33330224RF0010014 Amendment 0003.pdf

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Renew Cheetah Conservation Station – Africa Trail (CCS-AT) at the Smithsonian’s National Zoo and Conservation Biology Institute (NZCBI)
Solicitation number
33330224RF0010014
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This document is an amendment to a federal solicitation for the Renew Cheetah Conservation Station - Africa Trail (CCS-AT) project at the Smithsonian Institution's National Zoo and Conservation Biology Institute (NZCBI) in Washington, DC. The project involves mechanical, electrical, and plumbing (MEP) system upgrades, security and building infrastructure improvements, stormwater management and yard renovations, new containment fencing, and pedestrian surface repairs. Key details include a 730-calendar day period of performance, a $10+ million estimated fixed price, and subcontracting goals of 40% small business, 7% small disadvantaged business, 7% women-owned small business, 4% HUBZone small business, 4% veteran-owned small business, and 4% service-disabled veteran-owned small business. The amendment provides responses to 62 questions received as part of a request for information (RFI) process and extends the bid due date to May 16, 2024 at 3:00 PM EST.

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33330224RF0010014 Amendment 0011.pdf PDF
33330224RF0010014 Amendment 0010.pdf PDF
Reference to enclosed document Q REVISED2 bid form R2.xlsx XLSX spreadsheet
Reference to enclosed document K_REVISED bid form excel file.xlsx XLSX spreadsheet
33330224RF0010014 Amendment 0009.pdf PDF
33330224RF0010014 Amendment 0008.pdf PDF
33330224RF0010014 Amendment 0007.pdf PDF
33330224RF0010014 Amendment 0006.pdf PDF
33330224RF0010014 Amendment 0005.pdf PDF
33330224RF0010014 Amendment 0004.pdf PDF
33330224RF0010014 Amendment 0002.pdf PDF
33330224RF0010014 Amendment 0001.pdf PDF
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2023-12-21 PN 2033108 Cheetah Conservation Station - Dwgs FINAL CD_Part1.pdf PDF
2023-12-21 PN 2033108 Cheetah Conservation Station - Dwgs FINAL CD_Part3.pdf PDF
2023-12-21 PN 2033108 Cheetah Conservation Center - Specs Volume 2.pdf PDF
Davis Bacon.pdf PDF
Final 33330224RF0010014 SOL NZP-DC Renew Cheetah Conservation Station.pdf PDF
2024-01-25 PN 2033108 Cheetah Conservation Station - Multi-Year Funding.docx DOCX document
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2024-01-25 PN 2033108 Cheetah Conservation Station - Bid Schedule.xlsx XLSX spreadsheet
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2023-12-21 PN 2033108 Cheetah Conservation Station - Dwgs FINAL CD_Part2.pdf PDF
2023-12-21 PN 2033108 Cheetah Conservation Center - Specs Volume 1.pdf PDF
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(x)

33330224RF0010014

x x

1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE

RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR

OFFER. If by virtue of this amendment you desire to change an offer already submitted , such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

x

OCON

Washington DC 20013-7012 PO Box 37012

MRC 1200

OCON

OCON

Washington DC 20013-7012 PO Box 37012

MRC 1200

SMITHSONIAN INSTITUTION

203310805/02/20240003

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended , by one of the following methods: (a) By completing

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

04/01/2024

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

E. IMPORTANT: Contractor is not is required to sign this document and return __________________ copies to the issuing office.

ORDER NO. IN ITEM 10A.

A.2. Offerors shall acknowledge receipt of all amendments to this solicitation signed and dated and submit with proposal.

Continued ...

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

(Signature of person authorized to sign) (Signature of Contracting Officer)

Thomas Dempsey

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

Previous edition unusable

Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

A. The Solicitation Number cited above, to Renew Cheetah Conservation Station - Africa Trail (CCS-AT) at the Smithsonian's National Zoo and Conservation Biology Institute (NZCBI), located in Washington, DC, is hereby amended as follows:

A.1. Attached hereto and made part of this Amendment Three are SI Responses to RFI's for Questions Number 6 to 62. (additional RFI's will be posted soon)

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

2 16

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

33330224RF0010014/0003

B. THE BID DUE DATE IS MAY 16, 2024, AT 3 PM EST.

Except as provided herein, all other provisions, terms and conditions of the Solicitation remain unchanged.

END OF AMENDMENT THREE

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

DATE UPDATED: 05/02/2024

Renew Cheetah Conservation Station (CSS) - Africa Trail - Pre Bid RFI Tracker RFI # Company Name RFI RFI Answer 1 Grunley 1. Section L.3. Past Performance requires three projects of similar size and scope, and indicates that, “projects should demonstrate experience working in: an operating urban campus; constrained sites with limited laydown area, and; adjacency to public areas and animal habitats.” Please confirm that the three projects can be adjacent to public areas and/or animal habitats.

Three projects can be adjacent to public areas and/or animal habitats. Higher consideration will be given to projects adjacent to public areas and animal habitats.

2 Abacus Sports I just left you a message regarding the Cheetah project that is out to bid. Your specs and finish schedule call for our Padenpor DLX, but spec seems to be written around a Stonehard product with using Stonclad epoxies and mortars. It reads like the specification have been mixed together. Which product do you want for these floors ((FLR – 2). Assuming you do want our floor, what thickness do you want?

Please see attached our flooring spec. Padenpor is available in different thicknesses.

