S05_Attachment - RFIs and Responses.pdf

Consolidated Request for Information (RFI) Log Project: Fort Bliss National Cemetery — Gravesite Expansion and FCA Deficiencies Project No.: 886CM3026 Solicitation No.: 36C78626B0028 Date Compiled: October 5, 2026

Duplicate questions across all sources have been merged into single entries. Reference column cites the applicable solicitation section, specification, or drawing. Response column left blank for Government use.

A. Contract, Bid Form & General Administration

No. Reference Question Government Response

A-1 DOL Payroll Form The DOL Payroll Form is expired as of 04/30/2021. Please provide the current/updated form.

Will provided updated form through solicitation amendment

A-2 Standard Form 1413 SF 1413 is expired as of 05/31/2026. Please provide the current/updated form.

Will provided updated form through solicitation amendment

A-3 SF 1442 Block 12b; Section L

Block 12b states performance and payment bonds are due within 10 calendar days after award;

Section L states 5 calendar days. Which governs?

Payment and Performance bonds are due within 10 Calendar days after award

A-4 Solicitation Please confirm all pre-bid RFIs will be responded to prior to the bid opening date. RFIs will be answered through an amendment to the solicitation.

A-5 Solicitation / Site Visit Will the site-visit sign-in sheet be provided in an amendment/addendum?

Sign-in sheet will be provided through an the solicitation

A-6

Section B;

Section J; Section

M; SOW §3

SOW §3 lists two CLINs (01 Base, 02 Option 1); Section B lists four (0001 Base work, 0002 Base crypts 6,632 EA, 0003 Option 1 work, 0004 Option 1 crypts 2,652 EA), and the numbering overlaps. Confirm by amendment that the four Section B CLINs govern pricing/evaluation and revise SOW §3 to match.

Revised SOW will be provided through an

A-7 Section B, H.2 Will Option 1 be awarded at bid time? Section H.2 allows options to be exercised within 90 days after award. Clarify how base and option pricing will be assessed at bid time.

See solicitation terms and conditions.

A-8

SOW §8; SF

1442 Blk 2; L.12;

M.1

This is a sealed-bid IFB, but SOW §8 requires a detailed price breakdown/cost schedule. Confirm by amendment the breakdown is a post-award submittal and that omission does not affect responsiveness.

The detailed breakdown is a post-award submittal. See revised SOW provided through an

A-9

SOW §8; SF

1442 Blk 11;

SOW §11.1

SOW §8 requires cost line items to match "project performance schedule" line items, but no schedule is requested at bid. Identify the referenced schedule (e.g., the post-award baseline construction schedule).

See revised SOW provided through an

A-10 SOW §11.1 / SF

Confirm the 540-calendar-day completion period governs the base work and any exercised option.

If the option is exercised near the end of the 90-day window, will additional time be provided?

SOW also describes duration as 18 months — please reconcile.

540 calendar day completion period governs the base work and any exercised option. See revised SOW provided through an amendment to the solicitation.

A-11 Solicitation Confirm whether tax should be included in the proposal. Is the project tax exempt? Are precast crypts tax exempt?

See FAR Clause 52.229-3

A-12 Solicitation Confirm current prevailing wages remain consistent for the life of the project with no escalation. Wage Rate(s) provided at time of award generally remain consistent for life of the project. If updated through a modification, contractor can request an equitable adjustment for any wage escalations.

A-13 Solicitation Please provide the anticipated NTP/NTP issuance date, as there is potential for material escalation. The government anticipates issuing an NTP within 60 days after an award is made.

A-14 01 00 02, 1.15E Will Government AutoCAD files be provided for closeout shop drawings? AutoCAD drawings can be provided after award.

A-15 01 00 02, 1.1.G The spec requires employees be U.S. citizens. What documentation allows a non-U.S. citizen to work on the VA facility?

See FAR Clause 52.222-54

B. Staffing, Safety & Quality Control

No. Reference Question Government Response

B-1

01 45 00;

01 35 26, 1.9.A–C

Confirm one qualified person may serve as both Superintendent and CQC System Manager. Can the Superintendent be dual-hatted as QC Manager/Representative?

The superintendent and QC manager need to be 2 separate people.

B-2

01 45 00;

01 35 26

Confirm whether a separate SSHO is required, or whether the Superintendent may be triple-hatted as Superintendent, QC Manager, and SSHO. Can the CQC System Manager and SSHO (or CQC Manager and Superintendent) be dual-hatted?

SSHO and Superintendent can be performed by one person as long as they meet the criteria for both.

B-3

01 45 00, 3.2.B.1, 3.4.A–C;

CO101

Can one team cover concurrent expansion and FCA work within the cemetery, or is separate full-time coverage required for individual work areas?

A single team may cover concurrent expansion and FCA work only where permitted by the contract requirements and where required supervision, quality control, and safety coverage can be maintained at each active work area. Shared staffing is not approved by this response.

Submit a staffing and coordination plan identifying personnel, responsibilities, work locations, and coverage during concurrent operations for review by the Owner/Contracting Officer. Provide additional personnel where simultaneous activities or contract requirements require dedicated coverage. For bidding purposes, do not assume approval of shared staffing; include personnel sufficient to meet the requirements for both scopes of work.

B-4

01 45 00 (QC Org, Alt CQC)

Can the Superintendent or SSHO be listed as the Alternate CQC System Manager if qualifications are met?

No. The Superintendent and QC Manager need to be two separate people.

B-5

01 45 00

Confirm OSHA 30 and current CPR/First Aid are the only certifications required for the SSHO.

OSHA 30 and current CPR/First Aid certifications alone do not establish compliance with all SSHO qualification requirements. The proposed SSHO must also meet the experience, training, and any additional credential requirements specified in the contract documents and referenced safety standards.

