20250617_Attachment A - Pre-Proposal Inquiry (PPI) Log_RESPONDED.xlsx
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- Attached to
- DESIGN-BID-BUILD, FOR THE P440 & 441 RECRUIT BARRACKS, MCRD PARRIS ISLAND, SOUTH CAROLINA
- Solicitation number
- N4008525R2510
About this file
This file is a Pre-Proposal Inquiry (PPI) Log for Solicitation N4008525R2510, a Design-Bid-Build project for two new recruit barracks at Marine Corps Recruit Depot Parris Island, South Carolina. The document contains 133 detailed pre-proposal inquiries and responses covering technical specifications, drawings, pricing, demolition requirements, and project scope clarifications for the P440 and P441 barracks buildings and an associated photovoltaic (PV) array.
Key project details include constructing two recruit barracks to support combined male and female recruit training, with each building requiring specific technical considerations such as electrical systems, plumbing, fire protection, interior finishes, and site work. The project involves demolition of existing buildings, installation of a 600 kW PV array, and complex site logistics. The solicitation is issued by the Department of the Navy Naval Facilities Engineering Command, with responses addressing technical nuances like UXO (unexploded ordnance) management, environmental restrictions, material specifications, and pricing structure for base and optional line items. Responses indicate detailed coordination will be required for site access, utility connections, and compliance with environmental and safety regulations.
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PPI Submission Form
| Pre-Proposal Inquiry Submission Form N4008525R2510, P440/441 RECRUIT BARRACKS, MCRD PARRIS ISLAND, SC | |||||||||
| PPI No. | Submitted By | ||||||||
| Date Submitted | LEAVE BLANK | Reference | Question | Response | By | ||||
| Page | |||||||||
| Section | Paragraph | ||||||||
| 1 | 05/13/25 | MI806 | MI806: Note 1 says to provide one inch conduit and two green CAT 6 cables from the BAS SBC to the Marine Corps Enterprise Network Field Point of Connection. Please provide the FPOC location to determine cost. | The location of the FPOC will be in Telecom room 131. A sheet note has been added to MI806. See amendment. | DJG | ||||
| 2 | 05/13/25 | LS506 | LS506: the concrete structure for the Uniform Rinsing Station is noted to be Delegated Design for footing and wash rack which includes reinforcing. Please provide structural design for this scope of work since this project is Design/Bid/Build. | Refer to Drawing S-001. The Uniform Rinsing Station is listed as one of the delegated design items. Engage specialty contractor to provide the design of this item. | PSP | ||||
| 3 | 05/13/25 | 09 90 00 | SSPC QP1 is noted in the references section of the 09 90 00 Paints and Coating specifications. However, it does not appear to call for this under 1.3.1 Qualifications. Please confirm SSPC QP1 is not a requirement for this project. | SSPC QP1 is not a requirement for this project | YHC | ||||
| 4 | 05/13/25 | A2/AE501 | Please confirm if "Furring 5/8" cementitious backer board on metal stud (7/8" furring if on CMU backing wall)" is required at all solid surface shower wall units in additon to all tiling on CMU. | Yes, furring and backer board is required at all solid surface shower wall units and tiled surfaces. See amendment. | KAS | ||||
| 5 | 05/13/25 | AE500 | Wall types A1 and A4 has the note for "3 1/2" sound attenuation insulation" only at these two wall types. However, wall types A2, A3, A5, and A6 call for note #8 on the wall type table which calls for "sound attenuation blanket insulation fastened to prevent downward movement". Please confirm is note truly applies to wall types A2, A3, A5, and A6. | Note #8 "sound attenuation blanket insulation fastened to prevent downward movement" is a general sheet note not a partition note. Sound attenuation insulation is ONLY in A1 & A4. Partition Note 8 "HOLD GYPSUM BOARD 1/4" OFF OF FLOOR AND CEILING SLAB AND FILL W / | |||||
| CONT SEALANT - USE ACOUSTICAL SEALANT @ A1 & A4." +Add clarification that A3 does require unfaced fiberglass batt insulation(R-11 min) but not sound attenuation insulation. See amendment. | KAS | ||||||||
| 6 | 05/13/25 | Solicitation | FAR Clause 52.211-12 for liquidated damages is included in the solicitation but the amount is not specified. Please indicate the amount of liquidated damages per day. | Liquidated Damages are $3,000 per day. ($1,500 per day for each building, P-440 and P441 respectively.) See amendment. | MM | ||||
| 7 | 05/13/25 | Attachment D | On the price proposal form the listing of a quantity of 1 EA on Line Item 1 is inconsistent with Line Item 2 which has no quantity listed. Please confirm Line Item 1 is just a heading and should not have a quantity or price shown, similar to how Line Item 2 is written. | Price schedule has been revised. See amendment. | |||||
| 8 | 05/13/25 | Attachment D | Please provide the government estimates for the FF&E scopes for Line Items 23 and 24 on the price proposal form. Please also confirm the Total FF&E Estimated Price in the righthand column should be the sum of the Government Estimated Price and the HAR Subtotal for each of these two lines. | Price schedule has been revised. See amendment. Confirmed - the right hand column should be the total of the Government Estimated Price + the HAR Subtotal. | /CM | ||||
| 9 | 05/13/25 | Attachment D | General Bid Note 1.1.b on the price proposal form states "CLIN 11 will not be awarded if CLIN 2 is awarded" but CLIN 2 is a base bid line item and must be awarded. Please clarify the intent of this note and whether CLIN 11 is contingent upon the award of any other CLIN's. | Price schedule has been revised. See amendment. | |||||
| 10 | 05/13/25 | Attachment D | The descriptions for Line Items 11 amd 14 on the price proposal form reference CS104/A4, which does not exist. Please confirm the correct reference is CS102/A4. | Line item has been removed. CS102/A4 is the correct reference. Plans will be revised in separate amendment. | DSC | ||||
| 11 | 05/13/25 | Attachment D | The descriptions for Line Items 11 and 14 are identical. Please clarify what work is in each of these CLIN's. | Price schedule has been revised. See amendment. | |||||