Please note the two specs and BOD for each:

1) RESINOUS FLOOR SYSTEM BASIS OF DESIGN STONEHARD STONE CLAD GR, Spec 09 6723

2) RESILIENT FLOORING BOD ABACUS PADENPOR DLX™ – 9/16" CUSHIONED ZOO FLOORING, Spec 09 See sheet A501DT for details

3 WM Schlosser 1.Spec Sec on 051200 Structural Steel Framing (part 1.06-D) calls for “A qualified steel fabricator that is accredited by the International Accreditation Service (IAS) Fabricator Inspection Program for Structural Steel”. Since most local fabricators do not have this IAS accreditation, can this requirement be waived? If not, can you add “or AISC Certified Fabricator Category BU” to this requirement?

IAS and AISC BU certified fabricators are acceptable

It is acceptable to lower the requirements to include AISC Certified Fabricator Category BU (Building Fabricator). - AE / McM

4 Whiting Turner Executive Order (EO) 14603 indicates that all federal projects valued at $35 million and above will require a project labor agreement (PLA) unless a federal contracting agency expressly grants an exception. As the expected project value is under this limit, please confirm if a project labor agreement will be required on this project.

Until further notice, PLA is not required

5 Whiting Turner Based on the technical nature and specialty aspects the project includes, is a bid extension anticipated?

At this time an extension is not being issued

6 Whiting Turner Please clarify if CAD files, or the project model can be shared for use in the RFP submission.

CAD files will be shared with the awarded GC. Please note that BIM was not a requirement for the AE to use during document production so the drawings were created using a multitude of software’s including Revit (BIM) and AutoCAD. All bidders should assume 2D CAD only.

7 Whiting Turner Referencing the solicitation, Section L, 52.244-S0013 Subcontractors, Item (b) (1) (Page 149 of 183) notes subcontractors must be named (10) days after subcontract execution. This seems to contradict Section L, 2. Key Personnel and Subcontractors (Page 177 of 183) where it notes the submission of major subcontractors to include organization plans, resumes, past projects ,etc. Please confirm if subcontractors may be named following success award and are not required to be named as part of the bid submission process.

Subcontractors are required to be named as part of the bid submission process.

8 Whiting Turner Referencing the solicitation, the FUNDING INCREMENT portion lists “Testing and Commissioning” as a cost line item (Page 14 of 183). Please define this line item as an independent commissioning consultant will be held by Smithsonian as outlined in specification section 01 9113, 1.1 A

Confirmed Smithsonian will provide an independent commissioning consultant, but the does not diminish the contractor's contract requirements for prefunctional testing and operational verifications.

9 Whiting Turner Referencing the solicitation, Section L, L.3. 52.216-1 Type of Contract notes a Firm Fixed Price contact will be utilized but does not clarify contact type. Can a sample contact be provided for review?

This is a Firm Fixed Price Contract. Reference Federal Acquisition Regulations (FAR) Part 16 Types of Contracts, specifically FAR 16.202. A sample will not be provided.

10 Whiting Turner Referencing the solicitation, Section C (Page 15 of 183) notes schedule duration of 730 calendar days from Notice to Proceed (NTP) and reference target schedule dates.

Schedule requirements per Specification Section 010000 is reference under L.29.1.A of the solicitation (page 175/183) but does not provide any information on schedule milestones.

a.Please verify the an cipated No ce to Proceed for the project.

b.Please provide a schedule outline including a NTP, phases of work, target dates/milestones and required substantial completion and required completion dates.

c.Please clarify any work constraints through the years of the project.

In response to several questions:

SI Milestones - After the contract is awarded SI will work with the contractor identifying tasks to be tracked to measure progress. This project is not phased with a NTP date, contract duration, completion date with multi year funding.

a) October 2024

b) This is a contractor requirement that incorporates means and methods.

c) Multi-Year Funding

11 Whiting Turner Please confirm a cost loaded schedule is required per 1.3.B of specification section 013200.

Confirmed

12 Whiting Turner In Specification Section 01 1000 1.6.B work hours are listed as 6:00 AM – 6:00 PM. In Specification Section 01 1000 1.7 C, normal work hours are referenced at 6:00 AM- 2:30 PM. Please clarify.

As project requirements change work hours can be adjusted with coordination with the COTR. For this project noise concerns with our adjoining residents has often limited the work hours.

13 Whiting Turner Referencing the solicitation, Section L.31. 52.219-S0097 outlines the Small Business Subcontracting Plan (page 179/183). Please clarify if the Small Business and Small Disadvantaged Business Subcontracting Plan shall be submitted as part of the overall proposal, or submitted by the successful bidder following subcontractor naming (see question #5).

Small Business Subcontracting Plan will be submitted by the successful bidder. See contract clause 52.219-S0097(b) on p. 179.

14 Whiting Turner Referencing the Solicitation, Section F, 52.211-S0025 , (c ), (4), (iii) (Page 21 of 183) references defined allowances for normal inclement weather. Please define the weather allowance to be carried in the contract schedule.

If there are abnormal inclement weather, such as rain, snow or extreme temperature, a time extension may be provided.

15 Whiting Turner Referencing the solicitation, Section H, 52.236-S0030 Availability and Use of Utility Services (Page 28 of 183) and Section H, 52.236-14 (page 116 of 183) please confirm utility consumption on the project will be by The Government.

Confirmed, contingent on the contractor implementing basic energy conservation measures.