B-6

01 00 02, 1.1.G; 01 00 02 §G Training

Spec requires OSHA 30 for all employees. Confirm OSHA 10 is acceptable for workers other than supervisors/competent persons, with OSHA 30 for supervisors and the competent person. The two sections give different minimums.

OSHA 10 is acceptable for workers other than competent persons and supervisors.

B-7

1.1.G

OSHA does not "certify" a competent person per 29 CFR 1926.20(b)(2). Confirm an OSHA 30 is acceptable for the competent-person requirement.

An OSHA 30 course completion card alone does not establish competent-person qualification. OSHA does not issue a general competent-person certification. The designated individual must be capable of identifying existing and predictable hazards and have authority to take prompt corrective measures, with qualifications appropriate to the assigned work.

Submit the proposed individual’s relevant training, experience, and written designation of corrective authority for review against the contract requirements. OSHA 30 may be included as supporting training documentation but is not, by itself, sufficient to satisfy the competent-person requirement.

B-8 01 35 26, 1.18D

Confirm whether a full Arc Flash Hazard Analysis must be included in pricing. Not required but strongly encouraged

C. Site Logistics, Access & Temporary Facilities

C-1

CO101;

Solicitation

Provide the contractor trailer/office staging and laydown area location(s). CO101 Note 1 assigns spoils/equipment storage to the expansion area, which will be excavated and filled. Identify the laydown area available through crypt installation and any alternate on-site area. Where are spoils stored if the Option is awarded?

CO101 Note 1 identifies the expansion area for spoils and equipment storage. Because this area will undergo excavation, filling, and crypt installation, it shall not be assumed available for uninterrupted storage throughout construction.

Specific contractor trailer/office locations, laydown limits, and alternate on-site areas have not been confirmed. The Owner/cemetery operator shall confirm available areas and access restrictions. Submit a phased staging and material-handling plan coordinated with the construction sequence and cemetery operations.

For bidding purposes, include relocation of staging and stored materials as work progresses. Do not assume additional cemetery areas will be available. If the Option is awarded, spoils storage must be coordinated with the Option work limits; include off-site handling and lawful disposal of excess spoils that cannot be accommodated within approved on-site areas. Any proposed temporary stockpile area requires Owner approval before use.

C-2

CO101; 01 00

02, 1.21

Identify approved temporary power and water connection locations, capacities, and POC. Confirm whether cemetery connections are available or whether bidders must carry generators and trucked water. Advise if power is available for the contractor trailer.

Approved temporary power and water connection locations, available capacities, and a designated point of contact have not been confirmed. For bidding purposes, bidders shall include generators and trucked water sufficient to support construction activities, including power for the contractor’s trailer.

Use of cemetery power or water connections is subject to prior approval by the Owner/cemetery operator and verification of available capacity. Bidders shall not assume these connections are available. If connections are subsequently approved, connection locations, capacity limitations, access requirements, and the designated point of contact will be provided before use.

C-3

CO101,

access callout & Notes 3–4

The callout directs construction access via the NW entrance; Note 3 permits only the NE maintenance-yard entrance. Confirm the gate/route for expansion deliveries, FCA work, and crypt deliveries, and whether separate entrances apply to each.

The NE entrance is a typo and should read NW entrance. See addendum 1.

C-4

CO101, Note

2; CS501

Confirm whether Note 2 requires full-width milling and a 2" overlay along the entire access route regardless of damage. Mark resurfacing limits and confirm inclusion in the base bid.

Note 2 requires full-width milling. Include milling and resurfacing in base bid.

C-5

01 00 02

Clarify whether the Contractor must provide a separate trailer/office space for the RE/COR; if so, provide details and specific requirements.

Contractor DOES NOT need to provide a temp trailer for the

RE/COR.

C-6

1.7.I / 1.7.G

The common temp chain-link fence is 6' height.

Confirm whether a 6' fence is acceptable in lieu of the 7' requirement. Are privacy screens required, and if so, what colors are acceptable?

6' is acceptable. Specs call for fence fabric.

C-7

1.2.C / 1.4.C

The GC shall provide unarmed guards when theft/vandalism warrants. Has the site experienced theft or vandalism? Clarify how many guards and for how long so it can be funded. Confirm that if guards are required, a contract modification will be issued for the additional cost.

Theft and vandalism has not been experienced at the cemetery thus far. The need for security guards is not necessary.

C-8

(Motor Vehicle Restrictions)

Confirm vehicle authorization requests (24 hrs advance) are applicable. If so, to whom are requests directed?

Please notify cemetery of large trucks or construction equipment or any deliveries that will be made by large trucks or equipment that is planning to be on site at least 24 hours in advance. Other small work trucks and vehicles need to be mindful of cemetery operations, but do not require authorization requests.

C-9 01 00 02 (Use of Roadways)

Will other construction or maintenance contracts run concurrently during the expansion timeline? Do not have that information at this time.

C-10

Please provide the average number of daily interments, as these may impact construction production.

Defer to cemetery

C-11

01 74 19 Construction Waste Mgmt

Can wood, metal, cardboard, and plastic be commingled on-site and separated at the recycling facility, or are individual debris containers required at the site?

Materials can be comingled onsite and separated at recycling facility.

C-12 01 00 02, 1.29

Confirm the Contractor must submit Construction Digital Images per 01 00 02, 1.29. Yes, contractor must submit digital photos.

C-13

1.1.B; Site Visit

Will VA arrange an additional site visit before bid opening to view building interiors, roof attics, IT closets, and the irrigation pump house — and to verify quantities and substantial dimensions for proposal calculations?

No.

D. Permits, Environmental & SWPPP

D-1

Solicitation;

CE121; CD111

Note 6; CE121 (permits)

Clarify all permits the Contractor must obtain.

CE121 lists a Building Permit and TPDES permit.

Confirm whether the Government is obtaining the necessary permits.