| 12 | 5/19/25 | Attachment D | On other projects with PFAS contamination there has been a requirement to test all soils leaving the Base to verify they do not contain detectable levels of any PFAS compounds. Please advise if testing will be required for unsuitable soils hauled off as part of CLIN's 15 and 16 and if so specify the type and frequency of testing. Please also confirm that if PFAS contamination is detected it would be treated as a changed condition and that for the purposes of this bid we should assume the unsuitable soil in these CLIN's is clean. | Analysis and frequency of sampling contaminants (for bidding) is defined within 01 57 19, however the frequency and full analyte list is driven by the contractor's selected permitted disposal facility's requirements. As stated within 01 57 19, all soils at the site have been found to contain PFAS contamination. This data is provided as an Attachment to the specifications; this includes analysis of other contaminant data you will need to identify an appropriate offsite permitted disposal facility. It is the contractor's responsibility to identify an acceptable permitted disposal that meets all Marine Corps/MCRDPI policy criteria, the OSD PFAS disposal policy criteria, and all laws and regulations for appropriate bidding for this project. PFAS contamination is NOT considered a changed condition. Disposal of geotechnically unsuitable subgrade soils (Option No. 12 & 13) will be paid for under CLINs 1BB and 2BA. | ARJ | ||||
| 13 | 5/23/25 | P440 CE121 | General Sheet Note F on P440 CE121 has direction on what to do if P441 is not exercised. As P441 is base bid work please confirm we can disregard this note. | P441 is in the Base Bid. An Amendment will be forthcoming | DSC | ||||
| 14 | 5/23/25 | ES401 | ES401 note 1 states to provide a PV array "up to 600kw". We assume that the PV array should be 600kw at a minimum. Please verify. | The PV array is a maximum of 600kW. | JDU | ||||
| 15 | 5/23/25 | C4/MI503 | Detail C4 on MI503 notes a trench is required for the Condenser Water System. This detail requires a cast Iron trench cover w/ a concrete cradle. Please provide locations where this trench cover exists. MS101 and CU101 do not indicate locations to determine quantities. | This detail has been removed from contract drawings. See amendment. | DJG | ||||
| 16 | 5/23/25 | P440 - CS102 | On the P440 plans Detail A4/CS102 showing the concrete sidewalk option has Keynote 11, which calls for asphalt pavement detail CS501/C3. Detail CS501/C3 is for Asphalt Pavement Above Modular Underground SWWM System. Please confirm that Keynote 11 should be referencing CS501/D2 which is Asphalt Pavement on grade. | Detail CS501/D2 is the correct reference. The sidewalk option will be removed. Plans will be revised in separate amendment. | DSC | ||||
| 17 | 5/23/25 | Attachment D | Price Proposal Form Line Item 10, Option Item 8, references drawing CS101 Key Notes 17. Key Note 17 on CS101 of the P440 plans calls out the Driveway Apron. Please confirm that this line item is also to include Key Notes 33, 36, 37, and 38 of CS101 of the P440 plans. | Key note 17 is an incorrect reference for this option. This option includes items for Key Notes 33, 36, 37 and 38 of CS101. | DCS | ||||
| 18 | 5/23/25 | Attachment D | Price Proposal Form Line item 11, Option Item 9, references drawing CS104/A4, which is an incorrect reference. Please confirm that this line item 11 is to include Key Notes 7, 8, 9, 10, 11, and 12 of CS102 as well as Key Note 39 on CS101 of the P440 plans. | Per PPI No. 10, the correct reference is CS102/A4. This line item includes Key Notes 7, 8, 9, 10, 11, & 12 of CS102 and Key Note 39 of CS101. The sidewalk option will be removed. Plans will be revised in separate amendment. | DCS | ||||
| 19 | 5/23/25 | 22 00 00 | 22 00 00 3.1.5.2 Flashing Requirements: it is noted 16 oz copper flashing is required. Please verify this is not applicable for pipes passing through the roof, and that these should be flashed per div 07 specifications and architectural details. | Concur, 16 oz copper flashing is not required for pipes passing through the roof. Flashing for pipes passing through roof must be flashed per div 07 specifications and architectural details. See amendment. | DJM | ||||
| 20 | 5/23/25 | 22 00 00 | 22 00 00-3.1.5.3 Waterproofing: it is noted floor-mounted water closets must be waterproofed. Please verify this is not applicable. | Waterproofing, as noted in spec 22 00 00 section 3.1.5.3, is required and applicable for all waterclosets. | DJM | ||||
| 21 | 5/23/25 | P440 AD101A, AD101B | General Sheet Note 1 on AD101A and AD101B for both buildings states "Buildings 737 and 738 are to be demolished in their entirety upon completion of Building P440 construction." This is in conflict with the phasing directions given on GI013 for both buildings. Please confirm this note can be disregarded and demolition of Buildings 737 and 738 does not need to occur after the completion of P440 construction. | Confirm that demolition of Buildings 737 and 738 does not need to occur after the completion of P440 construction. See amendment. | MM | ||||
| 22 | 5/30/25 | SF/AE Sheets | N/A | N/A | Sheets SF102.1, 103.1, & 103.2 call for HSS 12x8x1/4 tube framing at the head of the breezeway openings. However, detail C4/SF403 calls for HSS 12x6x1/4 at the heads of the openings. Additionally, the structural details do not align with architectural details, A1 & B2/AE510. The architectural details show the headers as square tubing (assumed 8x8 to match width of CMU above) to allow for insulation & air gap between the steel framing members & brick façade. Please confirm beam sizes at these locations. | HSS 12x8x1/4 (LSH) is correct as shown in plans. The callout in detail C4/SF403 was incorrect. See amendment. | BS | ||
| 23 | 5/30/25 | Demo | N/A | N/A | Please confirm if the demolition of buildings 737 & 738 can occur concurrently with the construction of the P-440 barracks buildings. | Confirm that demolition of Buildings 737 and 738 does not need to occur after the completion of P440 construction. See amendment. | MM | ||
| 24 | 5/30/25 | N/A | 06 41 16 | N/A | Section 064116.0010-5 Sub-Section-2.1.1 States Frame to front where indicated on drawings. Drawings | ||||
| do not indicate, is frameless acceptable? | Bid per RFP. | LDT | |||||||
| 25 | 5/30/25 | N/A | 06 41 16 | N/A | Section 064116.0010-7 Sub Section 2.9.1.1.1 States to use 3/4" Plywood for body members including |
ends, divisions, bottoms, and tops. While Sub Section 2.9.1.1.7 States to use 3/4" MDF for door and drawer fronts. Industry Standard is to use the same core material for both, please advise which core
| material is to be used. | Bid as per specification. | CBM | |||||||