16 Whiting Turner Referencing the solicitation, Section L 31. 52.219-S0097 outlines goals of 40% SBE of which includes 7% SDB, 7% WOSB, 4% HubSB, 4% VOSB, and 4 % SDV (page 179 of 183). Section L.4. 52.222-23 notes 28% minority participate and 6.9% female participation (Page 168 of 183). Please clarify if both requirements are correct, and if participation can count for multiple requirements.

Both requirements apply. Participation can count for multiple requirements.

17 Whiting Turner Please clarify if the intent is for field offices to be place w/in the site/Limits of Disturbance, or if an area would be provided outside the LOD. In addition, please clarify if space will be provided outside the LOD for staging and storage of materials.

All field offices and project's operational requirements are required to be place within the site's Limits of Disturbance.

No additional space will be provided outside the LOD for staging and storage of materials.

18 Whiting Turner Specification section 01 1000, 1.6.F outlines traffic control requirements. These requirements include providing one traffic control professional at “each unlocked project vehicle/staff entrance during construction operating hours. It is assumed the “Gate Entrance” outlined on C140 is the sole entry point to the project. Please clarify if additional entry points are required which would require controlled supervision.

All Contractor's project entry pointes will be proposed by the contractor on the Site Utilization Plan submission and approved by COTR.

The Smithsonian is not requiring any project entry points..

19 Whiting Turner Specification section 01 1000 1.7.A.3 notes onsite contractor parking may be arranged in off-season operations. Can timing and costs of this option be shared for bid purposes?

CONTRACTOR PARKING

1. SI will provide one (1) hang tag permit for one (1) parking space for one (1) registered company vehicle to be parked in Lot C at no cost to the contractor. This vehicle must be clearly marked with a company name and/or logo. The hang tag must be hung from the vehicle’s rear-view mirror in clear view. Employee should use a SI issued Contractor’s Badge for daily lot access.

2. With 48 hours prior notice, the Contractor may request for one (1) vehicle, registered to the company, with identifiable signage to park in the gravel parking lot which is adjacent to Lot C at no cost.

3 Upon request SI will provide up to 15 hang tags on a monthly basis for parking spaces for the contractor’s personal vehicles. To obtain the hang tags the contractor must pay in advance with one company check, at rate of $15 per working day. Issued hang tags must be hung from the vehicle’s rear-view mirror in clear view. The exact location of the on-campus parking will be determined NZCBI Park Management on a monthly basis.

4 General Parking is available at $30 per day. For arrivals prior to 8:00 AM a parking pass must be purchased online a minimum of one day in advance. After 8:00 AM payments are to me made to parking attendants in the vehicle check-in lot bus lot. Early arrival parking vouchers must be to be printed and displayed in the windshield for identification.

5 All Vehicles not in compliance with NZCBI Parking Requirements are subject to ticketing and towing by the Smithsonian Police. All costs associated with parking violations shall be the sole responsibility of the Contractor’s personnel.

20 Whiting Turner Please verify not Federal, State or Local Taxes are to be included in the bid amount per Section I, “52.229-3 Federal, State, and Local Taxes” (page 104 of 183) of the bid solicitation.

Total contract price, including applicable taxes, are to be included in the bid amount.

21 Whiting Turner Please verify the “Data Capture (Laser Scan) requirement per specification section 013233.1.3.D is applicable to this project and costs should be carried for the services.

Confirmed, Data Capture (Laser Scan) is required for this project. Scans are required during rough-in, prior to close-in, and at project completion.

22 Whiting Turner Building on temporary utilities noted in Specification Section 01 5000, please verify usage fees of temporary utilizes including gas, water, electricity, discharge are NOT to be included in the bid, and are by Smithsonian.

Confirmed there are no temporary utility usage fees , contingent on the contractor implementing basic energy conservation measures.

23 Whiting Turner Specification Section 015639 1.03.C notes an arborist may be carried by the contractor or COTR at the COTR’s discretion. Please confirm an arborist shall not be carried by the general contractor or provide an outline of timing and services for the bid.

Yes providing a project certified arborist is to be provided by the contractor as required.

24 WM Schlosser Is a bid bond required to be submitted with the bid? Bid bond is not required with the bid. Reference contract clause 52.228-S0014R.

25 WM Schlosser What are the liquidated damages? Liquidated damages does not apply

26 Consigli Is this a Taxable project or Permanent Materials are exempt from sales tax?

Drawing / spec reference: RFP

Taxable Project

27 Consigli Please provide a geotechnical report for this project if available.

Drawing / spec reference: Spec. 01 1000-3 (2.3 bullet item 4).

Geo tech report is not available at this time as it is a work in progress. It will be share with the awarded general contractor

28 Consigli Please provide as-built documentation of existing structures and infrastructures.

Drawing / spec reference: Spec. 01 1000-3 (2.3 bullet item 4).

Refer to demo drawing for most accurate information on existing conditions

29 Consigli Please clarify that the control and management of access gate entrance off North Road will be the responsibility of the General Contractor throughout the construction period. SI will have no use for the gate during the 730 calendar days."

Drawing / spec reference: General / RFP/C140

Control and management of access gate entrance off the North Road will be the sole responsibility of the General Contractor throughout the construction period.

SI personnel will not require any daily operational site access to or thru the job site. SI reserves the right to access the job site at any time.

30 Consigli Please provide the 3D model of the design if available.

Drawing / spec reference: General

Refer to answer #6 above

31 Consigli Due to the technical complexity and specialized nature of certain aspects of the project, Also in few cases a limited number of suppliers/installers, including some niche scope items, Bidders must submit substitute qualifiers at least 14 days before the bid opening. Could SI consider revising the timeline for substitute qualifier submissions to occur after the NTP? Alternatively, should we anticipate a bid extension?

