPONSE: System functional requirements are in Specification 23-35-13. Equipment that saw dust must be collected from is defined on Equipment Schedule Q-601. Contractor is responsible for final design the system including ductwork and controls in accordance with the specification requirements. | ||
| 15 | Please clarify if concrete walls will be plastered or exposed. | A/E Firm | |
| Response | RESPONSE: Concrete is exposed, utilizing two different finishes created by form liners and Concrete specification mix matrix. See A-201-202 for locations of form liners. | ||
| 16 | Please indicate if all the doors will be “fire rated” or only the three indicated in the door schedule. | A/E Firm | |
| Response | RESPONSE: Only the doors listed on the door schedule on A-630 need to be rated by code. | ||
| 17 | Please confirm if the door frames are assembled or welded at the factory. | A/E Firm | |
| Response | RESPONSE: Frames to be factory welded. Throat depth to be confirmed via contractor submittal submission requirements per Spec section 08 11 13. | ||
| 18 | Please provide specifications for the NL door glass. | A/E Firm | |
| Response | RESPONSE: Door schedule on A-630 modified to indicate glazing types. Refer to document: PRARNG_EHMS_Camp Santiago_DWG A-630_Amendment 01_08-Mar-2024.PDF issued as part of this RFI response. | ||
| 19 | Please provide the type of material for the insulation of the air conditioning system ducts. | A/E Firm | |
| Response | RESPONSE: Refer to specification section 23 07 13 - Duct Insulation for the material type required for the HVAC ducts. | ||
| 20 | Please indicate if materials are permitted by American Act with allied locations outside the United States. | A/E Firm | |
| Response | RESPONSE: Please refer to solicitation clause 52.225-11 BUY AMERICAN--CONSTRUCTION MATERIALS UNDER TRADE AGREEMENTS (DEC 2022) where it defines types of materials and designated countries subject/covered to governing trade agreements allowing their purchase for federal construction contracts. | ||
| 21 | Will the Bid Bond document be provided by you or by our surety company? | PRARNG | |
| Response | RESPONSE: Please refer to solicitation clause 52.228-1 BID GUARANTEE (SEP 1996) where is states that bidder shall furnish a bid guarantee in the form of a firm commitment in the amount of 20% percent of the bid price or $3,000,000, whichever is less. Failure to furnish a bid guarantee in the proper form and amount, by the time set for opening of bids, may be cause for rejection of the bid. | ||
| 22 | Will you be able to specify section 0045 (representation and certifications) what specific documents must be completed and/or presented for companies that are active within SAM.GOV? | PRARNG | |
| Response | RESPONSE: Please refer to solicitation section 00 10 00 where paragraph 4, letter (d) states the following: Representations and Certifications, completed and return only additional certifications found in this section In addition, the offeror must have entered current and complete data within the past year in Online Representations and Certifications at www.sam.gov. Bidders are requested to ensure that their SAM.gov entity profile Representations and Certifications section is current and/or updated then included as hard copy item in their bid package. | ||
| 23 | We respectfully request another "Site Visit" to inspect the existing facilities with our demolition subcontractor. | PRARNG | |
| Response | The Contracting Officer and the requesting office has determined that it is not in the best interest of the Government to grant an additional opportunity to conduct a site visit of the project due to time constraints that would adversely affect contract award and performance. | ||
| 24 | Please provide specification for the Pad Mounted Transformer. Dry type or oil filled”? Copper or Aluminum? Temperature rise? etc. | A/E Firm | |
| Response | RESPONSE: Refer to Specification section 26 12 19 PAD-MOUNTED, LIQUID-FILLED, MEDIUM-VOLTAGE TRANSFORMERS for information. | ||
| 25 | For details A1 and A2 on page A-652 corresponding to "Sunshades", check which window each detail corresponds to. | A/E Firm | |
| Response | RESPONSE: Detail A1 is window W3, A2 is for window W4 per notations on Elevations on Sheet A-201. | ||
