Amendment A005.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

N/A

PAGE

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

A005 11/04/2024 N/A MT FLAP BOR 2980(1)

Sun River Bridge Replacement

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

Department of Transportation Federal Highway Administration 610 East Fifth Street Vancouver WA 98661-3801

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and Zip Code) 9A. AMENDMENT OF SOLICITATION NO.

X

69056724B000016

9B. DATED (SEE ITEM 11)

10/15/2024

10A. MODIFICATION OF CONTRACT/ORDER NO.

N/A

10B. DATED (SEE ITEM 13)

CODE: N/A FACILITY CODE: N/A

N/A

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

(__ ) is extended, ( x ) is not extended.

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 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 telegram 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 telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

N/A

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

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A THIS CHANGE ORDER IS ISSUED PURSUANT TO (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN

ITEM 10A.

N/A

B THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (Such as changes in paying office, appropriation date, 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)

N/A

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

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

MT FLAP BOR 2980(1), Sun River Bridge Replacement

See page 2 of 2

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.

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

N/A

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

BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment No. A005, dated 11/04/24 Project No. MT FLAP BOR 2980(1) Solicitation No. 6905672B000016 Project Name Sun River Bridge Replacement

REVISIONS ARE AS FOLLOWS:

CONTRACT CLAUSES

Page C-104. Adds Physical Data files to FAR Clause 52.236-4 Physical Data.

SPECIAL CONTRACT REQUIREMENTS

Page E-7, 104.03, Specifications and Drawings. Subsection (1) documents other than drawings, Adds (t) Temporary Bridges structures.

Page F-26a through F-26b, Section 575.- TEMPRARY BRIDGE (ADDED SECTION).

ENCLOSURES

Pages:

C-104 E-7 F-26a through F-26b

C-104

Contract Clauses Project: MT FLAP BOR 2980(1), Sun River Bridge Replacement

(33) mta-bor298001_X-Sections_SIGNOFF

(34) Siphon Construction Narrative.pdf

(35) Pages from D-1771-D0000 Construction Documents 1944.pdf

52.236-5 Material and Workmanship (Apr 1984)

(a) All equipment, material, and articles incorporated into the work covered by this contract shall be new and of the most suitable grade for the purpose intended, unless otherwise specifically provided in this contract. References in the specifications to equipment, material, articles, or patented processes by trade name, make, or catalog number, shall be regarded as establishing a standard of quality and shall not be construed as limiting competition. The Contractor may, at its option, use any equipment, material, article, or process that, in the judgment of the Contracting Officer, is equal to that named in the specifications, unless otherwise specifically provided in this contract.

(b) The Contractor shall obtain the Contracting Officer’s approval of the machinery and mechanical and other equipment to be incorporated into the work. When requesting approval, the Contractor shall furnish to the Contracting Officer the name of the manufacturer, the model number, and other information concerning the performance, capacity, nature, and rating of the machinery and mechanical and other equipment. When required by this contract or by the Contracting Officer, the Contractor shall also obtain the Contracting Officer’s approval of the material or articles which the Contractor contemplates incorporating into the work. When requesting approval, the Contractor shall provide full information concerning the material or articles. When directed to do so, the Contractor shall submit samples for approval at the Contractor’s expense, with all shipping charges prepaid. Machinery, equipment, material, and articles that do not have the required approval shall be installed or used at the risk of subsequent rejection.

(c) All work under this contract shall be performed in a skillful and workmanlike manner. The Contracting Officer may require, in writing, that the Contractor remove from the work any employee the Contracting Officer deems incompetent, careless, or otherwise objectionable.

52.236-6 Superintendence by the Contractor (Apr 1984)

At all times during performance of this contract and until the work is completed and accepted, the Contractor shall directly superintend the work or assign and have on the worksite a competent superintendent who is satisfactory to the Contracting Officer and has authority to act for the Contractor.

52.236-7 Permits and Responsibilities (Nov 1991)

The Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses and permits, and for complying with any Federal, State, and municipal laws, codes, and regulations applicable to the performance of the work. The Contractor shall also be responsible for all damages to persons or property that occur as a result of the Contractor’s fault or negligence. The Contractor shall also be responsible for all materials delivered and work performed until completion and acceptance of the entire work, except for any completed unit of work which may have been accepted under the contract.