TPDES permit is required and shall be obtained by the contractor

D-2

Solicitation /

CE121

Confirm whether the Contractor must submit and obtain the NPDES/TPDES permit, or whether one is in place and the Contractor is listed as an operator/co-permittee.

Existing NPDES/TPDES permit coverage and the Contractor’s inclusion as an operator/co-permittee have not been confirmed. VA shall confirm the status of any existing authorization and provide the applicable documentation.

For bidding purposes, include preparation and submission of the Contractor’s required permit documents, associated filing fees, and preparation and implementation of the project SWPPP. Do not assume that any VA-held permit coverage includes the Contractor.

Before land disturbance, coordinate operator responsibilities with VA and obtain the required authorization for the Contractor’s activities.

D-3

CE121; 01 57 19

(TXR150000)

Disturbed area is 14.29 ac. (a) Will VA file its own NOI as operator, or is the Contractor the sole NOI filer? (b) Who pays TCEQ fees? (c) Is CE121 the final SWPPP, or must the Contractor prepare/certify a TXR150000-compliant SWPPP?

(a) VA’s operator status and any existing NOI coverage have not been confirmed. VA shall confirm whether it will submit a separate NOI. The Contractor shall include any NOI filings required for its own operator responsibilities; do not assume the Contractor is the sole filer or that VA coverage extends to the Contractor.

(b) For bidding purposes, include TCEQ fees associated with the Contractor’s required filings. Fees associated with any separate VA filing shall be addressed by VA.

(c) Unless expressly identified in the contract documents as the complete project SWPPP, CE121 shall be treated as the design erosion and sediment control plan. For bidding purposes, include preparation, required certification, implementation, and maintenance of a complete TXR150000-compliant SWPPP incorporating CE121, construction sequencing, inspection procedures, and other required site-specific information.

D-4

Confirm the Contractor can serve as the SWPPP inspector. Clarify SWPPP coordinator/inspector certification requirements.

The Contractor may designate qualified personnel to perform SWPPP inspections, provided this arrangement complies with the contract requirements. Inspectors must be knowledgeable of TXR150000, the construction activities at the site, and the project-specific SWPPP.

D-5

Clarify required certifications for the certified erosion control supervisor and for the "one certified installer per contractor/subcontractor," and confirm the Superintendent or QC Manager may satisfy these after obtaining certification.

State of texas does not require any specific certifications as long as supervisor is someone knowledgeable in erosion and sediment control principles who is completely familiar with the site and the Stormwater Pollution Prevention Plan. Superintendent or QC manager may perform erosion control supervisors.

D-6 CE121 (Wetland

Buffer)

Confirm no additional permits are required if the 25' wetland buffer is maintained. Are there wetlands/waters requiring the 25' buffer?

No additional permits are required.

D-7 CE502 Clarify whether a Type 1 or Type 2 Construction Exit is required. Either one is acceptable.

D-8 02 82 13.13, 1.1.B.1

Confirm that if asbestos is found during construction it will be treated as an unforeseen/differing site condition.

Yes.

D-9

02 83 33.13, 1.1.A.1

Confirm that if lead-based paint is found during construction it will be treated as an unforeseen/differing site condition.

Paint removed from the Rostrum and Administration building metal handrails and guardrails shall be assumed to be lead-based paint as a conservative measure and bids shall include testing and disposal as per specifications 05 03 85 and 028333.13. Any LBP found in other project areas will be treated as an unforeseen/differing site condition.

E. Earthwork, Geotechnical & Site Civil

E-1

01 00 02, 1.13.C;

31 20 00; BJ101

Provide the complete Terracon Geotechnical Report by amendment, including recommendations for excavation, groundwater, unsuitable soils, imported fill, compaction, pavement, retaining walls, and crypt infiltration galleries, so all bidders use the same basis.

NCA to provide geotechnical report

E-2

CO101 Note 1; 31 20 00, 3.1.G, 3.3.E; Civil

Provide the A/E's earthwork balance (cut/fill/surplus from crypt displacement) for Base and Option 1. Is the site designed to be balanced, or is import/export required?

CAD files can be provided upon request.

E-3

Civil; 31 20 00

Is there a Government spoil area on cemetery/Fort Bliss property for permanent placement of surplus soil? If so, give location, haul distance, and finish grading. If not, confirm all surplus is hauled off federal property at Contractor expense. If surplus exists, can material be left on-site at a designated location?

A Government-designated area for permanent placement of surplus soil on cemetery or Fort Bliss property has not been confirmed. Accordingly, no placement location, haul distance, or finish-grading requirements are available.

For bidding purposes, include loading, hauling, and lawful disposal of surplus soil off federal property at the Contractor’s expense, subject to the contract requirements.

Temporary stockpile areas do not constitute approval for permanent placement.

Surplus material may remain on-site only with prior written Government approval identifying the placement limits, acceptable material, and final grading requirements. Do not assume an on-site disposal area will be provided.

E-4

31 20 00, 2.1.B, 2.1.G–I; BJ101;

CB501/CB502

Fill must have PI ≤ 15, LL ≤ 40, but most BJ101 samples are clayey sand (PI 17–20). May on-site excavated soil be used as compacted general fill

The Fill Materials Type table on Page 15 of our geotechnical report dated January 21, 2026 provides the soil types and classification characteristics of suitable fill soil materials, over/between crypts and in irrigation aisles, or must fill be imported? Is there a known borrow source with the required archaeological clearance?

and general locations of suitable use and placement (PI note exceeding 15). Note that the geotechnical engineer recommends LL values of suitable fill material not exceed

35. The earthwork contractor controls where fill material is obtained from and its intended use(s) and location(s) and should therefore request the appropriate soil classification and plasticity testing on each material it intends to use at this site to assess whether the onsite or imported fill material meets our geotechnical recommendations for fill material.

