Amendment_A003.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)

A003 10/30/2019 N/A See Block 10

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

69056719B000008

9B. DATED (SEE ITEM 11)

09/30/2019

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).

N/A

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

N/A

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 PRA GLAC 10(42), GTSR Final Phase

See page 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. A003, dated 10-30-2019 MT PRA GLAC 10(42) Solicitation No. 69056719B000008 GTSR Final Phase

REVISIONS ARE AS FOLLOWS:

SPECIAL CONTRACT REQUIREMENTS

Page E-31, Subsection 153.02 Qualifications. Adds qualification requirements.

Page F-5, Subsection 403.01. Revises description of work.

Page F-21, Subsection 620.12. Revises measurement requirements.

Page F-22, Subsection 622.01. Revises description of work.

ENCLOSURES

Pages:

E-31 F-5 F-21 F-22

E-31 DIVISION 150

Special Contract Requirements Project: MT PRA GLAC 10(42), GTSR Final Phase

Section 153. — CONTRACTOR QUALITY CONTROL

09/17/18– FP-14

Delete the text of this Section and substitute the following:

Description

153.01 This work consists of planning and implementing a construction quality process to ensure work conforms to the contract requirements. This work also includes quality control (QC) inspection and documentation, process control sampling and testing, obtaining samples for QC testing, and performing QC tests. See FAR Clause 52.246-12 Inspection of Construction.

Construction Requirements

153.02 Qualifications. Provide a QC manager (QCM) with at least three years’ experience in areas of material testing, inspection, management, supervision, and QC.

If qualified, the superintendent or project manager may be designated as the QC Manager.

153.03 Quality Control Plan (QCP).

(a) Personnel. Provide a QCM, on-project during work, with authority to stop non-compliant work, or work that results in non-compliance with contract requirements. Submit a letter, from a company officer or official with higher authority than the Superintendent, that authorizes the QCM to stop work.

Identify an alternate, meeting QCM qualifications, to act as QCM in the QCM’s absence. Do not use an alternate as the QCM for more than three (3) days unless approved by the CO.

At least 14 days before starting work, submit names and qualifications of the QCM, and any alternate being used on the project. Do not use QC personnel that have not been approved by the CO.

At the preconstruction conference, submit a cost breakdown of the individual items included in the lump sum item for use in making progress estimate payments.

(b) Development. At least 14-days before starting a work feature, develop and submit a QCP for each work feature listed below, to be approved by the CO. The absence of a plan does not relieve the Contractor of complying with the contract requirements. Additional QCPs, and/or activities, may be required to provide effective quality management. The CO may request a QCP for additional work features that are not listed below.

(1) Control of Material (Section 105);

(2) Construction Survey and Staking (Section 152);

(3) Removal of Structures and Obstructions (Section 203);

(4) Structure Excavation and Backfill (Sections 208, 209);

Revised by Amendment A003

F-5 DIVISION 400

Project: MT PRA GLAC 10(42), GTSR Final Phase

DIVISION 400

ASPHALT PAVEMENTS

AND SURFACE TREATMENTS

Section 403. — ASPHALT CONCRETE

Description

403.01 Add the following:

Asphalt binder is designated according to AASHTO M 320.

Asphalt binder grade for this project is PG 58-34.

Construction Requirements

403.12 Acceptance. Delete Table 403-2 and substitute the following:

F-21 DIVISION 600

Project: MT PRA GLAC 10(42), GTSR Final Phase

Add the following to paragraph (a):

Construct masonry joints to match existing comparable historic stone masonry walls within the Park.

Add the following to paragraph (b):

Sequence the removal of existing mortar joints and repointing to maintain the existing structure’s integrity. Do not remove more than 1,000 square feet of existing mortar joints on a single structure before repointing, unless allowed by the CO.

620.11 Acceptance. Add the following:

Mortar placement will also be evaluated under Subsection 106.04.

Material and construction of lean concrete backfill will be evaluated under Section 614.

Measurement

620.12 Amend as follows: Delete the text of paragraph five and substitute the following:

When measuring repoint stone masonry (except at Site 5) by the square foot or square yard only measure the face of wall adjacent to the roadway. At Site 5, only measure the backside face of wall.

Add the following:

When measuring stone masonry by the square yard, measure only the area of stone masonry facing constructed. Do not measure the culvert cross-sectional area, footing, or bedding.

F-22 DIVISION 600

Project: MT PRA GLAC 10(42), GTSR Final Phase

Section 622. — RENTAL EQUIPMENT

01/01/14–FP14

Description

622.01 Delete the text of this Subsection and substitute the following:

This work consists of furnishing and operating equipment for the construction work as ordered by the CO and listed below. Work under this Section does not include equipment time used to perform work provided for under any other pay item shown in the bid schedule. The work anticipated under this Section includes:

(a) Additional removal, relocation, or placement of removing and resetting material and objects as directed by the CO;

(b) Grading and drainage work as directed by the CO;

(c) Additional Spillway brushing and clearing as directed by the CO;

(d) Pressure washing existing stone masonry as directed by the CO;

(e) Perform additional minor landscaping and vegetation/debris removal as directed by the CO;

(f) Stockpile Relocation as directed by the CO. All stone masonry material from the West Ball Field is to be palletized ( wood pallets and perimeter wire) and relocated to Logan Pit.

Contractor to furnish pallets and wire. Any remaining material that doesn’t fit in Logan Pit coordinated with the CO is to be relocated to the East Ball Field. After masonry materials have been removed from the West Ballfield, perform minor grading by shaping existing surface to drain to the perimeter of the area. Perform minor earthwork shaping at each stockpile as directed by the CO;

(g) Vista clearing in accordance with the Glacier National Park Going-to-the-Sun Road Vista Management Plan 2009 and as directed by the CO;

(h) Turnout work as directed by the CO; and

(i) Compaction of aggregate surface course (path) as directed by the CO.

Construction Requirements

622.02 Rental Equipment. Delete the text of the first paragraph and substitute the following:

Furnish and operate the following equipment:

Type of Equipment

DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

WHEEL LOADER, 3 CUBIC YARD MINIMUM RATER CAPACITY