Drawing / spec reference: General / Spec. 03 21 00 (1.5.G)/05 59 64 (1.3.A)

Confirmed bidders must submit substitute qualifiers at least 14 days before the bid opening.

In the event of a bid time extension the contractor's will be notified

32 Consigli The specifications have provided a list of prequalified fabricators and installers for the caging scope components. It's noted that if contractors are not listed, they must have a minimum of ten (10) years' experience in metalwork of this type, along with at least three (3) similar projects involving animal containment. Companies seeking consideration should submit written and photographic evidence of previously completed projects.

Given the interest from other local subcontractors in this scope, could you please provide guidance and clarification on the timeline for requesting consideration.

Drawing / spec reference: General /05 59 64 (1.3.A and 2.2A)

Three workdays for SI's review from the time of the submission to confirm acceptable proposed candidates.

33 Consigli Plan sheet AD101, KeyNote #0204, specifies the removal, storage, and reinstallation of sheds according to CORT directions. Please provide the storage/salvage location for the sheds, as well as some datasheets/as-built documents for the existing sheds.

Drawing / spec reference: AD101

Sheds will be moved from the site by SI prior to the start of construction. Moving these sheds is not in contract of the awarded General Contractor

34 Consigli Upon receipt of the notice of award, are there any deliverables or requirements that would be owed prior to receiving the notice to proceed?

Drawing / spec reference: RFP

100% payment and performance bonds and certificate of insurance are required prior to the issuance of the Notice to Proceed.

35 Consigli Which areas will the existing boulders be reset, and where will they be stored until required installation?

Drawing / spec reference:

MMM- If the contractor can not store them within the Job Site NZP will provide a temporary site with the NZP Campus Grounds.

36 Consigli Regarding existing 10' WRF and sliding gate - are they intended to remain in place during construction?

Drawing / spec reference: C-110CD, C-111CD, Yes

37 Consigli Regarding the existing sliding gate: Will the 10-foot tall sliding gate remains open during construction, while the construction entrance gate is managed by the General Contractor for the work?

Drawing / spec reference: C-110CD, C-111CD, Correct - SI is willing to discuss other operational procedures for the existing gate's operation and fulling securing to work site on and off hours. For Example Gate placed in a Manual Mode or having the Contractor's Posted Guard with a gate operation Badge

38 Consigli The pedestrian egress outside the LOD in conjunction with the Construction Gate and the 10-foot Sliding Gate is undefined and unclear. How is SI planning to facilitate public access from Parking Lot A to the asphalt walks outside of the LOD leading to the SI Zoo?

Drawing / spec reference: C-110CD, C-111CD, C-140CSC, C-141CSC

Please review the enclosed site utilization plan.

Public will not be able to enter the limits of construction's exclusion barriers.

39 Consigli On sheet C-141CSC, the design of the 6' chain-link fence aims to restrict public access to the northwest and west sides of the CCS site (specifically S8, S1, and part of S2 yards). Can the SI make a modification to the layout of the 6' chain-link fence to completely block off the entire asphalt walk for enhanced public safety and to optimize construction and public flow around the site? This could, possibly, involve relocating the 6' CLF to the outer edge of the asphalt walk in the NW and west directions.

Drawing / spec reference: C-110CD, C-111CD, C-140CSC, C-141CSC

Reference to enclosed document "A"

40 Grunley Section 011000 requires both a Traffic Safety Officer and Flaggers. Can the Traffic Safety Officer also be a Flagger or does this need to be a separate full time person?

If the individual meets the requirements and work load of both positions, yes this can be the same person.

41 Grunley Please clarify how many full time flaggers are required? Minimum of one per open access point at all times. Contractor shall determine staffing levels based upon work flow and safe operations for this difficult project access point.

42 Grunley The Safety Manager is listed as a key personnel. Does this person need to be on site full time?

No, but a minimum of weekly documented visits.

43 Grunley Please consider a week extension to the RFI submission deadline. Contractor will be officially notified in the event of a time extension.

44 Grunley The Factor 2 - Key Personnel and Subcontractors requirements identifies Commissioning as one of the elements of work to name a subcontractor for. The commissioning section states that Smithsonian will be hiring the Commissioning Agent. Please confirm that the commissioning element of work may be deleted.

Refer to answer #8 above

45 Grunley The Factor 2 - Key Personnel and Subcontractors requirements identifies Structures as one of the elements of work to name a subcontractor for. Structures is inclusive of several subcontractors. Please identify which trades you expect to see named subcontractors for under the Structures heading.

Above ground building structures

46 Grunley Sheet S001FP (VI) and Section 014000 paragraph 1.2.B calls for contractor to be responsible for all tests and inspections, even ones explicitly assigned to the Owner.

Please confirm testing and inspections called out in sections 032100, 055965, 321316 as owner engaged, are to be by contractor.

Confirmed the contractor shall provide all of the project's testing and verification services required within the contract's documents. This statement overrides all other references for "Owner to Provide".

47 Grunley C-150CU shows an electrical ductbank crossing Olmsted Walk which will require trenching. Are there any specific phasing or work hour restrictions when performing this work?

Contractor is required to maintain a 8' wide ADA compliant access walkway to pass thru the work area during the Zoo's open times. Contractor my schedule off hours work as required to complete this task safely.

48 HSU Development Reference: Resinous Flooring Question: Per Specification Section 096723 the approved manufacturers are Stonhard and Abacus Animal Flooring. Will the Smithsonian accept other manufacturers that meet the performance requirements for the Resinous Floors?