Considerations for archaeological clearance of potential material borrow areas was not part of the geotechnical scope of work.

E-5

BJ101; 31 20 00,

1.4.C, 1.5, 1.6.C;

CB502

Borings show calcareous material ~3–15 ft (N=62 at 10 ft in B-1); crypt subgrade ~7 ft. Should bidders price unclassified excavation with no rock? Will rock/cemented caliche be paid as a differing site condition? Is cemented caliche classified as rock?

As stated in Geotechnical Characterization (page 6) and Earthwork Construction Considerations (page 18) of our geotechnical report dated January 21, 2026, soils are anticipated to consist of sands with varying amounts of silt, clay, gravel and calcareous material), and excavations are anticipated to be completed using conventional equipment.

Although some soil layers showed relatively dense to very dense conditions at some locations (N values exceeding 50 blows/foot below a depth of approximately 10 feet below existing grades), Terracon did not observe conditions that would indicate the presence of bedrock material in our borings, but the contractor should prepare for and procure the appropriate excavation equipment to penetrate dense to very dense soil strata.

E-6

31 23 19

Advise whether dewatering is anticipated on this project.

The available information does not establish whether dewatering will be required or its extent. Refer to the geotechnical report for groundwater observations;

conditions may vary with rainfall, season, and excavation depth

E-7

CU501 Detail 14

Detail shows HDPE pipe bedding for good and poor soils. Clarify which locations have good vs. poor soils.

The bedding detail provides alternatives for suitable and unsuitable trench foundation conditions; it does not designate specific locations as having good or poor soils.

Refer to the geotechnical report for available subsurface information. Actual conditions shall be evaluated by the geotechnical engineer at the exposed trench bottom.

Use the good-soil bedding detail where suitable foundation conditions are verified. Where unsuitable conditions are encountered, notify the Owner/design team before proceeding and obtain direction on the limits of removal, stabilization, and use of the poor-soil bedding detail. Any associated cost or time adjustment shall be evaluated under the applicable contract provisions.

E-8

CG111

A property-limit line runs through the site separating IGC sections on the south side. Clarify what the property limit represents.

Property line separates cemetery property from the army base. Property was gifted to cemetery and will now be a part of cemetery property.

F. Surveying

F-1

02 21 13, 3.3, 3.4; 01 00 02; 03 48 21, 3.2, 3.8

02 21 13 calls for ALTA/NSPS, topographic, and GPR utility surveys plus a benchmark every 4 ac. A design survey (V101–V111) already exists. Is the Contractor to perform the 02 21 13 surveys, or is the Contractor's survey limited to construction layout, RPLS crypt certifications, and as-builts? Does scope include survey of the existing cemetery?

Contractor surveys are limited to construction layout, crypts and as-builts. Scope does not include a survey of existing cemetery.

G. Crypts & Gravesites

G-1

CB501; CB502

Details 1–3; 03 48 21, 3.7.E–G

Cover over crypts: CB502 shows 4" sand, 11–12" compacted general fill, 3" decomposed granite, no topsoil; Spec 3.7.G calls for 3" ID sand, fill, and 4" min topsoil. Which governs?

4” of ID sand, 11-12” compacted general fill, 3” decomposed granite. No topsoil.

G-2 CB501; CB502

Detail 3

Drain rock under crypts: CB502 shows 6" min; CB501 perimeter section shows 4". Which governs? 6” layer of drain rock under crypts.

G-3

CB502; 03 48 21,

3.7.F.1/F.4

Fill between crypts: CB502 calls for pea gravel in all gaps;

Spec 3.7.F allows rounded gravel only where the gap is <2" and angular stone elsewhere. Confirm the angular-stone exception remains available and that rounded aggregate is required along the long sides.

Angular stone may be accepted for placement only between the head and foot of crypts.

Rounded aggregate must be placed between the long sides of crypts.

G-4 CB501; CB502

Detail 3

Irrigation aisle backfill: CB502 says select fill; CB501 says compacted general fill. Which governs? General fill.

G-5

03 48 21, 3.7.E vs.

3.7.G; 01 45 29

(ASTM D698)

Proctor/compaction conflict: 3.7.E gives 80–85% Modified Proctor; 3.7.G gives 85% Standard Proctor. Identify the governing Proctor standard and compaction requirement for each crypt-field layer.

Standard Proctor with 85% compaction requirement.

G-6

CB501 Detail 1/3;

CB502 Detail 3

Geotextile fabric details conflict/appear unconstructable (half-height at perimeter, full-height at irrigation aisle, 18" tuck under adjacent crypts). Clarify fabric separation requirements at perimeter, irrigation aisles, and section breaks.

Details have been reviewed and updated to address conflicts. See addendum 1.

G-7

CB502 Detail 3

Detail lists the section break as requiring fabric above drainage aggregate. Clarify whether the Contractor must excavate between burial sections and continue drainage aggregate through section breaks.

Contractor will not need to excavate between burial sections to continue drainage aggregate through section breaks.

G-8 03 48 21, 2.3 Confirm testing/inspection of crypt numbering will be conducted during the work and not require a separate activity.

Testing/inspection of crypt numbering will be conducted during the work.

G-9

03 48 21, 3.7.M

3.7.M prohibits storing material within 10 yards of installed crypts. Can the distance be reduced to 4 yards to allow access for backfill, given crypts are only 7' deep?

Distance shall remain at 10 yards.

G-10

03 48 21, 3.7.A

Confirm the intent is that the land surveyor certifies in-place crypts "prior to backfill being placed over the top of the crypts" (vs. "between" the crypts as written).

Surveyor must certify crypts are within tolerance of each other. Spec is written correctly.

