A001 El Porvenir.pdf

PDF 398 KB Posted

Attached to
NM ERFO FS SNTFE 2022-1(1) El Porvenir Bridge
Solicitation number
6982AF25B000001
Issued by

About this file

This document appears to be Amendment A001 to Solicitation 6982AF25B000001 for the NM ERFO FS SNTFE 2022-1(1) El Porvenir Bridge project.

The key details are:

  • The purpose of the project is to replace a bridge in the Santa Fe National Forest that was destroyed in the Hermits Peak/Calf Canyon fire.
  • The replacement bridge will be a prefabricated steel structure with a 97-foot span and 16-foot width, founded on drilled shafts with a metal decking and concrete topper.
  • The scope also includes removal of an existing low water crossing and realignment of the aggregate surfaced road.
  • The amendment revises certain construction requirements, including that the structural steel must be fabricated at a facility certified under the AISC Quality Certification Program, and the steel erector must be certified under the AISC CSE (Certified Steel Erector) category.
  • It also provides updates to measurement and acceptance requirements for the modular bridge and elastomeric bearings.

View the file

Other files

Show all 16

On GovTribe

Work with this file

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

Text version

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 items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT 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.

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

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER

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

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

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

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

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

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

2. AMENDMENT/MODIFICATION NUMBER

A001

*FAILURE TO ACKNOWLEDGE THIS AMENDMENT IN BLOCK 19 OF THE SF 1442 BY THE DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY RESULT IN REJECTION OF YOUR BID (REFER TO ITEM 11.)

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: JON HOLSOPPLE

9A. AMENDMENT OF SOLICITATION NUMBER

6982AF25B000001

5. PROJECT NUMBER (If applicable)

NM ERFO FS SNTFE 2022-1(1)

10.23.2024

9B. DATED (SEE ITEM 11)

10.15.2024

HFLCEO240429PR

X

IFB

Remove and replace page E-42 with the attached corresponding page.

E-42

NM ERFO SNTFE 2022-1(1)

El Porvenir Bridge

Provide steel erector certified according to category CSE (Certified Steel Erector) under the AISC Quality Certification Program.

555.19 Acceptance. Add the following:

Elastomeric bearings will be evaluated under Subsection 106.03. Furnish production certificatons for elastomeric bearings.

Material for guardrail will be evaluated under Subsections 106.02 and 106.03.

Measurement

555.20. Delete the second paragraph and substitute the following:

Measure the modular bridge by the lump sum. This includes all work and expenses involved in designing, fabricating, transporting, constructing, furnishing, and erecting the modular bridge including structural steel girders and diaphragms, structural steel splice plates, open grid steel bridge decking, steel bridge railing, elastomeric bearings, bearing plates, anchor bolts, and all associated hardware.

Construction Requirements

555.21 Fabrication. Delete the text of the first sentence of the first paragraph and substitute the following:

Fabricate the structural steel in a fabricating plant that is certified in Sbr (Simple Steel Bridges), under the AISC Quality Certification Program.

555.22 Erection. Delete the text of the second sentence of the first paragraph and substitute the following:

Erect steel according to category CSE (Certified Steel Erector) under the AISC Quality Certification Program.

Section 564. — BEARING DEVICES

Construction Requirements

564.04 Elastomeric Bearings. Delete the first paragraph and substitute the following:

Fabricate, comply with testing and acceptance criteria, and mark elastomeric bearings according to AASHTO M 251. Test and accept bearings specified by hardness and designed according to Method A of AASHTO, Load and Resistance Factor Design (LRFD) Bridge Design Specifications according to Section 8.8.4 of AASHTO M 251.

Amendment A001 10.23.2024

Leslie.Karsten Cross-Out

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