| 26 | Provide details of the "COILING OVERHEAD SERVICE GRID" located in the reception area "Room 100". See Note 11 Page A-101. | A/E Firm | |
| Response | RESPONSE: See detail A4 on Sheet A-572 | ||
| 27 | Provide details for countertop located in the reception area "Room 100". See Note 10 Page A-101. | A/E Firm | |
| Response | RESPONSE: See detail A4 on Sheet A-572 | ||
| 28 | Provide details for the sink counter located in rooms 110 (Men's Restroom), and111 (Women's Restroom and Locker). See Page A-101. | A/E Firm | |
| Response | RESPONSE: New detail C2 added to sheet A-572. Refer to document: PRARNG_EHMS_Camp Santiago_DWG A-572_Amendment 01_08-Mar-2024.PDF issued as part of this RFI response. | ||
| 29 | Provide details for the cabinet located in rooms 151 (Conference). See Floor Plan (CB OLI) Page A-103. | A/E Firm | |
| Response | RESPONSE: See Detail A3 on Sheet A-572 | ||
| 30 | Please provide CMU wall height on Supply Office (OLI) Room #141. See floor Plan A1 page A-102. |
| A/E Firm | RFI 2 | |||
| Response | RESPONSE: CMU walls to go to underside of structural deck per partition types on A-701 | |||
| 31 | What does IBE mean? See Note 1 Page Q-601 | A/E Firm | RFI 2 | |
| Response | RESPONSE: Definition of IBE indicated in Project Specifications - Summary 01 10 00. IBE = INSTALLED BUILDING EQUIPMENT. Items are identified in the 5th column of the schedule on Q-601. | |||
| 32 | What does PP mean? See Note 2 Page Q-601 | A/E Firm | RFI 2 | |
| Response | RESPONSE: Definition of PP indicated in Project Specifications - Summary 01 10 00. PP = PERSONAL PROPERTY. | |||
| 33 | Doing reference to Note 2 Page Q-601, confirm it is not included in this Scope of Work. | A/E Firm | RFI 2 | |
| Response | RESPONSE: Refer to Bidding Response #11. | |||
| 34 | Doing reference to Note 3 Page Q-601, confirm it is not included in this Scope of Work. | A/E Firm | RFI 2 | |
| Response | RESPONSE: Refer to Bidding Response #11. | |||
| 35 | On drawing page, A-111, in the bathroom areas, it indicates that the ceiling height is 8'-0", however in the D1/A-301 wall section the height is 9'-0". Please clarify. | A/E Firm | RFI 2 | |
| Response | RESPONSE: Bathroom area ceilings to be 8'-0" per Sheet A-111. | |||
| 36 | Specifications Section 01 1000-1.5.K.1 states the contractor is responsible for obtaining and payment of all environmental permits through DRNA, but attachment 4 of the solicitation PR-EA Master Plan FONSI indicates there is “No Significant Impact”. Does this mean that the plans have been submitted and approved through the DRNA and now only the permitting fees are required? How long does the permitting process normally take from application through approval? | A/E Firm | ||
| Response | RESPONSE: No permit has been submitted. Refer to the requirements identified in Specification Section 01 10 00 - 1.5.K & 1.7.J, all permits required are part of the contractor's scope of work. | |||
| 37 | Specifications Section 01 1000-1.7.J states the contractor is responsible for obtaining and payment of all construction permits and related tapping fees. Can you please provide the points of contact for the applicable utilities for connection and permitting purposes? Alternatively, can you provide rates for tapping and/or connection fees and approximate timeframe for permitting process from application through approval? | A/E Firm | ||
| Response | RESPONSE: There are no points of contact identified. For utility connections, the contractor shall coordinate with Contracting Officer, Contracting Officer Representative, and Camp Santiago DPW. For permitting, the contractor shall coordinate with Contracting Officer, Contracting Officer Representative, and PRARNG Environmental Representative. | |||
| 38 | Specifications Section 01 3100-1.7.D.3 Refers to section 01 2600 Contract Modification Procedures for Change Proposals, but that section is not provided in the specifications. Please advise and clarify the procedures referenced therein. | A/E Firm | ||
| Response | RESPONSE: Reference to Spec Section 01 26 00 is not applicable as modification procedures are covered within the Project RFP Solicitation documents. 1st Sentence in Section 01 31 00 - 1.7.D.3 shall be modified as follows: |
COR's action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit Change Proposal. according to Section 01 26 00 "Contract Modification Procedures."