G-11

Price Schedule CLINs 0002/0004;

03 48 21

Load-test crypts: Are the three load-test crypts (2 perimeter, 1 interior) in addition to 6,632/2,652, or may they count toward quantity if they pass and are reinstalled? Must the on-site functional load test/shelf demonstration be completed before production, and can prior qualification of a previously qualified design be accepted?

Test crypts that pass inspection may count toward the overall total quantity. It is the contractor’s risk to begin mass production of crypts prior to acceptance of onsite load testing. Prior test qualifications will not be accepted in place of onsite testing.

G-12 CLINs 0002/0004;

03 48 21, 1.6.E/F

Which CLIN carries the 5 extra lids, 3 lid-lifting devices, and shelf-removal tool? CLIN 0002

G-13

03 48 21, 1.7.E/F;

CB101–CB108

Give the number of perimeter and interior crypts per section.

Are oversized crypts (1.7.F) required (how many/where)? If quad units (1.7.E) are used, does each count as 2 EA?

See CB series for quantity of perimeter and interior crypts. Expansion does not include oversized crypts. One quad unit equals two single units.

G-14 CLINs 0002/0004 Is the CLIN 0002/0004 quantity fixed, or adjusted to the installed count? Each quantity is fixed.

G-15

CB105/CB106;

CB501 Detail 3;

GI001

IGC (Sections W, Y — 2,194 IGC): No typical section is shown. Is work limited to grading, decomposed granite, and grid monuments? Are liners, a sand layer, or subsurface drainage required?

Work is limited to grading, decomposed granite, and grid monuments.

G-16

GI001 (27 TRAD

Base, 12 TRAD Option)

What work is required at the 27 Base and 12 Option traditional (TRAD) sites, and where are they located?

TRAD gravesites are indicated on the CB series.

These are gravesites overlaid with grid monument marker footings that would conflict with caskets.

No caskets are to be placed in these indicated areas.

G-17

CB501 Detail 3

Are bronze grid-monument markers Contractor- or Government-furnished? Give quantity per section and the frost depth for the concrete base (CB501 says "below frost depth" with no value).

Grid monument markers are to be furnished by contractor. See CB series for quantities. See geotechnical report for frost depth.

H. Retaining Wall

H-1

CS111 Notes

7/12; CS502

Detail 9; 31 20 00, 2.1.A

The retaining wall is a delegated design with no spec section. Confirm the wall type (CIP w/ stone veneer per Detail 9, CMU, or segmental), veneer material, total length, and max exposed height (Detail 9 shown "for bidding only," up to 10'-0"). Identify the governing spec section and clarify manufacturer references.

Wall type to be CIP w/ stone veneer. Quantities are not provided as final design is not provided.

H-2

CS502 Detail 9;

CS111 Notes 12/14; 31 20 00, 3.2.A

Provide the governing soil and surcharge criteria. Detail 9 calls for excavation ≥5 ft behind the wall — confirm available working limits along existing burial areas/utilities and identify any required shoring or restrictions on entering adjoining cemetery areas.

The retaining wall and Detail 9 are conceptual and provided for bidding purposes only. Retaining wall engineering is not included in our design scope.

Governing soil parameters and surcharge loads are to be established by the geotechnical engineer and incorporated into the final design by the engineer responsible for the retaining wall.

The excavation dimension of ≥5 feet behind the wall represents a conceptual allowance; it does not confirm available working limits or authorize encroachment into adjoining cemetery areas. Available limits must be verified against existing burial locations, utilities, property boundaries, and access restrictions in coordination with the Owner/cemetery operator.

Required shoring, excavation support, and protection measures must be determined based on verified site conditions and the final wall design. Entry into adjoining cemetery areas requires authorization from the Owner/cemetery operator. Where the indicated excavation cannot be accommodated, the wall design and construction approach must be revised accordingly.

H-3 CS502 Detail 9 Is the chain-link fence on top of the wall within this scope? Yes.

H-4

CS111 Note 14;

CU102–103;

T000

CS111 requires utility protection/relocation/replacement at no added cost, while general requirements allow adjustment for utilities not shown or of unknown location.

Identify relocations included in the bid and confirm how unshown/additional relocations will be handled. Provide details of existing conditions to be protected.

For bidding purposes, include utility protection, relocation, and replacement expressly indicated in the contract documents or reasonably inferable from the work shown. The note on CS111 does not establish specific relocations beyond those identified in the contract documents.

Utilities not shown, or whose location or condition materially differs from the information provided, shall be addressed under the applicable general requirements for differing or unknown utility conditions. Notify the Owner/design team upon discovery and before proceeding with affected work. Any adjustment to contract cost or time will be evaluated through the contract change process.

Protect existing utilities and associated structures designated to remain within or adjacent to the work area.

Verify utility locations and elevations before excavation and coordinate protection measures with the applicable utility owners. The contract documents provide the available existing-condition information; concealed conditions have not been confirmed. Specific relocation limits and protection details requiring further clarification must be resolved before the affected work proceeds.

I. Testing, Special Inspections & Commissioning

I-1

01 45 29, 3.1.B;

03 48 21, 3.3.C, 3.7.E

Provide missing testing frequencies for mass fill, embankment, and crypt-field subgrade/backfill (list starts at "c"). Is full-time observation under 3.1.A.2 required during crypt installation, and does full-time observation apply to the crypt fields?

Refer to spec 31 20 00. Full-time observation is required for crypt installation and crypt field prep.

I-2

01 45 29, 3.18

The approximate number of tests in 3.18 is blank. Provide expected test quantities, or confirm testing is priced on the 01 45 29 frequencies alone.

For bidding purposes, determine testing quantities using the frequencies specified in Section 01 45 29 and the applicable technical sections, based on the quantities of work shown in the contract documents.

I-3 01 00 02 §D; 01 45 29

Confirm whether VA plans to retain its own Testing Laboratory, as this may impact scheduling/production. Contractor to retain a certified testing lab.