| 26 | 5/30/25 | Plumbing | N/A | N/A | Can we use PVC on Sanitary & Vents on Crawl space, First ,Second &,Third Floors. | See spec 22 00 00 section 3.13 Table I item 9 for where PVC can be used. Additionally, see details on PI501 and PI502 for where other materials must be used instead of PVC in crawl space, first, second and third floors. | DJM | ||
| 27 | 5/29/25 | SB501 | Detail A2/SB501 on both drawing sets shows pile cap P-4 being 5'-8" x 5'-8". The foundation plans show P-4 pile caps being 6'-6" x 6'-6". Please clarify the size of P-4 pile caps. | The detail A2/SB501 is correct. P-4's overall dimensions are 5'-8" x 5'-8". | BS | ||||
| 28 | 5/29/25 | 21 13 13 | 21 13 13 -2.7 indicates extended coverage sprinklers are permitted for residential occupancies. Please confirm the open bay areas are considered residential occupancy and extended coverage sprinkler heads are permitted in these areas. | In accordance with UFC 3-600-01, Section 9-7.4.3, extended coverage is not permitted. Design drawings show design criteria of light hazard for open bay areas. Residential sprinklers are not called for. | DMC | ||||
| 29 | 6/2/25 | 10 26 00 | 10 26 00 - 1.5 states " Provide a manufacturer's warranty to repair or replace defective materials and workmanship of for a 1 year period of 5_years from date of final acceptance of the work." Please specify the exact length of the required warranty from the date of final acceptance of work. | Warranty for a 1 year period from date of final acceptance. See amendment. | CBM | ||||
| 30 | 6/2/25 | P440 - FP101.1 | Please verify if extended coverage quick response dry sidewall sprinkler heads can be used in the breezeway. | In accordance with UFC 3-600-01, Section 9-7.4.3, extended coverage is not permitted. Design drawings show design criteria of light hazard for open bay areas. Residential sprinklers are not called for. | DMC | ||||
| 31 | 6/2/25 | 00 21 00 | In the Solicitation under Factor 2, Critical Path Schedule it reads to "Provide all Project Schedule source files." As these files (.xer format) cannot be submitted via PIEE please confirm that these can be emailed to the contracting officer by the proposal submission date and time. | It is permissible to provide these source files via email or though requesting a DoD Safe Link. | MM | ||||
| 32 | 6/3/25 | 23 09 00 | 1.1 | Specifications Section 23 09 00, Part 1 allows for a Niagara BACnet system to be provided. However, Part 1, Item 1.1.1. calls for Automated Logic Corporation only to provide controls. Is it the Government’s intent to sole source temperature controls from Automated Logic on this project? | Correct.the energy managment team at Parris Island request all controls to be provide as Automated Logic. All buildings on Parris Island utilize Automated Logic controls. | DJG | |||
| 33 | 6/3/25 | ES401 | ES401 Note 1 states to provide a PV array "up to 600kw" and the response to PPI #14 states that 600kw is a maximum. Please define the minimum acceptable size of the PV array. | Provide a minimum of 600 kW. | JDU | ||||
| 34 | 6/3/25 | AE300 | Drawing AE300 shows the 1st, 2nd, 3rd, & attic decks being continuous through the breezeway walls at column line 9 & 12. Please advise if any kind of thermal break or expansion joint will be needed at the breezeway walls to deck connections at these levels. | Bid per Contract Documents. | MM | ||||
| 35 | 6/3/25 | AE600 | Please confirm that door opening 157A is a cased opening requiring a door frame only. | Confirmed. | MM | ||||
| 36 | 6/3/25 | AE602 | The head and jamb details on AE602 do not show any grouting for the frames installed in CMU walls. Please confirm that door frames in CMU walls are not required to be fully grouted. | Bid per Contract Documents. | MM | ||||
| 37 | 6/3/25 | Attachment D & 12 00 01.00 20 | Attachment D, section 1.3 FF&E Bid Notes #d and 12 00 01.00 20 notes the government can award the FF&E Planned MODS up to six months prior to the "Contract Completion Date." Due to supply chain disruptions awarding these options 6 months prior to the completion date will not allow the offeror enough time to procure and install the FF&E without delaying the project. Please allow at least 9 months from BOD of the project. | See amendment. | MM | ||||
| 38 | 6/3/25 | 12 00 01.00 20 | 12 00 01.00 20 - 1.3.2 notes the Contracting Officer will authorize the contractor to purchase the required products through specified sources and will provide a letter of authorization to the contractors in accordance with FAR 51.102 - Authorization to use Government Supply sources. Neither FAR 51.102 nor 52.251.1 were included in the RFP for reference. Please confirm the government will provide the letter of authorization in accordance with FAR 51.102. | Confirmed. | CBM | ||||
| 39 | 6/3/25 | P440 - CD101 | Keynote 9 in the upper left corner of the plan on CD101 calls out for sawcutting and removing asphalt pavement. The limits for asphalt demolition and asphalt mill & overlay overlap in some areas and the delineations for mill & overlay and demolition are not clear. Please clarify the limits of asphalt demolition vs. asphalt mill & overlay. | Asphalt mill and overlay to be provided for connecting proposed asphalt pavement and existing pavement per detail D1/CS501. Extents of mill and overlay are shown on plan CS101. Plans to be revised in separate amendment. | DSC | ||||
| 40 | 6/3/25 | P440 - CD101 | On CD101, General Sheet Note "A" says, "PERFORM DEMOLITION OF CONCRETE SUCH THAT MATERIALS MAY BE SALVAGED FOR RE-USE AS AGGREGATE FILL MATERIAL." Please confirm the assumed thickness of the concrete pavement and concrete sidewalk that is to be demolished. | Assume 6" depth for concrete to be demolished. See amendment. | DSC | ||||
| 41 | 6/3/25 | 02 82 00 - HazMat Report - Page 6 | Sheet 6 of the Hazardous Materials Inspection Report states, “Most previously identified ACMs were abated, but all buried/hidden material must be presumed ACM until proven otherwise.” Should we assume that any underground utilities to be removed outside of the existing building contain asbestos? | Unable to locate the language referenced. Hazmat reports in the specs are provided for information only. Please refer to Hazmat Demolition Drawings and specifications for asbestos abatement requirements, locations, and quantities. | MJR | ||||