| 39 | Specifications Section 01 3100-1.8.C Requires the use and up to seven licenses (with training) of the construction project management software package “PROCURE”. Is this a typographical error that is intended to be “PROCORE”? | A/E Firm | ||
| Response | RESPONSE: PROCURE is one(1) approved web based management software, but also note 1st sentence in Section 01 31 00 - 1.8.C also states "...or approved equal." of which PROCORE is considered an approved equal. | |||
| 40 | Specifications Section 01 3200-1.7.A.1 Requires the use of Primavera scheduling software. Will Microsoft Project be a viable and acceptable alternative? | A/E Firm | ||
| Response | RESPONSE: Use of alternate software for "Contractor's Construction Schedule" is permissible pursuant that all Schedule requirements defined in the Contract Documents to include but not limited to Sections 1.7 - 1.10, CPM requirements, etc. are provided. | |||
| 41 | Specifications Section 01 3233-1.7 Requires two fixed webcams with livestream, remote control operation and web-based interface. In subsection A.3 What is meant by “high-speed data connection to service provider’s network”? Are these cameras to be connected to existing facility Wi-fi or cellular signals? Where is the power supply for these cameras originating from? | A/E Firm | ||
| Response | RESPONSE: Section A.3 is defining the web cameras operability (e.g. power) and web based connectivity. Contractor shall be responsible for providing power and internet connectivity as part of the temporary utility provisions for the construction of this EHMS project. | |||
| 42 | Plan Sheet C-111 – Sheet notes call for generator and Automatic Transfer Switch to be relocated. Will the government provide any documented testing or demonstrated proof of functionality for the generator and automatic transfer switch prior to bidding the project? How can contractor be assured that the equipment is operating properly in it’s current condition? | A/E Firm | ||
| Response | RESPONSE: The generator and ATS were functional at the time of design. Refer to PRARNG for copies of past maintenance and testing records. Contractor shall include testing of the generator prior to relocation and after relocation, including fueling costs for testing and refueling after the completion of the testing. | |||
| 43 | Plan Sheet C-111 – Demolition Note #10 indicates all footings and basement walls are included in building demolition. Can you please provide depths to footings and basements as they are not indicated on the plans and were not known or visible during the site walk. If actual depths cannot be provided, then will you provide baseline assumed depths for bidding purposes? | A/E Firm | ||
| Response | RESPONSE: Existing building foundation depth information was not available during the design. All known & available information regarding existing structures have been incorporated into contract documents. | |||
| 44 | There was considerable amounts of old and unused HVAC and other equipment laying around the construction site. Will all of government equipment be removed from the buildings and the construction site prior to beginning construction? Since no photos were allowed during the visit, will pictures be provided to the bidders of the existing building and site conditions at the time of bidding? | A/E Firm | ||
| Response | RESPONSE: Yes, all loose equipment at the project site will be removed by the government prior to contractor notice to proceed. | |||
| 45 | Please provide material specification for the metal grate located in the flammable storage room 121 (drawing A-101). | A/E Firm | ||
| Response | RESPONSE: Grate to be galvanized metal. Additional detailing added on Sheet S-503. Refer to document: PRARNG_EHMS_Camp Santiago_DWG S-503_Amendment 01_08-Mar-2024.PDF issued as part of this RFI response. | |||
| 46 | Please provide detail for the metal fencing gate identified as key note #2 & #16 (drawing A-101 & A-102). | A/E Firm | ||
| Response | RESPONSE: See Spec section 32 31 19.53 for information on the decorative security fence. | |||
| 47 | Please identify the door or fence located between axis C and axis 6 & 7 (drawing A-101). | A/E Firm | ||