I-4

01 45 00; 01 45 35; 01 45 29

Issue Section 01 45 35, the Statement of Special Inspections, and the Schedule of Special Inspections (referenced but not provided). Are IBC Ch. 17 special inspections required (concrete, masonry, post-installed anchors, framing at Bldgs 3003, 3004, 3302, 4101)? State whether the special inspector is engaged by VA or the Contractor.

Any special inspections will be performed by the government team.

I-5 FA401 Confirm who retains and pays for the independent 50% anchor proof-testing, which FA401 assigns to the "owner's independent testing agency."

If NCA elects to perform the testing, they will retain and pay for it.

I-6

33 08 00; 01 91 00; 23 08 00; 28 08 00; Div 22/23

Issue Section 01 91 00 (and 23 08 00 / 28 08 00), which are referenced but not in the project manual, or list the systems to be commissioned and the Contractor's responsibilities (pre-functional checklists, functional testing, training, documentation, seasonal/return visits). Confirm the VA-appointed CxA is engaged and paid by VA and covers all systems.

Commissioning was not needed for this project.

J. Irrigation

J-1

LI100; LI101; 32 84

00, 2.7.A/D

Controller conflict: Is a new controller required (make/model)? LI100 says a new controller will be installed; LI101 says use the existing controller. Existing is variously listed as Rain Bird ESP-32 MC, Rain Bird ESP-MC, and Rain Master Eagle Plus.

Existing controller to be used Rain Bird ESP-LXME conventionally wired system

J-2 LI101 Note 11.D;

32 84 00, 2.7.D

Is the system 2-wire decoder (LI101) or conventional #14/#12 UF wire (spec 2.7.D)? Is 2" conduit required for all control wire? Confirm decoder wire routing from the existing controller to the expansion area.

Conduit required for all new wire

J-3 LI100; 32 84 00

legend

Which valves/bubblers govern: Rain Bird valves + 1400 series bubblers (LI100 text), or Toro P-220-S valves + Rain Bird 184-SAM-PRS bubblers (legend)?

Toro P220S, Rain Bird 1300AF on 1804 - SAM-PRS heads

J-4 32 84 00, 1.8.I.3;

LI100

1.8.I.3 requires 14 consecutive days of operation via the central control system, but LI100 says the control upgrade "has not been funded." How is acceptance to be tested?

14 days without fault on the wiring to the new control valves

J-5

LI101 Bid Option Notes 1–2; 01 00

02, 1.2.B; CLIN

Option 1 irrigation appears shown in the Base Bid. Identify which CLIN carries the XX/YY mainline, mainline valves, wire, capped RCV assemblies, and remaining Option 1 irrigation work.

Refer to landscape plans, the mainline wire and valves for all sections is base bid, only laterals and bubblers for option sections are an option bid.

J-6

LI100; LI101;

LI501; 32 84 00,

1.7.A

Confirm the existing well, pump, and controls have adequate capacity for both base and option areas, and that the only pump-house work is the specified 50-gallon expansion tank replacement. Is any pump, VFD, electrical, or piping work included? Provide the new tank size/spec and location.

Only replace the existing expansion tank in the pump house with a new 50 gallon expansion tank in the same location as the existing.

J-7 32 84 00, 1.7.A Where is the potable connection for temporary flushing/testing water? Is an El Paso Water meter or backflow device required? Existing mainline pipe

J-8 LI100 LI100 limits the well to 120 GPM at 70 psi. Has the A/E confirmed it can serve the added zones within the cemetery's watering window? Yes.

J-9 LI100 Provide the location of the existing 50-gallon expansion tank noted for replacement.

In the same location as the existing expansion tank.

K. Stabilization & Landscaping

K-1

CE121; CB502

CE121 defines final stabilization as 70% vegetative cover but lists seeded area as "N/A." Will 3" decomposed granite / non-vegetative cover be accepted as final stabilization for the NOT?

Decomposed granite / non-vegetative cover will be accepted as final stabilization.

K-2 LP111 Note 3;

CE121

Provide the seed mix and erosion-control blanket locations referenced by LP111 Note 3, or delete them.

No erosion control blanket will be needed. This note will be removed.

K-3 32 90 00, 2.8.C; CB502

2.8.C requires 3/4" crushed granite on slopes >2.5%. Does this replace the 3" DG over crypts where grades exceed 2.5%? Yes.

L. Buildings — Hazmat, Roofing & Stucco

L-1

02 82 13.13, 1.1.B.1, 1.2.A;

AD sheets

"No known asbestos" is stated, but demo includes 2,500 SF stucco, plaster, gypsum board, finishes, underlayment, flashings, sills, sealants. Has a pre-renovation asbestos inspection (40 CFR 61.145) been done for Bldgs 2101, 3003, 3004, 3302, 3W01, 4101? If so, provide it with locations/quantities; if not, is the Contractor to perform it under the Base Bid? Is glovebag the only abatement method contemplated?

A pre-renovation asbestos inspection was not performed and the Contractor is not expected to perform an asbestos inspection under the Base Bid. Glovebag abatement method is the only method of abatement included in the contract documents.

L-2

02 83 33.13, 1.1.A.1; 05 03 85, 1.1.A/1.6;

AE sheets

"No known LBP" conflicts with 05 03 85 (paint "most likely contains lead," treat as hazardous waste, Contractor testing).

Provide any XRF/TCLP results (Rostrum cornice, outlookers, iron railings; Admin stair/hand rails). If none, should bidders price all removed coatings as lead-containing with containment/haz-waste disposal? 2101 FL22 says "sand/strip";

05 03 85 calls for chemical removal — which governs?

The VA is not aware of any paint coatings that contain lead; however, for the metal handrails and guardrails at the Rostrum and Administration Building, the Contractor shall assume they could and shall follow specification requirements in 05 03 85 to include scope for TCLP testing for paint/coatings on the metal handrails and guardrails. There is no scope requirement for TCLP testing for painted Rostrum cornice or outlookers. Specifications govern, provide paint removal via chemical means.