| 42 | 6/3/25 | P440 - HV101 | On HV101, Keynote 2 says, "ALL GROUND INTRUSIVE OPERATIONS WITHIN AND ON THE UXO BOUNDARY MUST BE CONDUCTED IN ACCORDANCE WITH THE EXPLOSIVE SAFETY SUBMISSION DETERMINATION FOR THE CONSTRUCTION. ASSUME GROUND DISTURBANCE (EARTHWORK AND SUBSURFACE UTILITIES) ACTIVITIES WITHIN THE UX04 BOUNDARY IS A 50% PRODUCTION RATE COMPARED TO TRADITIONAL CONSTRUCTION." All earthwork and utility excavation within the UXO boundary must account for significant delays, UXO technician support, and safety training. Will NAVFAC provide the UXO Technician, or will that be the responsibility of the contractor? | The contractor must provide the UXO technician support. | ARJ | ||||
| 43 | 6/3/25 | Attachment D | The Price Proposal Form Rev1, Line Items 1BC and 2BB are for handling, testing, management (including operation and oversight), and treatment of contaminant impacted (including, but not limited to, metals, petroleum, and PFAS) construction dewatering effluent. Please confirm that the treated water is not to be hauled off site and will be allowed to be discharged on site either back into the ground or into a storm or sanitary sewer. | All construction dewatering effluent must be treated prior to discharge as specified. The determination for discharge locations must be established by the construction contractor in accordance with the specifications. In South Carolina, there may be an option for the contractor to negotiate with BJWSA for acceptance of treated discharge to the sanitary sewer system (subject to their approval) OR you may permit the discharge with the State for discharge of treated water to a vegetated surface. This is to be determined by the contractor and included in their bid. Analytical test data from groundwater samples is included as an Attachment to the specifications. | ARJ/FAD | ||||
| 44 | 6/3/25 | Please provide single line showing the PV array's connection to the existing power grid. | This is a means and methods determination by the construction contractor. The winning contractor must determine via site visit and engineering judgement where on the specified site to connect to the medium voltage system and by what method. ES401 gave general information for expected minimum equipment needed to feed into the existing grid. | JDU | |||||
| 45 | 6/3/25 | We assume the PV array will be net metering and not a direct feed to the two new barracks. Please verify. | That is correct. | JDU | |||||
| 46 | 6/3/25 | Please provide location where the PV array should be connected to power grid. | The PV array may be connected anywhere within the area shown on ES101 and ES401. | JDU | |||||
| 47 | 6/3/25 | More information is needed to adequately design the foundations for the PV array system. Please either provide specific direction on the foundations for this system (such as whether piles will be required or the sizes of concrete footings) or provide a geotechnical report for that portion of the site to allow for a foundation design to be completed. | Base bids on using shallow foundations designed for a maximum net allowable bearing pressure of 500 psf. | FAD | |||||
| 48 | 6/3/25 | 12 00 01.00 20 | Please confirm per 12 00 01.00 20, the offeror is responsible to provide Interior Design services to validate the FF&E Concept Design Package and perform the Best Value determination. | Confirmed. | CBM | ||||
| 49 | 6/3/25 | 12 00 01.00 20 | 12 00 01.00 20 - 3.1.1 notes, All required effort by the Contractor's Interior Designer described above must be included in the Construction Base Price and is separate and excluded from the FF&E Option Item. Please confirm which base bid CLIN should contain the Interior Design services, i.e. should there be separate costs for each project (P440 vs P441). | Provide separate costs for Interior Design services for each project - P440 and P441- within respective Base Price CLINs. | CBM | ||||
| 50 | 6/3/25 | 01 35 26 | 01 35 26 - 1.7.1.1 notes, the contractor shall provide a minimum of one SSHO at each project site. Please confirm P440, P441, and PV Array are considered 1 site if being constructed simultaneously and only require 1 SSHO. | Confirmed. | RLH | ||||
| 51 | 6/3/25 | 01 14 00 & 01 57 19 | 01 14 00 notes, to the Work Plan for UXO will take a minimum of 9 months to review and expect a minimum of 4 rounds of comments. 01 57 19 - 1.5 notes the Land Use Control Disturbance Work Plan will require a minimum of 4 months to review and approve and minimum of 3 iterations of the document are anticipated. |
1 - Please confirm this is the same plan referenced in both specifications.
| 2 - Please confirm all offerors should assume 9 months (not 4) for approval of the plan. | These are 2 separate plans. | ||||||||
| Review and approval of the Land Use Control Disturbance Work Plan is dependent on regulator (SCDHEC and USEPA) availability and approval. Please assume concurrent timelines for a minimum of 9 months to approve BOTH work plans. | ARJ | ||||||||
| 52 | 6/3/25 | 01 14 00 & HV101 | 01 14 00 Notes, demolition and removal of trees are required to be conducted from 15 Nov - 15 Dec. HV101 note C, states "No tree removal, cutting, and feeling is permitted between April 1 - November of any given year." | ||||||
| Please confirm the restricted period for tree clearing. | 15 NOV - 15 DEC is the least disruptive period we have found that eliminates delays to comply with requirements of the Migratory Bird Treaty Act and Endangered Species Act. | ||||||||
| 01 APRIL - 01 NOV is the typical period of time no trees may be removed to protect endangered species. | ARJ | ||||||||
| 53 | 6/3/25 | HV101 | HV101 note C requires a survey for Nesting Birds by a Professional Biologist. Please confirm this is required, as there is no submittal required in the specifications for this survey. | A professional biologist is required to walk the site (a maximum of 1 week) prior to prior to tree removal activities and identify if any active nest are present within trees or structures to be demolished. If any active nests are identified, the contractor must immediately contact the Natural Resource Manager and setup a 25ft radius 'no work' area. No work may resume in this no work area until the birds have fledged the nest. | ARJ | ||||
| 54 | 6/2/25 | 22 of RFP | Factor 1 | Due to the selective nature of these projects, under corporate experience please consider reducing the size requirement from $50M to $40M. | Follow RFP | SCS | |||
| 55 | 6/2/25 | 22 of RFP | Factor 1 | Due to the selective nature and availability of past performance of these projects, for the scope requirements please consider allowing both new construction and major renovation projects. | Follow RFP | SCS | |||
| 56 | 6/2/25 | 22 of RFP | Factor 1 | In the past 10 years the government has not built many barracks across the various branches. Due to this, under corporate experience please consider extending the period of applicable projects to 15 years. | Follow RFP | SCS | |||