Substitutions request must meet the performance requirements of the specs / basis of design product and will be for review and consideration

49 HSU Development Reference: Permits Question: Per Specification Section 013100 – Paragraph 1.3.G.a DC Storm Water Management and Sediment Control Permits will be required. Have these permits been applied for by the Civil Engineer on the Design Team?

Drawings have been submitted for permitting plan review to DOEE for Storm Water Management and Sediment Control permits. This is still processing and will more than likely take a few month before permits are granted. Our goal is to have the permits ready when the awarded GC is selected, but this is unpredictable as we cannot control DOEE processing times

50 HSU Development Reference: Record Drawings Question: Per Specification Section 017839 the awarded GC is to provide electronic files of the Record Drawings. Will the awarded GC be provided with the electronic files of the Design Drawings for preparation of the Record Drawings?

Yes

51 HSU Development Reference: Site Usage Question: Will all the animals be removed from the project site prior to the start of this project?

Yes

52 HSU Development Reference: RFP, Page 177, Section L.29, 2.B – Resumes, “Key personnel include Sr.

Project Manager, Superintendent, CQC Representative, Safety Manager…” Question: Will offerors be permitted to dual-hat key personnel roles?

Yes, but work loads and skill levels are a factor.

53 HSU Development Reference: RFP, Page 178, Section L.29, 3.A – Past Performance, “If possible, identify past projects in the Past Performance Information Retrieval System (PPIRS) by Project Title, Agency Client Name, and PPIRS Contract Number.”

Question: Please confirm that the evaluation team will be using CPARS instead of PPIRS. PPIRS retired on January 15, 2019, and was merged into CPARS.gov.

Correct

54 HSU Development 12.Reference: RFP Page 178, Sec on L.29, 3.A Past Performance, “Provide three projects of similar size and complexity where the Offeror was the Prime Contractor.

Question: Please clarify whether three projects is the maximum number of projects offerors can submit, or if offerors can submit more than three projects.

Contractor is limited three best example project's

55 HSU Development Reference: RFP Page, Section L.29, 3.B, Past Performance, Technical, “Provide a completed Contractor’s Qualifications Statement (AIA Document A-305)”.

Question: Please confirm whether offerors are required to submit Exhibits A – E as part of the AIA 305 form.

Bidders are to submit Exhibits A-E of the AIA 305 Form

56 HSU Development Reference: Parking Question: Please advise if a parking space will be designated for the project superintendent.

Refer to answer #19 above

57 HSU Development Reference: Outer Walkway Closed Question: At the site-walk it was mentioned that a section of the outer visitor walkway will be closed off by SI for the duration of the project. Please confirm/ indicate the limits that will be closed to the public.

Refer to answer #39 above

58 HSU Development Reference: Laydown Question: Is there a designated laydown area for this project?

Not outside of the limits of construction

59 HSU Development Reference: AD-101-FP Note 0204 Question: At the site-walk it was mentioned that these sheds could be stored onsite.

Please confirm.

Refer to answer #33 above

60 Whiting Turner Question: Please clarify if another site visit may be set up for any subcontractors and vendors who were not able to attend.

No, just public areas during the Zoo's Hours

61 Whiting Turner Referencing the solicitation, Section C (Page 15 of 183) notes schedule duration of 730 calendar days from Notice to Proceed (NTP). Please clarify if this duration is for construction or include owner FFE, move-in, etc. leading to opening. If the latter, please provide a layout/timeframe for activities following construction.

All owner's activities will be held off until after the contractor's substantial completion date.

62 Whiting Turner The Davis Bacon wadge rates provided as part of the solicitation do not include power equipment operators (excavator, bulldozer, skid steer, loader, roller, paver, backhoe, sweeper, etc.) or truck drivers (off road truck, on road truck, water truck, tri-axel truck, low boy, etc.). Please provide operator rates for use on the proposal.

Both Davis Bacon Wage Determination DC20240002 (Building) and DC20240001 (Heavy) shall apply.

Prior to Award, the most current version shall apply.

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HOG STALL3G-103

HOG STALL4G-104

KEEPER

SPACEG-106

CHEETAH DEN

1F-101

CHEETAH DEN

2F-102

CHEETAH DEN

3F-103

CHEETAH DEN

4F-104

ZE

BR

A S

TA

LL

D-10

ZE

BR

A S

TA

LL

D-10

ANIMAL

KIT

CHEN

D-10

SIT

AT

UNGA

ST

AL

L 1

A-10

HOG YARD1

HOG YARD2

HOG YARD3

CHEETAH /MATERNITY YARD

ADDAX

ST

AL

L 1

A-10

AD

DAX

ST

AL

L 3 A-1

SIT

AT

UNGA

YA

RD 1

IT

ROOM

INDUST

RIAL

SINK

FR

EE

ZE

R

UNDER

COUNTE

R

REF

ADDAX VULTURE

HABITAT

ZEBRA / OSTRICH /

HABITAT

TO HABITAT

TO HABITAT

ZE

BR

A S

TA

LL

D-10

VULTURE YARD

VULTURE STALL

1B-100-A

VULTURE STALL

2B-100-B

ADDAX/ ZEBRA

STALL1C-101

ADDAX/ ZEBRA

STALL2C-102

ADDAX/ ZEBRA

YARD1

ADDAX/ ZEBRA

YARD2

ADDAX/ ZEBRA

STALL3C-103

ADDAX/ ZEBRA

STALL4C-104

ZEBRA/ OSTRICH

YARD3

ZEBRA/ OSTRICH

STALL5C-106

ZEBRA/ OSTRICH

YARD4

ZEBRA/ OSTRICH

STALL6C-107

ZEBRA/ OSTRICH

STALL7C-108

REF

REF

INDUSTRIAL

GRADE WASHER

BY ZOO

TO

HAB

ITA

T

TO

HAB

ITA

T

TOHABITAT

VULTURE APRON

8"x 8"