| Response | RESPONSE: See Spec section 32 31 19.53 for information on the decorative security fence. | |||
| 48 | Please provide detail for the metal fencing identified as key note 17 (drawing A-101). | A/E Firm | ||
| Response | RESPONSE: See Spec section 32 31 19.53 for information on the decorative security fence. | |||
| 49 | Please confirm detail between axis B & C and axis 6 is a gate or part of the metal fencing (17) (drawing A-101). | A/E Firm | ||
| Response | RESPONSE: Metal fencing and gate, see Spec section 32 31 19.53 for information on the decorative security fence. | |||
| 50 | Please confirm if the CMU will be cover by plaster or only painting. | A/E Firm | ||
| Response | RESPONSE: Paint only per finish schedule on Sheet A-610. | |||
| 51 | Please provide a bathroom accessories schedule. | A/E Firm | ||
| Response | RESPONSE: All bathroom accessories provided for in location on A1 and A3 on Sheet A-401 | |||
| 52 | Please specify the scope for the existing doors to remain. | A/E Firm | ||
| Response | RESPONSE: See door schedule remark 5 on Sheet A-630, doors from existing facility to be reinstalled in location of new facility. (e.g. existing carpentry shop overhead doors to be reinstalled at new carpentry shop, etc.). | |||
| 53 | Please provide detail for the ladder with access to the roof hatch. | A/E Firm | ||
| Response | RESPONSE: Detail B2 on Sheet A-551 added. Refer to document: PRARNG_EHMS_Camp Santiago_DWG A-551_Amendment 01_08-Mar-2024.PDF issued as part of this RFI response. | |||
| 54 | Regarding the signage, there is a discrepancy between the amount indicated in the A-800 table and the A-801 & A-802 plans. Additionally, in rooms 150 & 151 there is no indication of the location of signs | A/E Firm | ||
| Response | RESPONSE: Sheet A-802 has been modified to include entry signs at the break and conference rooms. Refer to document: PRARNG_EHMS_Camp Santiago_DWG A-802_Amendment 01_08-Mar-2024.PDF issued as part of this RFI response. | |||
| 55 | Please confirm if the roof slope is structural or if it is part of the roof system. | A/E Firm | ||
| Response | RESPONSE: Both the Structural Framing and the Roofing System have slope as indicated on drawings. | |||
| 56 | Please provide the model for the saw dust collection system to be provide by contractor (drawing Q-601). | A/E Firm | ||
| Response | RESPONSE: Government regulations prohibit the A/E providing specific vendors or model numbers. All System functional requirements, performance requirements, and salient features are in Specification 23-35-13. Equipment that saw dust must be collected from is defined on Equipment Schedule Q-601. Contractor is responsible to design the system including ductwork and controls in accordance with the specification. | |||
| 57 | There is a discrepancy between the quantity of the SW1 Heavy Duty Shelving and SW2 Cantilever Racks between drawing Q-102 and table DWG Q-601, please clarify. | A/E Firm | ||
| Response | RESPONSE: Cantilever Racks have been modified to show correctly in plan on Sheet Q-A102. The schedule on Q-601 is accurate as is. Refer to document: PRARNG_EHMS_Camp Santiago_DWG Q-601_Amendment 01_08-Mar-2024.PDF issued as part of this RFI response. | |||
| 58 | Kindly confirm whether the furniture depicted in drawings A-601 and A-602 is to be provided and installed by the General Contractor (GC) or the Owner. | A/E Firm | ||
| Response | RESPONSE: Furniture (indicated in Furniture Legend) will be provided as part of the FF&E package under separate project. Sheets A-601 and A-602 provided as reference documents only (per General Note) for coordination of all mechanical, electrical, etc infrastructure required as part of this project. | |||
| 59 | There appears to be a discrepancy between the sidewalk and pavement as depicted in drawings C-121 and C-122 (north side of shops). Could you please provide clarification? | A/E Firm | ||
| Response | RESPONSE: The difference between C-121 & C-122 is whether OLI#1 is executed. Width of sidewalk remains the same between base bid and OLI #1. Base bid does not include the Warehouse Loading/Unloading area which is part of OLI#1. | |||