| 57 | 6/2/25 | 22 of RFP | Factor 1 | The RFP states for purposes of this evaluation, a relevant project is further defined as: Scope: New construction of a multi-story building utilizing both cast-in-place and CMU construction. Is the intent of this to have a certain percentage of CMU and CIP and if not, can Precast construction also be considered? | There is no intent to have a certain percentage of CMU and CIP Concrete. Precast construction is not being considered. | MM | |||
| 58 | 6/2/25 | 22 of RFP | Factor 1 | The RFP states for purposes of this evaluation, a relevant project is further defined as: Scope: New construction of a multi-story building utilizing both cast-in-place and CMU construction. Is the intent of this to have a certain percentage of CMU and CIP and if not, can Structural Steel construction also be considered? | There is no intent to have a certain percentage of CMU and CIP Concrete. Structural Steel construction is not being considered. | MM | |||
| 59 | 6/2/25 | 22 of RFP | Factor 1 | The RFP states for purposes of this evaluation, a relevant project is further defined as: Scope: New construction of a multi-story building utilizing both cast-in-place and CMU construction. Please confirm that the cast-in-place requirement of the past performance is horizontal elements and not vertical CIP construction. | The cast-in-place requirement of the past performance is for both elevated cast-in-place concrete slabs as well as vertical cast-in-place concrete columns and walls. | MM | |||
| 60 | 6/2/25 | 22 of RFP | Factor 1 | The original site visit was ill prepared and we were not allowed in buildings to be demolished or renovated. Please consider a second site visit that also allows minimal access to building 7022. | No additional site visit scheduled | SCS | |||
| 61 | 6/2/25 | ES-103 | Keynote 1 | On P440 drawings Keynote 1 on ES103 references MH Type 1 on Detail UG-1 on ES502 (ES502 does not have a UG-1)...Clarify is Intention to use UG-2 detail for Manhole Sizing. | Detail UG-2 is correct. | JDU | |||
| 62 | 6/2/25 | ES501 | Detail A4 | On P440 drawings Sheet ES501 Detail A4 shows Conduit Identification 3 as a 50 Pair Copper UTP Cable feeding new Barrack, TT601 Detail A1 note 17 specifies a 100 Pair Copper Cable feeding the Barracks. Which is correct? | 50 pair copper UTP is correct. | JDU | |||
| 63 | 6/2/25 | ES101 | On P440 drawings Sheet ES101 shows setting a new HH beside existing HH3-36B over a existing DB. Clarify the intent is to intercept the existing DB to capture in new HH. | That is correct. | JDU | ||||
| 64 | 6/2/25 | ES101 | Keynote12 | On P440 drawings Sheet ES101 keynote 12 Existing comm DB from HH3-36 to BLDG 7002. Reconnect at new HH shown, is the intent to splice existing feed for BLDG 7002 ( 50 pair and 24 FOC) to the new 200 Pair and 96 FOC in the new HH. If so should the HH be upsized to a MH. | Bid as shown. | JDU | |||
| 65 | 6/2/25 | Electrical | MH3-7 Shows being cabling going to it and new duct bank going to MH3-7. Other notes show us to demo the entire MH. What is intention of the scope? | I'm not clear which other notes state that, but do NOT demolish manhole MH3-7. | JDU | ||||
| 66 | 6/2/25 | Electrical | Can a One-line diagram of cabling system be provided to show complete cabling and splice locations; this will help clarify cabling intentions. | A telecommunications one-line will not be provided. | JDU | ||||
| 67 | 6/2/25 | Electrical | How is Bldg. 7004 cabling being rerouted to keep operational; Drawing shows several existing pathways to building 7004. What size cable both Copper and Fiber are being utilized for Bldg. 7004. | Maintain building continuity from existing ductbank through manhole MH3-7 and the existing communications ductbank across Wake Blvd. The existing fiber and copper counts for that building are not available. | JDU | ||||
| 68 | 6/2/25 | S-001 | Page S-001 note 11 under structural concrete calls for 2 tons of reinforcing steel to be provided for the purpose of being placed at the direction of the contracting officer. Please provide a detailed description of the steel requirements. Is this to be wire mesh, specific rebar size, shape, etc.? Is this simply an allowance for potential design changes? Does the 2 tons of material also need to be placed, tied, etc.? | Disregard note 11 on S-001. It will be deleted. | PSP | ||||
| 69 | 6/2/25 | Pricing Sheet | RFP | CLIN 11, Option 9 and CLIN 14, Option 12 appear to be the same option please identify the differences in these options. | Price schedule has been revised. See amendment. | MM | |||
| 70 | 6/2/25 | Pricing Sheet | RFP | CLIN 11, Option 9 and CLIN 14, Option 12 state "for P440 project, provision of concrete sidewalk, curb, asphalt pavement repair, sod to connect with existing infrastructure in accordance with the drawings (CS104/A4) and specifications, but excluding work provided in another Line Item." There is no CS104 sheet with the 440 drawings, is this meant to be CS102? | Option has been removed. See amendment. | DSC | |||
| 71 | 6/2/25 | Pricing Sheet | RFP | CLIN 10, Option 8 states "Providing Asphalt Pavement with removable bollards and bollard storage unit, complete in accordance with the drawings (CS101 Key Notes 17, and specifications, but excluding work described in another Line Item." Please confirm that this option also includes CS101 Key Note 18 removable bollard storage. | Confirmed, this option includes Key Notes 33, 36, 38 & 37. Price schedule has been revised. See amendment. | DSC | |||
| 72 | 6/2/25 | Pricing Sheet | RFP | CLIN 9, Option 7 states "Providing 8” thick pervious concrete pavement with 2” filter and choker courses and subbase (CS501/D4) in place of sod and amended topsoil, complete in accordance with the drawings and specifications, but excluding work described in another Line Item." Does this detail only pertain to the Toop formation area or other areas as well as drawing sheets are not linked to the detail. | Detail CS501/D4 only applies to pervious pavement constructed above the undergound SWM system. This will apply to the Troop Formation area in 440 and the parking lot in 441. Pervious concrete pavement not directly above the undergound SWM systems will be constructed per detail CS501/B3 | DSC | |||