DARTIN

G PORT

ACCESS DOOR, TY

P

KUDU

STALL1K-101

KUDU

STALL2K-102

KUDU

STALL3K-103

KUDU

STALL4K-104

CHEETAH YARDE-104

OFF

ICE

E-5

OPE

N

OFF

ICE

E-4

RES

TR

OOM

E-2

E-3

LO

CKE

R

LA

UNDRY / U

TIL

ITY

E-1

FD

FD

SIT

AT

UNGA

YARD 2

SIT

AT

UNGA

ST

AL

L 2

A-1

BO

ILE

R / U

TIL

ITY

A-1

KEEPER

A-1

AD

DAX

ST

AL

L 2 A-1

AN

IMAL

LO

ADING

HOG STALL1G-101

CHEETAH / MATERNITY

ISOLATION DEN

G-105

HOG STALL2G-102

HOG STALL3G-103

HOG STALL4G-104

KEEPER

SPACEG-106

CHEETAH DEN

1F-101

CHEETAH DEN

2F-102

CHEETAH DEN

3F-103

CHEETAH DEN

4F-104

ZE

BR

A S

TA

LL

D-10

ZE

BR

A S

TA

LL

D-10

ANIMAL

KIT

CHEN

D-10

SIT

AT

UNGA

ST

AL

L 1

A-10

HOG YARD1

HOG YARD2

HOG YARD3

CHEETAH /MATERNITY YARD

ADDAX

ST

AL

L 1

A-10

AD

DAX

ST

AL

L 3 A-1

SIT

AT

UNGA

YA

RD 1

IT

ROOM

INDUST

RIAL

SINK

FR

EE

ZE

R

UNDER

COUNTE

R

REF

ADDAX VULTURE

HABITAT

ZEBRA / OSTRICH /

HABITAT

TO HABITAT

TO HABITAT

ZE

BR

A S

TA

LL

D-10

VULTURE YARD

VULTURE STALL

1B-100-A

VULTURE STALL

2B-100-B

ADDAX/ ZEBRA

STALL1C-101

ADDAX/ ZEBRA

STALL2C-102

ADDAX/ ZEBRA

YARD1

ADDAX/ ZEBRA

YARD2

ADDAX/ ZEBRA

STALL3C-103

ADDAX/ ZEBRA

STALL4C-104

ZEBRA/ OSTRICH

YARD3

ZEBRA/ OSTRICH

STALL5C-106

ZEBRA/ OSTRICH

YARD4

ZEBRA/ OSTRICH

STALL6C-107

ZEBRA/ OSTRICH

STALL7C-108

REF

REF

INDUSTRIAL

GRADE WASHER

BY ZOO

TO

HAB

ITA

T

TO

HAB

ITA

T

TOHABITAT

VULTURE APRON

8"x 8"

DARTIN

G PORT

ACCESS DOOR, TY

P

KUDU

STALL1K-101

KUDU

STALL2K-102

KUDU

STALL3K-103

KUDU

STALL4K-104

CHEETAH YARDE-104

OFF

ICE

E-5

OPE

N

OFF

ICE

E-4

RES

TR

OOM

E-2

E-3

LO

CKE

R

LA

UNDRY / U

TIL

ITY

E-1

#8

"EDUCATION &

ADMINISTRATION

BUILDING"

#126

"PANDA RESTROOM"

204205

198199

215216

211212

205206207208209210

210211

1"=1"

1" 2"

1/8"=1'-0"

4' 8' 16'

1"=100'-0"

100' 200'

1/16"=1'-0"

8' 16' 32'

1"=50'-0"

50' 100'

Smithsonian Facilities 600 Maryland Avenue S.W. Suite 5001

Washington, DC 20024-2520

Smithsonian Institution

KEY PLAN

GRAPHIC SCALE(S)

SHEET NO.

OF

PROJECT TITLE

A/E PROJECT NUMBER

ADDRESS

BUILDING NAME

SF PROJECT NUMBER

DRAWING TITLE

WORKING STAFF

STAMP

DATE SUBMISSION

A

B

C

D

E

F

G

H

J

K

L

M

1 2 3 4 5 6 7 8 9 10 11 12

A

B

C

D

E

F

G

H

J

K

L

M

1 2 3 4 5 6 7 8 9 10 11 12

REVISION # DATE REVISION DESCRIPTION

NOT FOR

CONSTRUCTION

TYPE

DRAWN BY

SEQUENCEDISCIPLINE

CHECKED BYDESIGNED BY

DRAWING TYPE

architrave p.c.

:4 :3

P M

RENEW CHEETAH

CONSERVATION

STATION (CCS)

1401.39

RENEW CHEETAH CONSERVATION

STATION (CCS)

2/7/23 100% - CDS

A

B Y

A p p ro ve r E n te r Is su e

D a te

C D S

NZP CHEETAH CONSERVATION

STATION

3001 CONNECTICUT AVENUE,

WASHINGTON DC

NZP CHEETAH

CONSERVATION

STATION

2033108 architrave p.c.

