Sol_140P2020R0158_Amd_0002.pdf

PDF 621 KB Posted

Attached to
CRLA 198641 - Correct Structural Deficiencies & St Federal contract opportunity
Solicitation number
140P2020R0158
Issued by
Department of the Interior National Park Service National Office

About this file

This document provides an amendment to a solicitation for structural deficiencies corrections and stabilization of a steel visitor center. The purpose of the amendment is to provide questions and answers from a pre-proposal site visit, and extend the proposal response date from April 19, 2021 to April 28, 2021. The amendment allows for non-AISC certified fabricators and erectors if special inspection requirements are met. The management approach factor narrative page limit is increased from two to four pages to allow proposers to fully address the evaluation criteria. Clarification is provided that full work on the steel visitor center can begin upon notice to proceed as the planned temporary visitor center installation will be delayed. Proposers should still include pricing for the optional temporary visitor center. The total contract period remains 460 calendar days from notice to proceed.

View the file

Other files for this federal contract opportunity

Other files attached to CRLA 198641 - Correct Structural Deficiencies & St, newest first.
File Type Posted
Sol_140P2020R0158_Amd_0003.pdf PDF
B08_Attach 1-A TVC Spec Vol 4_20Nov2020_Rev20_Apr2021_Div 3-5-6-7_0003.pdf PDF
Sol_140P2020R0158_Amd_0001.pdf PDF
B08_Attach 5B3 PriceSched-Vol 2.xlsx XLSX spreadsheet
B08_Attach 5A3 ProposedEquals-Vol 1.pdf PDF
B08_Attach 5A2 PastPerf-Vol 1.docx DOCX document
B08_Attach 3 Exhibit 4 Dwg_Emergency Repair of Roof_2011.pdf PDF
B08_Attach 3 Report 8_Crater Lake VC Discovery Demo.pdf PDF
B08_Attach 5B1 SF1442-Vol 2 140P2020R0158.pdf PDF
B08_Attach 5A4 HazMatls-Vol 1.pdf PDF
B08_Attach 5A1_ProjExpQuest-Vol 1.pdf PDF
B08_Attach 3 Report 9_NPS Uniguide Standard for Road Signs_TVC sheet C2.0.pdf PDF
B08_Attach 3 Report 7_Discovery Demolition Observations Report.pdf PDF
B08_Attach 1 Specs_CRLA Final CD Div 2-12.pdf PDF
B08_Attach 3 Report 4_Condition Assessment Historic Masonry.pdf PDF
B08_Attach 3 Exhibit 5 Dwg_Second Floor Shoring Plan_as-built_S3.0_2011.pdf PDF
B08_Attach 3 Report 2_Hazmat Survey.pdf PDF
B08_Attach 5A_PropSubPkg TOC.pdf PDF
B08_Attach 5B6 GeneralRef-Vol 2.pdf PDF
B08_Attach 5B7 SubKPlanForm-Vol 2.doc DOC document
B08_Attach 5B4 SF24 BidBonds-Vol 2.pdf PDF
B08_Attach 4 WageDetermin-Building OR20210040_20210212.pdf PDF
B08_Attach 3 Report 6_Historic Structure Report.pdf PDF
B08_Attach 3 Report 5_Mortar Evaluation.pdf PDF
B08_Attach 3 Report 3_Assessment of Structural Stone at Steel Visitor Center.pdf PDF
B08_Attach 3 Report 1_Subsurface Exploration and Foundation Recommendations.pdf PDF
B08_Attach 3 Exhibit 3 Dwg_Renovation of Ranger Dorm No 2_1990.pdf PDF
B08_Attach 3 Exhibit 2 Dwg_Crater Lake National Park Wash Room 1935 dwg.pdf PDF
B08_Attach 3 Exhibit 1 Dwg_Crater Lake National Park Dormitory 1932 dwgs.pdf PDF
B08_Attach 2 Rev_Dwgs_Temp VC_CRLA_FINAL SET.pdf PDF
B08_Attach 2 Dwgs_Steel VC_CRLA_FINAL SET.pdf PDF
B08_Attach 1 Specs_CRLA Final CD Div 21-33.pdf PDF
B08_Attach 1 Rev_Specs_CRLA Final CD Div 1.pdf PDF
B08_Attach 1 Rev_Specs_CRLA Final CD Temp VC vol 4.pdf PDF
Sol_140P2020R0158.pdf PDF
Show all 35

On GovTribe

Work with this file on GovTribe

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

(x)

140P2020R0158 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

DSC

Denver CO 80225-0287 P.O. Box 25287 12795 W. Alameda Pkwy DOI, NPS, DSC Contracting Services

PDS

Denver CO 80225-0287 P.O. Box 25287 12795 W. Alameda Pkwy NPS, DSC Contracting Services Div

CRLA 19864103/19/20210002

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

03/19/2021

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.

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

The purpose of this amendment is to provide questions and answer, and post the site visit attendee list. Additionally the response date is extended to April 28, 2021 2:00pm MT.

Legacy Doc #: NPS

Period of Performance: 05/01/2021 to 07/31/2022

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)

Todd Stackhouse

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 .

CRLA 198641: Solicitation 140P2020R0158, Correct Structural Deficiencies Steel Visitor Center Amendment 0002

1) The purpose of this Amendment is to provide the pre-proposal site visit attendance log held March

31, 2021 and provide responses to questions. (see attached attendance log).