| 73 | 6/2/25 | GI101 | PV Drawings | There are multiple scope notes on this page without any visual drawing with a scale. With not having any way to take-off these areas or get familiar with the site (a site visit was not accommodated). There is no way for a contractor to accurately budget this solar array site and will lead to extreme contingency being added to mitigate risk. Please issue the appropriate CD, CS, CG and LS drawings to properly bid this bid option. | Scaled drawings are provided on sheets V-101 through V-104, and ES101 and ES401. | JDU | |||
| 74 | 6/2/25 | GI102 | PV Drawings | There are multiple scope notes on this page without any visual drawing with a scale. With not having any way to take-off these areas or get familiar with the site (a site visit was not accommodated). There is no way for a contractor to accurately budget this solar array site and will lead to extreme contingency being added to mitigate risk. Please issue the appropriate CD, CS, CG and LS drawings to properly bid this bid option. | Scaled drawings are provided on sheets V-101 through V-104, and ES101 and ES401. | JDU | |||
| 75 | 6/2/25 | HV101 | PV Drawings | General Sheet Notes B. States " SEE CIVIL AND LANDSCAPE ARCHITECTURE SHEETS FOR ADDITIONAL | |||||
| INSTRUCTIONS ASSOCIATED WITH WETLAND AND STREAM MITIGATION, RESTORATION, AND WORK REQUIREMENTS." There are no civil or landscape drawings with this package. Please advise. | An amendment to the drawing will be issued. | ARJ | |||||||
| 76 | 6/2/25 | HV101 | PV Drawings | General Sheet Notes C. States " SEE THE EARTHWORK SPECIFICATION AND ENVIRONMENTAL SPECIFICATION FOR EXISTING SOIL ANALYTICAL DATA AND APPROPRIATE SOIL AND DEBRIS MANAGEMENT REQUIREMENTS. PROVIDE ANY NECESSARY TESTING AND ANALYSIS IN ORDER TO ENSURE COMPLIANCE WITH ALL DISPOSAL AND CLEAN FILL TESTING REQUINTS." There are no civil or Geotech (boring) specifications detailing this area nor indication of what fill would be needed as there are no civil drawings. Please advise. | An amendment to the drawing will be issued. | ARJ | |||
| 77 | 6/2/25 | HV101 | PV Drawings | General Sheet Notes D. States " NO TREE REMOVAL, CUTTING, AND FELLING SHALL OCCUR BETWEEN APRIL 15 - JULY 31 OF ANY GIVEN YEAR. UNDER SECTION 7 OF THE ENDANGERED SPECIES ACT (ESA), THE CONTRACTOR MUST FOLLOW THIS TIME-OF-YEAR RESTRICTION TO AVOID THE INCIDENTAL TAKE OF THE FEDERALLY THREATENED NORTHERN LONG-EARED BAT AND TRICOLOREDBAT WHICH ARE KNOWN TO OCCUR ONBOARD MCRD PARRIS ISLAND." There are no civil drawings detailing this area nor indication of what clearing and grubbing would be needed as there are no civil drawings. Please advise. | As the PV array is a delegated design, this note was included in the instance tree clearing, removal, or pruning is required to allow the appropriate space as part of the delegated design. Additionally, the USFWS revised their guidance since this drawing package was issued, the new time of year restrictions associated with protection of endangered species at the site; no tree removal, cutting, and felling is permitted between 15 APRIL - 01 NOV of any given year. An amendment of the drawing will be issued. | ARJ | |||
| 78 | 6/2/25 | HV101 | PV Drawings | General Sheet Notes E. States " COORDINATE PEST MANAGEMENT CHEMICAL LOGISTICS, STORAGE, MIXING | |||||
| AND APPLICATION WITH INSTALLATION PEST MANAGEMENT COORDINATOR." What pest management requirements are there for this project? | No pest managment requirements. An amendment of the drawing will be issued. | ARJ | |||||||
| 79 | 6/2/25 | V-101 | PV Drawings | Please indicate what scope is to be completed on this page in preparation for new scope. I.e. grading, demo, relocated items, etc. There are no CS or CD drawings for this scope and additionally the government escorts during the site visit did not accommodate a visit to this site. | The V series drawings show existing conditions. ES101 shows existing conditions and an outline of the area available for the PV layout. An existing electrical line will be relocated by the installation prior to the Contractor beginning work. All other work is as described by GI101 and GI102. See amendment. | ||||
| 80 | 6/2/25 | V-102 | PV Drawings | Please indicate what scope is to be completed on this page in preparation for new scope. I.e. grading, demo, relocated items, etc. There are no CS or CD drawings for this scope and additionally the government escorts during the site visit did not accommodate a visit to this site. | See PPI Response No. 79 | ||||
| 81 | 6/2/25 | V-103 | PV Drawings | Please indicate what scope is to be completed on this page in preparation for new scope. I.e. grading, demo, relocated items, etc. There are no CS or CD drawings for this scope and additionally the government escorts during the site visit did not accommodate a visit to this site. | See PPI Response No. 79 | ||||
| 82 | 6/2/25 | V-103 | PV Drawings | There is a note for a approx. location of an old building AS-705, with possible foundations. Is there a unit rate CLIN for this area for this differing site condition and if not, what should we be assuming for scope here as there is not enough information to quantify anything including as-builts. | No scope is anticipated relative to Building AS-705. | ||||
| 83 | 6/2/25 | V-104 | PV Drawings | Please indicate what scope is to be completed on this page in preparation for new scope. I.e. grading, demo, relocated items, etc. There are no CS or CD drawings for this scope and additionally the government escorts during the site visit did not accommodate a visit to this site. | ES-101 revised for clarity. See Amendment. | ||||
| 84 | 6/2/25 | P440_P441+SPREADSHEET+OF+INTERIOR+FINISHES+(002) | RFP | Please confirm that equivalent products can be substituted for the manufacturer and style/type products listed in the interior finishes schedule as no J&A has been provided. For example, it has been indicated that certain manufacturers like Mecho Shade do not provide fair pricing across installers which lead to unfair competitive advantages and bias via the process. | Confirmed. J&A will be provided, and General Note will be added on the Interior Finish sheets allowing approved substitutions. See amendment. | CBM | |||
| 85 | 6/2/2025, revised on 06/05/2025 | 01 14 00 | 1.3 Special Scheduling Requirements | This section states (per e.) that the contractor is responsible for developing a Work Plan for UXO support and submitted to MARCORSYSCOM PdM Ammo for review prior to conducting ground intrusive actions supporting this project. However, who is responsible for carrying the costs of the on-site support that will be utilized throughout the ground intrusive actions that will support this project? | The construction contractor is responsible for on-site support. | ARJ | |||