L-3

2101-AD111

DE10/DP9;

AD201;

AE201; 09 24

00 (TOC: 09 24

23)

Drawings call for removing all stucco and applying new 3-coat direct-applied stucco (2,500 SF), but 09 24 00 is a lath-based system. What is the existing substrate? Are lath, WRB, weep screed, or control joints required? How should substrate repair be priced? Does 2,500 SF include chimneys, entrance canopy, site walls (DP9), and ramp/stair walls?

The base bid quantity of stucco to be removed and replaced is 2,500 SF and includes all sides of both chimneys, all sides of the entrance canopy (except ceiling finish of canopy to remain), all sides of the ramp/stair walls and all other walls shown for demo and replacement on the exterior elevations. 3-coat direct applied is the correct stucco system to be installed.

Based on the original asbuilts, the existing substrate on the full height walls is structural clay tile with terra cotta lintels and stone sills. The substrate on the partial height ramp and stair walls is 12” CMU. Cost to repair substrate damaged as a result of demolition and construction work is the responsibility of the Contractor under the base bid. A revised 09 24 00 specification will be provided as part of Addendum to properly capture the correct system.

L-4

2101-AE201;

AE111

Confirm locations with existing stucco that are to remain as-is require no additional work.

Locations with existing stucco to remain as-is only require additional work if the stucco is damaged or disturbed by other scope of work, such as adding a new wall penetration. Then patching work of the existing finish would be required.

L-5

07 32 13, 2.1.C/D, 3.5.A;

AD201; 3004-

AD111

Reroof sheathing/underlayment: 2.1.C/D says add plywood "as required" (no qty) — provide a common bid basis (SF/building or unit price) for deck and nailable-insulation repairs, and clarify how concealed deterioration beyond that basis is handled. 2.1.C describes 3004 substrate as "composite nailable rigid board insulation," but 3004 demo says "existing wood sheathing to remain" — which is it, and is the insulation removed or overlaid? 3.5.A requires two layers self-adhering underlayment but 3.5.A.5.a calls for felt — which governs?

The Administration roof surface is no more than 2,700 SF as noted in keynote R01 on sheet 2101-AE191. The PIC building roof surface is no more than 1,400 SF as noted in keynote R01 on sheet 3004-AE191.

Concealed deterioration beyond the insulation and sheathing is handled as unforeseen conditions.

In building 3004 there is BOTH plywood roof decking AND nailable rigid insulation, with the nailable rigid insulation laid over the plywood roof decking. Nailable insulation is to remain. The thickness of the nailable portion of the rigid insulation system is unknown and needs to be field verified during demolition. If the clay roof tile manufacturer requires a thicker substrate or different material substrate than what is existing, the base bid shall accommodate new sheathing to be installed over the nailable insulation system to meet manufacturer requirements.

Specification 07 32 13 is being revised as part of Addendum 1 to clarify design intent is for new roofing underlayment to be self-adhering underlayment or approved equal, not felt.

L-6

AE111 Note 2 /

AR101

Keynote RO2

Note requires replacing up to 10 additional cracked/chipped clay tiles identified by the VA COR during construction.

Provide locations/conditions so bidders can evaluate access, adjacent removal, and matching on a common basis; if locations cannot be identified prior to award, confirm the pricing basis. Confirm quantities above 10 are treated as an unforeseen condition.

Location for 10 cracked/chipped tiles is hatched on the roof plan and noted could be elsewhere on building 3W01 Irrigation Pump House roof where deemed necessary to replace by the VA. Due to the small scale of the roof and the noted roof height in the drawings, base bid shall assume most costliest location for the additional repairs up to and including 10 tiles. All new tiles for this roof are to match existing. Quantities above 10 are to be treated as an unforeseen condition.

L-7

07 32 13;

3W01-AE111

May the 300–400 salvaged tiles be used for the 3W01 repairs?

No, the 300-400 salvaged tiles have been requested to be additional stock for the VA’s own use. At the approval of the VA ONLY, if there are additional tiles in like-new condition above and beyond the 300-400 salvaged tiles from Building 2101 that are an exact match to those needing to be replaced on 3W01, those may be used rather than discarded. This shall not be assumed to be approved until the VA is able to confirm the removed tiles are an acceptable replacement/match.

L-8

07 32 13 Does the new tile color need Section 106 / SHPO approval before ordering? If so, how long should bidders allow?

Color, style, and size of all new and/or replacement tiles must match the color of existing being replaced. Section 106/SHPO approval is not required prior to ordering.

L-9

AE111 (demo)

Confirm whether only the specifically depicted roof/demo work is required and no concealed/additional FCA corrective work is implied by "incidental work."

No additional FCA corrective work is expected other than what is shown, noted, keynoted and specified.

Where a system is shown for replacement, the entire system is included in scope. For example, fasteners or other attachment devices necessary to attach clay roof tiles to a roof substrate is included in the base bid and incidental. Keynotes specifically address items included or not included, such as underlayment and sheathing.

M. Rostrum, Structural & Seismic

M-1

4101-AE111

FL8.1/FL8.2; AE201

EL3/EL5; 05 03 85; 4001-

S-101

Coating conflict on metalwork: AE111 = Kem Kromik primer + water-based alkyd urethane; AE201 = epoxy primer; 05 03 85 = acrylic. Which governs?

The material finishes for the Rostrum handrail and guardrail noted in the Material Schedule is correct. Keynote referencing epoxy will be revised to remove the epoxy reference in Addendum 1, reissued sheet 4101-AE201. Specification 05 03 85 will be revised in Addendum 1 to refer to the Material Schedule in the drawings for primer and paint type.