| 60 | Could you please supply photographs of the existing structure slated for demolition to facilitate a better understanding of the scope? | A/E Firm | ||
| Response | RESPONSE: No photographs of the existing structure(s) are available. Project site walkthrough on 30-January-2024 provided site access to survey, inspect all existing conditions & existing structures slated for demolition. | |||
| 61 | Please confirm whether the Stormwater Pollution Prevention Plan (SWPPP) is required and specify the responsible party for plan development and inspections. | A/E Firm | ||
| Response | RESPONSE: Refer to the response to question #36. Per Specification Section 01 10 00 - 1.5.K & 1.7.J, the contractor is responsible not only each permit applicability evaluation, but also for the filing process, the development of required documents, and inspections for all the permits required. The contractor shall coordinate closely with PRARNG. Based on a high-level evaluation, a SWPPP is required due to the disturbance area being more than 1-acre. | |||
| 62 | Kindly confirm the current permit status. | A/E Firm | ||
| Response | RESPONSE: Refer to the response to question #36. No permit has been submitted. Refer to the requirements identified in Specification Section 01 10 00 - 1.5.K & 1.7.J, all permits required are part of the contractor's scope of work. | |||
| 63 | Could you please confirm the status of the "corte y poda" permit? | A/E Firm | ||
| Response | RESPONSE: Refer to the response to question 36. No permit has been submitted. Refer to the requirements identified in Specification Section 01 10 00-1.5.K & 1.7.J, all permits required are part of the contractor's scope of work. | |||
| 64 | Please confirm the roof finish of room 110b Men’s Shower. The room finish schedule table in drawing A-610 indicates TL3, but the material legend indicates TL-3 not used. | A/E Firm | ||
| Response | RESPONSE: Room finish schedule on Sheet A-610 indicates EPX-F Epoxy floor in the shower locations. | |||
| 65 | Kindly provide detailed specifications for the metal composite soffit panel. | A/E Firm | ||
| Response | RESPONSE: New Specification section 07 42 13.23 Metal Composite Material Panels has been added. Refer to document: PRARNG_EHMS_Camp Santiago_SPEC 07 42 13.23_Amendment 01_08-Mar-2024.PDF issued as part of this RFI response. | |||
| 66 | Please clarify the reinforcement requirements for the wall footing WF3 on Page S-101. | A/E Firm | ||
| Response | RESPONSE: The reinforcement and size requirements for WF3 are the same of WF1. | |||
| 67 | Provide details for “Cooling Overhead Service Grille”. See Note 11 Page A-101. | A/E Firm | ||
| Response | RESPONSE: See detail A4 on contract document Sheet A-572. | |||
| 68 | Provide details for “Metal Grating” located on Room 121 Flammable Storage”. See Note 14 Page A-101. | A/E Firm | ||
| Response | RESPONSE: Additional information added on recessed slab and metal grating details on Sheets S-200 and S-503. | |||
| 69 | Provide details for “Corner Guard” (CG-3). See Note 12 Page A-101. | A/E Firm | ||
| Response | RESPONSE: Detail C3/A572 added. | |||
| 70 | Provide details for “Metal Grating”. See Note 14 Page A-101. | A/E Firm | ||
| Response | RESPONSE: More information added on recessed slab and metal grating on S-200 and S-503. Refer to documents: PRARNG_EHMS_Camp Santiago_DWG"s S-200 and S-503_Amendment 01_08-Mar-2024.PDF's issued as part of this RFI response. | |||
| 71 | Provide details and specifications for “Fencing Gates” and “Metal Facing”. See Notes 16 and Note 1. Page A-101. | A/E Firm | ||
| Response | RESPONSE: See Spec section 32 31 19.53 for information on the decorative security fence. | |||
| 72 | Can you please clarify the following concerns with regard, according to drawings sent on February 20,2024 | |||
| a. | On drawing A-301, please clarify the height after finish floor to the roof. | A/E Firm | ||
| Response | RESPONSE: Finish floor heights vary per sections on A-301. Each are labeled on the contract documents. |
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