| 86 | 6/2/25 | 01 14 00 | 1.4.3 Work Outside Regular Hours | This section states that "Work outside regular working hours requires Contracting Officer approval. Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title." Typically weekend work requests can be made a few days prior to the weekend in order to capture lost time from inclimate weather. Please confirm that this section is intended for special activities such as utility outages, excavation, hot work, air barrier testing, etc. as this will have a major impact on the schedule and weather related delays will be a major issue. | Follow RFP. Any deviations must be coordinated with the FEAD as they arise. | CJC | |||
| 87 | 6/2/25 | 01 14 00 | 1.4.3 Work Outside Regular Hours | The spec requires the following "Review of this (UXO) Work Plan will take a minimum of 9 months to review and expect a minimum of 4 rounds of comments." With this length of downtime to start the project, should it be assumed that only demolition and procurement activities can be achieved within the first 9 months of award and plan submission? | No ground intrusive and/or ground disturbance activities may occur within the UXO boundary prior to this Work Plan approval. This includes demolition that include ground disturbance. | ARJ | |||
| 88 | 6/2/25 | 01 14 00 | 1.4.4 Work Outside Regular Hours | This section states that "The Contractor shall be working around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer. The existing buildings and their contents must be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer" For fairness in the bidding process and not allowing for major contingency costs; please indicate the existing buildings that will require temporary closures and what that is comprised of. | Temporary closures pertain to those areas that are impacted by construction activities. Any common use areas to be closed , such as roads, sidewalks, or occupied buildings for utility connections must be approved by the Contracting Officer. | CJC | |||
| 89 | 6/2/25 | 01 14 00 | Please confirm that no allowances for downtime in schedule or other project planning needs to be added in terms of recruit training and other special base activities outside of the indicated holidays and the schedule spec weather requirements are to be added. | There are no allowances for downtime in the schedule, although any interference with Recruit Training must be coordinated with the Contacting Officer. | CJC | ||||
| 90 | 6/2/25 | 01 14 00 | Please indicate the normal work days and hours for this project. | See 01 14 00, 1.4.2, Working Hours. | MM | ||||
| 91 | 6/2/25 | 01 50 00 | 2.3 FENCING | Please indicate the areas of the site where 2.3.1 Polyethylene Mesh Safety Fencing can be used and where 2.3.2 Chain Link Panel Fencing is required. This project has a large perimeter with a long duration and the temporary requirements needs to be better defined and this could have a decent cost impact. | All fencing must meet the EM385.1.1. Fencing as described in section 2.3.1, shall be used at all open excavations, boring, tunnels, etc. to control access by unauthorized personnel. Perimeter fencing as described in section 2.3.2 will be used at the perimeter of all active construction sites, laydown areas, equipment storages areas, and any other areas that require separation from pedestrians and/or vehicular traffic. Use of perimeter fencing can be phased; phasing and location plan to be reviewed and approved by government personnel prior to procurement and/or installation. | AHG | |||
| 92 | 6/2/25 | 01 50 00 | 3.1 EMPLOYEE PARKING | Where is parking for construction trades to be allocated? If not available at this time, indicate if this is in walking distance of the project and what should be the estimated travel distance. | See Sheets CE103. In addition, parking is permitted anywhere within the project area. | SPR | |||
| 93 | 6/2/25 | 01 50 00 | 3.4 TRAFFIC PROVISIONS | Please indicate specific scope to where a traffic control plan with ongoing flag person support would be needed. Wake Blvd. has some paint striping to be accomplished and would likely need onsite labor for traffic control, however Tenaru PL and sections of Palymyra St are deemed mostly project site access roads that could be barricaded or signed for limited traffic so long as deliveries and life safety means could be met for building 7022. Please confirm as these items can be very subjective to the individual and it is likely that Tenaru PL and Palymyra St will have activities keeping them under construction for a decent period of time. | The contractor is responsible for the traffic control plan and required resources for this project. Depending on means and methods a flagger may be required. | SPR | |||
| 94 | 6/2/25 | 01 91 00.15 22 | 1.9.1 | This section states "a. "Commissioning Design Reviews specified in this section must be performed as a single review for each submission inclusive of all commissioned buildings in this project. Refer to item entitled "Commissioning Design Reviews" for additional requirements." Thus indicating that both buildings P440 and P441 need to be completed in the same period of time in order to complete CX and thereafter acceptance activities. Please confirm or offer additional dialogue. | Design Review Scope has been removed from the specification. See Amendment. P440 amnd P441 can be constructed simultaneously or staggered. Bid Cx scope accordingly. | MM | |||
| 95 | 6/2/25 | RFP, Factor 2 Critical Path Schedule | Is there any benefit to the government to turning over one building earlier than the other if that work could be accomplished in a substantially earlier period? - Ex. 6 months. | There is no benefit to the govt for turning over one building before the other. | MM | ||||
| 96 | 6/2/25 | RFP, Factor 2 Critical Path Schedule | Please confirm that the P440-P441 PV Array work can be turned over and BOD accomplished ahead of the P440 and/or P441 buildings and site work. | Confirmed. | MM | ||||
| 97 | 6/2/25 | 01 58 00 | 1.4 PROJECT IDENTIFICATION SIGN | Is one sign sufficient for both buildings or will two signs be required; one each for P440 and P441. | One sign is sufficient. | MM | |||
| 98 | 6/2/25 | 01 35 26 | 1.7.1.1 Site Safety and Health Officer (SSHO) | For brevity purposes; please confirm that the dedicated Site Safety Health Officer (SSHO) can be utilized at both the P440 and P441 project sites. | Confirmed. | MM | |||
| 99 | 6/2/25 | 01 45 00 | 1.6 QUALITY CONTROL (QC) ORGANIZATION | For brevity purposes; please confirm that the dedicated Quality Control Manager (QCM) can be utilized at both the P440 and P441 project sites. | Confirmed. | MM | |||