M-2

4101-AE111 FL8.1/EL3;

05 03 85

FL8.1/EL3 limit heat welding to 8 LF per railing; 05 03 85 says repair all failed welds. Is 8 LF a cap with extra welding as a change?

Each of the (2) railings is under 8’ long, including the portions of railing that extends beyond the bottom post. This may require welding repair connections at both sides of the handrail to properly repair, resulting in 16 LF or more per railing. Follow the requirements in the specifications. The design intent is for a fully repaired handrail as part of the scope of work.

M-3

4101-AE111; 4001-S-101

Architectural calls for an integrally colored slab with densifier; Structural says color-match existing on a 9" slab. Which governs?

Concrete slab on grade shall match existing color. This color shall be integrally colored concrete, added to the mix itself.

Densifier is still required to be applied. See concrete spec 033053 for more information.

M-4 4001-S-101; 4101 sheets Confirm 4001-S-101 and the 4101 sheets are the same structure.

This is correct. On 4001-S-101 the building # is described as 4101 in the title block.

M-5

S-001; S-001 vs. M001;

13 05 41

Governing seismic criteria: S-001 uses IBC 2024 / ASCE 7-22 (SDC C, Sds 0.35);

M001 references 2019 CBC / ASCE 7-10.

Confirm the governing code and seismic criteria for MEP work and the extent of engineered restraints for new and retained equipment.

S-001 shall govern and IBC2024 / ASCE 7-22 shall govern. See S-001 for seismic loads and see deferred submittal schedule notes on S-001 for bracing requirements of MEP work.

M-6

13 05 41, 1.3; 13 05

41.10; FA401

13 05 41 requires Special Seismic Certification / PE-stamped delegated design, but scheduled equipment is residential-grade (Mitsubishi GS12 mini-splits, swamp cooler, wall racks). What Ip applies per discipline? If Ip = 1.0, confirm ASCE 7 §13.1.4 exemptions apply and certification is not required.

This site is SDC C. Ip = 1.0 for all items as there is no critical or essential functions of the equipment. ASCE 7 – 13.1.4 states mechanical and electrical components in SDC C are exempt if:

1. The component Importance Factor, 𝐼𝐼𝑝𝑝, is equal to 1.0 and the component is positively attached to the structure; or

2. The component weighs 20 lb(89 N) or less or, in the case of a distributed system, 5 lb⁄ft(73 N⁄m) or less.

If both criteria are met, then the exemption applies and certification is not required.

N. Fuel Tank & Mechanical Controls

N-1

CS102 Keynote 2;

CS502 Detail 11;

23 13 23, 1.1.A.1;

3003-E-501

23 13 23 calls for a 1,000-gal dual-compartment (diesel/gasoline) AST with integral dispensing, but no mechanical sheet shows the tank, piping, dispenser, venting, or details. Provide tank location/size, pad/bollard details, and the electrical feed (circuits, conduit route, emergency shutoff). Are the 3003-E-501 fuel-pump circuits new or existing? Is an existing tank to be removed/disposed? Who handles TCEQ registration? (23 13 23 cites "32 30 00" for bollards, not in the book.)

Existing tank is to be removed and properly disposed of offsite. New tank will be installed on existing pad. Goal is to remove and replace without disrupting the existing concrete pad and bollards.

Contractor is responsible for handling the TCEQ registration so please bid accordingly.

N-2

23 09 23; 23 81 23; M601

23 09 23 describes an existing Siemens DDC system, three unselected integration options, a networked DDC with server/software/ECC, and a separately hired Control System Integrator — but drawings show only two mini-splits and a swamp cooler with local controls, no points list/sequences. Confirm whether 23 09 23 applies; if BAS integration is required, which option and what is the points list? Does 23 81 23 apply to the mini-splits serving telecom rooms?

Use the option to update the existing system. Replace the existing swamp cooler controls with installation of new equipment. Mini Splits to operate as stand alone.

O. IT / Technology, Security & Fire Alarm

O-1

T300/T301;

T500/T501; T600;

2101-AD111 DP11;

T000

IT equipment split: Racks show a "GFGI Network Switch" alongside a Contractor-furnished Cisco 5500 PoE switch (SC-NS-1 listed as both 8-port and 48 RJ-45), Contractor-sized APC UPS, and APC PDUs, with no Div 27 section for active electronics. Confirm which switches, routers, firewalls, and voice equipment VA OIT furnishes/configures vs. Contractor. What spec and port count govern SC-NS-1? Is a stand-alone security switch acceptable to VA OIT?

There are two (2) network systems. GFGI network to support voice and data. Security network to support video surveillance, access control and intrusion.

Contractor is reponsible to provide network switches for the security network as shown on the contract documents. The security system is a stand alone system

O-2

T000; Technology drawings

Technology drawings require removal of existing low-voltage cabling/devices "back to source" and reconfiguration of telecom equipment in the Admin and Maintenance Buildings. Identify existing source/termination points and which VA/OIT equipment is removed, salvaged, relocated, reused, or replaced, and the specs governing transition/maintenance of existing services.

Source points are located in the following buldings

Admin building – Basement refer to drawing 2101-

TD101.

Maintenace Building refer to drawing 3003-TD111

O-3

T000; Technology drawings

Identify the division of responsibility between Contractor and VA OIT for furnishing, removing, relocating, reconnecting, programming, testing, and commissioning telecom/network equipment (GFGI vs. CFCI).

VA OIT is responsible for all telephone and network equipment. Contractor is responsible for all security network equipment as identified on the contract documents.

O-4

T000 Outside Plant Notes 4/6

Will VA OIT handle equipment relocation and cutover, and on what schedule? Who relocates/extends the carrier fiber/copper entrance?

VA OIT is responsible for relocation of telecom and network equipment. Contractor shall coordinate with VA OIT on when equipment will be relocated.

Service…