2) In addition, this Amendment extends the proposal response (due) date from Monday, April 19, 2021

1400 hours MT to Wednesday, April 28, 2021 1400 hours MT.

3) Responses to Questions:

QUESTION 1:

On the Steel Visitor Center – the specifications call for AISC certified fabricators as well as installers. Section 05-12-00 (Structural Steel Framing) – 1.7A calls out for an AISC certified fabricator and 1.7B calls out for an AISC certified erector. There are a few fabricators in the region with AISC certs and although this requirement can be met – the specification requirement normally drives up the fabrication costs by 10%-20% (due to the limited competition of the certified firms).

The AISC requirement for the installer is a much bigger issue. There is currently only 1 AISC certified installer in the State of Oregon and they don’t have a presence in the federal construction market. We likely will receive no bids for steel erection if the current specification 1.7B AISC certification is upheld. Furthermore, due to COVID – AISC isn’t performing shop inspections or audits and is only providing assessments remotely so their presence with regards to this project is negligible and certifying new firms is suspended thru this pandemic. Oregon simply doesn’t have the AISC certified erection firms that other regions of the country may have.

DSL has over a dozen certified welders that meet the individual welding certification spec required under 05-12-00 1.7D so the end-product will still meet all required welding procedures, inspections, and approvals. We request that the AISC requirements noted in 05-12-00 be reconsidered – and that the requirement for an AISC certified erector be waived.

RESPONSE 1:

• A non-AISC-certified steel fabricator may be used only if the fabricator/general contractor provides on-site special inspection for fabrication performed in the shop meeting the requirements noted in the Contract Documents for field fabrication.

• The non-AISC-certified fabricator must also follow the requirements listed in Chapter 1 and Chapter 2 of AISC 207-16 Certification Standard for Steel Fabrication and Erection for all fabricated structural steel on the project.

• A non-AISC- certified steel erector may be used, provided that the erector follows the requirements listed in Chapter 1 and Chapter 5 of AISC 207-16 Certification Standard for Steel Fabrication and Erection for all erected structural steel on the project.

QUESTION 2:

In regard to the Technical Proposal, Factor 5, Management Approach:

The requested narrative for this factor does not seem to include the same criteria as listed in the evaluation of the factor.

Do we need to address all of the items shown in the evaluation factor 5, i.e. cost control, org chart, roles and responsibilities, and etc.? if so, will you increase the page limit to include this data?

FACTOR 5 – MANAGEMENT APPROACH page 51 of 56 Management Approach is organizational structure and business processes to manage, control, and oversee your firm's operations. Submit a written narrative limited to 2 pages describing your management approach to the specific aspects below. Additional pages will not be evaluated. Pictures can be included and will count towards the page limitation. There is no preprinted form for this submittal.

• Construction at remote sites with difficult access, in extreme environmental conditions (high alpine area with heavy snowfall), wintertime operations (snow removal) under limited construction seasons similar to the scope, magnitude, and complexity of this solicitation.

EVALUATION FACTOR (Page 55 of 56)

FACTOR 5 – MANAGEMENT APPROACH: Management approaches demonstrating (1) sound management practices and business processes; (2) effective cost and quality control; and (3) clear corporate and project team commitment, hierarchy and lines of communication, roles, responsibilities, and relationships present lower levels of risk and will be more favorably rated.

Plans not demonstrating these attributes present higher levels of risk and will be less favorably rated.

RESPONSE 2:

The page limit shall be increased in Section L on page 51 of 56 for FACTOR 5 - MANAGEMENT APPROACH to four (4) pages.

Question 3:

We have a multi-part question on work sequence and project duration.

Question 3A: 011100-Summary of Work section 1.3 states 460 calendar days from NTP for project completion. Same section also states Phase 1 TVC is to be in place before work can start at Steel. There is a note that the Park has elected to postpone the start of that work until late summer 2021. With that work slated to start in late summer and the amount of exterior work required, that basically nullifies exterior work on Steel during the first summer window. Part B under 1.3 states partial NTP can be granted for work on submittals on the modular. So would partial NTP start the 460 calendar day requirement or full NTP?

Question 3B: Also, is there any work the Park would allow us to complete on Steel prior to TVC being in place? Both of these impacts how the work is bid and creating the proposal schedule due to weather and how many summer windows we’ll have at Steel.

Question 3C: Also, the 460 days in section 011100 is 4 days more than the 456 days stated in the solicitation on form 1442 and under section 52.211-10.

Response 3:

• The original plan was to get the TVC in place before work began on the Steel VC. After seeing the impacts of COVID and closures, the park has elected to delay the TVC and find an alternate place in the park to handle the visitor services during the construction season of 2021.

• The Steel VC construction can begin as soon as the NTP is issued. It will not impact the 2021 construction season.

• The park is still interested to price the TVC. The intention is to either install it by the end of the summer of 2021 (if the demand is high for it) or the following spring to use it during the 2022 construction season. The CLIN for both the TVC and the possible snow roof (snow roof won't be needed if the TVC is only for one season) have been turned into options to pull it out of the base bid until we know more information.

• Please include the TVC in your pricing and include any assumptions such as duration of TVC rental, etc. Utilize 460 days for total contract period.

File details come from the government source that posted it. Updated .