| 100 | 6/2/25 | 01 30 00 | 1.6 SUPERVISION | For brevity purposes; please confirm that the dedicated Superintendent can be utilized at both the P440 and P441 project sites. | Confirmed. | MM | |||
| 101 | 6/2/25 | CU101 (P440) | Please confirm that costs to install 14. 6" NATURAL GAS LINE BY DOMINION, 15. NATURAL GAS VALVES, TEE, PIPE CAP BY DOMINION and 16. NATURAL GAS VALVE BY DOMINION and Keynotes 1-5 on CU-102 are to be picked up by the government and not to be carried in the contractors bid proposal. | Dividing line for work to be provided by the contractor and the natural gas utility is shown on detail C2 GAS SERVICE CONNECTION on sheet PI502. | DJM / SPR | ||||
| 102 | 6/2/25 | CU101 (P441) | From Keynote #2 on page CU101; including Keynote #5 "3" NATURAL GAS LINE. CONNECT TO 3" REDUCER ON GAS LINE PROVIDED IN P440 CONTRACT" and #12 "NATURAL GAS METER PER PLUMBING DRAWINGS AND GAS COMPANY REQUIREMENT" Please confirm that costs are to be picked up by the government and not to be carried in the contractors bid proposal. | Dividing line for work to be provided by the contractor and the natural gas utility is shown on detail C2 GAS SERVICE CONNECTION on sheet PI502. | DJM / SPR | ||||
| 103 | 6/3/25 | AE101.2 (P440) and AE101.2 (P441) | There is a Keynote indicator #10 shown as a dashed line on the drawings but the Keynote is blank. Please advise to the scope in this detail. | Keynote #10 should point to the dashed line representing the canopy, and read "LINE OF CANOPY ABOVE". See amendment. | MM | ||||
| 104 | 6/3/25 | AE105.1-2 (P440) and AE105.1-2 (P441) | Confirming that there is no permanent fall protection scope required as it is not depicted on the drawings. | Confirm that there is no permanent fall protection scope on the roofs. | MM | ||||
| 105 | 6/3/25 | A1/AE301 (P440) and (P441) | Keynote #14 at the third floor ceiling and attic states "CLEAR PATH OF TRAVEL FOR MAINTENANCE ACCESS. REFER TO | ||||||
| STRUCTURAL DRAWINGS." please confirm this should be keynote #11 "CONTINUOUS MINERAL FIBER BOARD INSULATION (R-10 MIN)." | See Amendment. | MM | |||||||
| 106 | 6/3/25 | A1/AE302 (P440) and (P441) | Please review the windows in the breezeway on levels 2 and 3 (near fall protection panels) and verify that 1 each in the breezeways are not mislabeled as B type when they should be C type. | Bid per drawings. | MM | ||||
| 107 | 6/3/25 | IN400 Dwgs Typ (P440 and P441) | General Sheet Notes E state to "PROVIDE CORNER GUARDS (CG) ON ALL OUTSIDE CORNERS. DO NOT USE CORNER GUARDS ON CMU WALLS, UNLESS OTHERWISE NOTED." Please indicate if this only applies to CMU and not Concrete. | Locate corner guard types in locations as indicated in Finish Schedule Note #7 on sheets IN601, IN602, IN603. | CBM | ||||
| 108 | 6/3/25 | IN600 Dwgs Typ (P440 and P441) | Referencing Finish Schedule Note #7; please indicate if each concrete column in the squad bays gets (4) each corner guards. | Confirmed - Locate CG2 stainless steel corner guards as per Finish Schedule Note #7 on sheets IN601, IN602, IN603. | CBM | ||||
| 109 | 6/3/25 | IN604 (P440 and P441) | Interior Finish Legend; What are the heights of the CG1 and CG2 corner guards? | Bid per specification. | CBM | ||||
| 110 | 6/3/25 | Pricing Sheet | RFP | For CLIN 7, Option 5, P441; Provide Prefaced CMU (PFC1 & 2) for Painted CMU (PNT2 & 3) in Open Bay Areas. Please provide more detail (specs, etc.) including a boundary to each floor plan to help depict where finished block is to be swapped out for painted. There are transitions like the Mechanical corridor and Head opening to where these demarcation points are not clear and the drawings notes do not mention this option. | Refer to Details A1 and B1 on AE412 for original locations for Pre-faced CMU within Open Bay Areas; painted block will replace those areas where Pre-faced CMU is indicated. Refer to Enlarged View A1/AE402 depicting Wall type C4 on internal corridor leading to Mechanical spaces; corridor walls will be painted. | CBM | |||
| 111 | 6/3/25 | Pricing Sheet | RFP | For CLIN 8, Option 6, P441; Provide Prefaced CMU (PFC1 & 2) for Painted CMU (PNT2 & 3) in Open Bay Areas. Please provide more detail (specs, etc.) including a boundary to each floor plan to help depict where finished block is to be swapped out for painted. There are transitions like the Mechanical corridor and Head opening to where these demarcation points are not clear and the drawings notes do not mention this option. | Refer to Details A1 and B1 on AE412 for original locations for Pre-faced CMU within Open Bay Areas; painted block will replace those areas where Pre-faced CMU is indicated. Refer to Enlarged View A1/AE402 depicting Wall type C4 on internal corridor leading to Mechanical spaces; corridor walls will be painted. | CBM | |||
| 112 | 6/5/25 | 28 31 76 | 2.3 | The specifications call for "siemens firefinder xls" for the manufacture of the fire alarm/mass notification system. This product has been discontinued and has been replace with "siemens cerberus pro modular" can the specifications be modified for clarification and confusion for the installing contractor. | The use of product that replaces discontinued panel. See amendment | DMC | |||
| 113 | 6/5/25 | AD101A (P440) & AD301A | Building 737 Keynotes and General Notes state to demo and extract the entire length of the pile. What are composition (material and size) as well as the lengths of these piles? This is a costly process and we recommend considering cutting off below the surface. | The existing piles are 40-foot long creosote treated timber. All existing timber piles must be extracted as specified. | FAD | ||||
| 114 | 6/5/25 | AD101B (P440) & AD301B | Building 738 Keynotes and General Notes state to demo and extract the entire length of the pile. What are composition (material and size) as well as the lengths of these piles? This is a costly process and we recommend considering cutting off below the surface. | The existing piles are 40-foot long creosote treated timber. All existing timber piles must be extracted as specified. | FAD | ||||
| 115 | 6/5/25 | AD101 (P441) & AD301 | Building 7003 Keynotes and General Notes state to demo and extract the entire length of the pile. What are composition (material and size) as well as the lengths of these piles? This is a costly process and we recommend considering cutting off below the surface. | The existing piles are 40-foot long creosote treated timber. All existing timber piles must be extracted as specified. | FAD |
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