420 10th Str. SE, Washington DC 20003

202.544.1640 architravep.com

Author CheckerDesigner

L-104

MES

ANIMAL BARRIER AND FENCING

LAYOUT

1 04L- LS

ANIMAL BARRIER & FENCING LAYOUT

SCALE = 1/16" = 1'-0"

MCC

SuperakJA Snapshot

AutoCAD SHX Text

SWL

AutoCAD SHX Text

SYL

AutoCAD SHX Text x

AutoCAD SHX Text

FF=223.3

AutoCAD SHX Text T3154

AutoCAD SHX Text 10"

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AutoCAD SHX Text E

AutoCAD SHX Text E

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AutoCAD SHX Text E

AutoCAD SHX Text

EM

AutoCAD SHX Text

MH

AutoCAD SHX Text

SWL

AutoCAD SHX Text

SYL

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text

EO

AutoCAD SHX Text

EO

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EO

AutoCAD SHX Text E

AutoCAD SHX Text x

AutoCAD SHX Text

FF=223.3

AutoCAD SHX Text C

AutoCAD SHX Text

EO

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text

SHED

AutoCAD SHX Text

SHED

AutoCAD SHX Text 44.4

AutoCAD SHX Text 100.9

AutoCAD SHX Text 44.7

AutoCAD SHX Text 11.3

AutoCAD SHX Text 22.3

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text 44.6

AutoCAD SHX Text 12.7

AutoCAD SHX Text 12.7

AutoCAD SHX Text 44.6

AutoCAD SHX Text 49.5

AutoCAD SHX Text 49.5

AutoCAD SHX Text 14.0

AutoCAD SHX Text 14.0

AutoCAD SHX Text 100.9

AutoCAD SHX Text 44.0

AutoCAD SHX Text 44.1

AutoCAD SHX Text 12.7

AutoCAD SHX Text 12.8

AutoCAD SHX Text 12.1

AutoCAD SHX Text 12.1

AutoCAD SHX Text 12.8

AutoCAD SHX Text V

AutoCAD SHX Text V

AutoCAD SHX Text V

AutoCAD SHX Text V

AutoCAD SHX Text 42.3

AutoCAD SHX Text 42.3

AutoCAD SHX Text 15.3

AutoCAD SHX Text 15.3

AutoCAD SHX Text

FENCING H2

AutoCAD SHX Text

FENCING H1

AutoCAD SHX Text

FENCING H3

AutoCAD SHX Text

FENCING H4

AutoCAD SHX Text

FENCING M1

AutoCAD SHX Text

FENCING M2

AutoCAD SHX Text

FENCING M3

AutoCAD SHX Text

FENCING M4

batulabbas 44.6 batulabbas E batulabbas E batulabbas

SHED

batulabbas 44.4 batulabbas 100.9 batulabbas 44.7 batulabbas 11.3 batulabbas 22.3 batulabbas E batulabbas E batulabbas 44.6 batulabbas 12.7 batulabbas 12.7 batulabbas 49.5 batulabbas 49.5 batulabbas 14.0 batulabbas 14.0 batulabbas 100.9 batulabbas 44.0 batulabbas 44.1 batulabbas 12.7 batulabbas 12.8 batulabbas 12.1 batulabbas 12.1 batulabbas 12.8 batulabbas V batulabbas V batulabbas E batulabbas

EO

batulabbas

SHED

batulabbas

FF=223.3

batulabbas C batulabbas E batulabbas E batulabbas E batulabbas

EM

batulabbas

MH

batulabbas

SYL

batulabbas C batulabbas C batulabbas E batulabbas E batulabbas E batulabbas E batulabbas

EO

batulabbas x batulabbas

EO

batulabbas

EO

batulabbas E batulabbas

FENCING M1

batulabbas

FENCING M2

batulabbas

FENCING M3

batulabbas

FENCING M4

batulabbas

FENCING H4

batulabbas

FENCING H3

batulabbas

FENCING H1

batulabbas 15.3 batulabbas 15.3 batulabbas 42.3 batulabbas 42.3 batulabbas V batulabbas V batulabbas Snapshot batulabbas

FENCING H2

SuperakJA Line

SuperakJA Text Box Closed cross walk / demoed

SuperakJA PolyLine

SuperakJA PolyLine

SuperakJA Line

SuperakJA PolyLine

SuperakJA Line

SuperakJA Text Box green = existing fencing

SuperakJA Text Box Contractors Entry Point

SuperakJA Line

SuperakJA Line

SuperakJA Line

SuperakJA Snapshot

SuperakJA Line

SuperakJA Text Box Decorative fence, 6' chain link with cladding and a conservation message applied to it

SuperakJA Text Box Trailer and material lay down to be internal to CCS footprint

SuperakJA Text Box maintain emergency access along Olmstead

SuperakJA Text Box Flag personnel to be used to truck in/out

SuperakJA Line

SuperakJA Single Door

SuperakJA Single Door

SuperakJA Single Door

SuperakJA Snapshot

SuperakJA Text Box Public circulation when CCS and bus lot bollards is under construction

Assume bus lot bollards project will start second week of January 2025, will reopen to public March 15, 2025

SuperakJA PolyLine

SuperakJA PolyLine

SuperakJA Line

SuperakJA Text Box purple line = fencing by GC when both CCS and bus lot bollards is under construction at the same time