52.236-8 Other Contracts (Apr 1984)

The Government may undertake or award other contracts for additional work at or near the site of the work under this contract. The Contractor shall fully cooperate with the other contractors and with Government employees and shall carefully adapt scheduling and performing the work under this contract to accommodate the additional work, heeding any direction that may be provided by the Contracting Officer. The Contractor shall not commit or permit any act that will interfere with the performance of work by any other contractor or by Government employees.

Revised by Amendment A005

E-7 DIVISION 100

Special Contract Requirements Project: MT FLAP BOR 2980(1), Sun River Bridge Replacement specifications of the ducts and stressing steel including arrangement and alignment, and the anchoring devices; pressure grouting materials and equipment.

Add the following to Subsection (b)(2):

(o) Full demolition of structural bridge elements;

(p) Post-tensioning test report for each size and type of anchorage device showing that the device meets the requirements of the AASHTO LRFD Bridge Design Specifications and the AASHTO LRFD Bridge Construction Specifications; that the design, materials, and manufacture of the anchorage devices have not changed since testing; and that the concrete strength, edge clearance dimensions, and amount of reinforcing for the test block is not greater than that proposed for the project;

(q) Methods for post-tensioning field recording of data including but not limited to elongation measurement and anchor set;

(r) Corrective action plan for post-tensioning strand breakage or anchor failure; and

(s) Optional cast-in-place concrete deck plan details and design calculations.

(t) Temporary bridge structures.

104.05 Load Restrictions. Add the following:

Unless otherwise permitted, do not operate equipment or vehicles that exceed the posted load limits over new or existing structures. Submit a plan to utilize existing or new structures as temporary works or work platforms according to Section 562.

The existing bridge is load posted at 5, 8, and 10 tons depending on vehicle and axle configuration.

See Physical Data for current bridge inspection and load rating reports.

F-26a

Project: MT FLAP BOR 2980(1), Sun River Bridge Replacement

Section 575. — TEMPORARY BRIDGE

(ADDED SECTION)

08/01/14–FP14

Description

575.01 This work consists of designing, constructing, maintaining, and removing temporary bridges.

Construction Requirements

575.02 Submittals. Submit drawings and calculations prepared and stamped by a professional engineer licensed in the state of Montana according to Subsection 104.03. Submit detailed drawings and erection plans showing sizes, arrangement, and quality of materials to be used in the construction. Provide design calculations and supporting data in sufficient detail to allow a structural and safety review of the proposed design. Provide catalog or equivalent data indicating a manufactured device’s recommended safe load capacity. Include foundation design calculations and other relevant foundation design data.

575.03 General. Construct concrete structures according to Section 552.

Construct prestressed concrete structures according to Section 553.

Construct steel structures according to Section 555.

Construct timber structures according to Section 557.

Construct falsework according to Section 562.

Construct bearing devices according to Section 564.

Construct temporary bridges that meet the minimum strength requirements for the applied loadings from construction vehicles that will cross the temporary bridge.

Remove temporary bridges when they are no longer needed as directed or approved. Repair damage to the existing structure or roadway approaches due to the Contractor’s activities as directed.

Limits of the available work area are shown in the plans.

575.04 Acceptance. Material for temporary bridges will be evaluated under Subsections 106.02, 106.03, and 106.04.

Construction of temporary bridges will be evaluated under Subsections 106.02 and 106.04.

F-26b

Project: MT FLAP BOR 2980(1), Sun River Bridge Replacement

Bearing devices will be evaluated under Section 564.

Concrete will be evaluated under Section 552.

Prestressing steel will be evaluated under Section 553.

Steel structures will be evaluated under Section 555.

Timber structures will be evaluated under Section 557.

Temporary works will be evaluated under Section 562.

Measurement

575.05 Measure the Section 575 pay items listed in the bid schedule according to Subsection 109.02.

Payment

575.06 The accepted quantities will be paid at the contract price per unit of measurement for the Section 575 pay items listed in the bid schedule. Payment will be full compensation for the work prescribed in this Section. See Subsection 109.05.

Progress payments for temporary bridges by the lump sum will be paid as follows:

(a) 25 percent of the pay item amount will be paid after the drawings are approved.

(b) An additional 50 percent of the pay item amount will be paid after installation.

(a)(c) The remaining portion of the pay item amount will be paid after the temporary bridge is removed from the project.