SuperakJA Text Box Extents of bus lot bollards project

SuperakJA Text Box pink line = fencing by GC, braced for wind loads

ChanVC Typewriter Document A

CONC. SIDEWALK

ASPHALT

CONC. V DITCH

CONC. SIDEW

ALK

FD

FD

SIT

AT

UNGA

YARD 2

SIT

AT

UNGA

ST

AL

L 2

A-1

BO

ILE

R / U

TIL

ITY

A-1

KEEPER

A-1

AD

DAX

ST

AL

L 2 A-1

AN

IMAL

LO

ADING

HOG STALL1G-101

CHEETAH / MATERNITY

ISOLATION DEN

G-105

HOG STALL2G-102

HOG STALL3G-103

HOG STALL4G-104

KEEPER

SPACEG-106

CHEETAH DEN

1F-101

CHEETAH DEN

2F-102

CHEETAH DEN

3F-103

CHEETAH DEN

4F-104

ZE

BR

A S

TA

LL

D-10

ZE

BR

A S

TA

LL

D-10

ANIMAL

KIT

CHEN

D-10

SIT

AT

UNGA

ST

AL

L 1

A-10

HOG YARD1

HOG YARD2

HOG YARD3

CHEETAH /MATERNITY YARD

ADDAX

ST

AL

L 1

A-10

AD

DAX

ST

AL

L 3 A-1

SIT

AT

UNGA

YA

RD 1

IT

ROOM

INDUST

RIAL

SINK

FR

EE

ZE

R

UNDER

COUNTE

R

REF

ADDAX VULTURE

HABITAT

ZEBRA / OSTRICH /

HABITAT

TO HABITAT

TO HABITAT

ZE

BR

A S

TA

LL

D-10

VULTURE YARD

VULTURE STALL

1B-100-A

VULTURE STALL

2B-100-B

ADDAX/ ZEBRA

STALL1C-101

ADDAX/ ZEBRA

STALL2C-102

ADDAX/ ZEBRA

YARD1

ADDAX/ ZEBRA

YARD2

ADDAX/ ZEBRA

STALL3C-103

ADDAX/ ZEBRA

STALL4C-104

ZEBRA/ OSTRICH

YARD3

ZEBRA/ OSTRICH

STALL5C-106

ZEBRA/ OSTRICH

YARD4

ZEBRA/ OSTRICH

STALL6C-107

ZEBRA/ OSTRICH

STALL7C-108

REF

REF

INDUSTRIAL

GRADE WASHER

BY ZOO

TO

HAB

ITA

T

TO

HAB

ITA

T

TOHABITAT

VULTURE APRON

8"x 8"

DARTIN

G PORT

ACCESS DOOR, TY

P

KUDU

STALL1K-101

KUDU

STALL2K-102

KUDU

STALL3K-103

KUDU

STALL4K-104

CHEETAH YARDE-104

OFF

ICE

E-5

OPE

N

OFF

ICE

E-4

RES

TR

OOM

E-2

E-3

LO

CKE

R

LA

UNDRY / U

TIL

ITY

E-1

FD

FD

SIT

AT

UNGA

YARD 2

SIT

AT

UNGA

ST

AL

L 2

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HOG STALL3G-103

HOG STALL4G-104

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1F-101

CHEETAH DEN

2F-102

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3F-103

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4F-104

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STALL2C-102

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YARD2

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STALL3C-103

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STALL4C-104

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YARD4

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REF

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#8

"EDUCATION &

ADMINISTRATION

BUILDING"

#126

"PANDA RESTROOM"

204205

198199

215216

211212

205206207208209210

210211

1"=1"

1" 2"

1/8"=1'-0"

4' 8' 16'

1"=100'-0"

100' 200'

1/16"=1'-0"

8' 16' 32'

1"=50'-0"

50' 100'

Smithsonian Facilities 600 Maryland Avenue S.W. Suite 5001

Washington, DC 20024-2520

Smithsonian Institution

KEY PLAN

GRAPHIC SCALE(S)

SHEET NO.

OF

PROJECT TITLE

A/E PROJECT NUMBER

ADDRESS

BUILDING NAME

SF PROJECT NUMBER

DRAWING TITLE

WORKING STAFF

STAMP

DATE SUBMISSION

A

B

C

D

E

F

G

H

J

K

L

M

1 2 3 4 5 6 7 8 9 10 11 12

A

B

C

D

E

F

G

H

J

K

L

M

1 2 3 4 5 6 7 8 9 10 11 12

REVISION # DATE REVISION DESCRIPTION

NOT FOR

CONSTRUCTION

TYPE

DRAWN BY

SEQUENCEDISCIPLINE

CHECKED BYDESIGNED BY

DRAWING TYPE

architrave p.c.

:4 :3

P M

RENEW CHEETAH

CONSERVATION

STATION (CCS)

1401.39

RENEW CHEETAH CONSERVATION

STATION (CCS)

2/7/23 100% - CDS

A

B Y

A p p ro ve r E n te r Is su e

D a te

C D S

NZP CHEETAH CONSERVATION

STATION

3001 CONNECTICUT AVENUE,

WASHINGTON DC

NZP CHEETAH

CONSERVATION

STATION

2033108 architrave p.c.

420 10th Str. SE, Washington DC 20003

202.544.1640 architravep.com

Author CheckerDesigner

L-104

MES

ANIMAL BARRIER AND FENCING

LAYOUT

1 04L- LS

ANIMAL BARRIER & FENCING LAYOUT

SCALE = 1/16" = 1'-0"

MCC

SuperakJA Snapshot

AutoCAD SHX Text

SWL

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SYL

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AutoCAD…

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