A001.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)

A001 11/01/2016 N/A MT BEAVERHEAD 273(1), Elk Lake Road

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

DTFH70-16-B-00020

9B. DATED (SEE ITEM 11)

10/24/2016

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

(_x_ ) is extended, ( ) 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 BEAVERHEAD 273(1), Elk Lake Road

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. A001, dated 11/01/2016 MT BEAVERHEAD 273(1) Solicitation No. DTFH70-16-B-00020 Elk Lake Road

REVISIONS ARE AS FOLLOWS:

SF 1442, SOLICITATION, OFFER, AND AWARD (Pen & Ink change)

Page A-3, Block 13. Revised due date from 11/29/2016 to 12/06/2016.

BID SCHEDULE

Page A-10. Adds the unit pricing and amount for the item: TEMPORARY TRAFFIC

CONTROL, FLAGGER

CONTRACT CLAUSES

CONTACT CLAUSES

Page C-16, Revises Clause 52.211-10, Commencement, Prosecution, and Completion of Work (April 1984) Alternate I

Page C-88 through C-89, Revises Clause 52.244-6, Subcontracts for Commercial Items (Nov 2016)

SPECIAL CONTRACT REQUIREMENTS

Page F-13, Subsection 555.03A (c)(1), Guardrail. Revises the Test Level from TL-2 to

TL-1.

ENCLOSURES

Pages:

A-7 through A-10 F-13 C-16 C-88 through C-89

Page(s) not included due to Pen and Ink change(s):

Notice to Bidders: Please submit revised pages A-7 through A-10 with your bid.

A-7

Bid Schedule

MT Beaverhead 273(1) Elk Lake Road

Bidders please note: Before preparing the bid, carefully read the Solicitation Provisions.

Insert a unit bid price, in figures, for each pay item for which a quantity appears in the bid schedule. Multiply the unit bid price by the quantity for each pay item and show the amount bid. Should any mathematical check made by the Government show a mistake in the amount bid, the Amount Bid for the item will be based on the Unit Bid Price.

When a “LPSM” (Lump Sum) appears as a unit bid price, insert an amount for each lump sum pay item.

When a sum based on a fixed rate appears for any pay item in the amount bid column, include the Government inserted amount bid for the item in the total bid amount.

Total the amounts bid for all pay items and insert the total bid amount.

A-8

B I D S C H E D U L E Account: ALL

Project No: MT Beaverhead 273(1)

Name: Elk Lake Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line A0020 ALL LPSM $

15201-0000 Line A0040 ALL LPSM $

15301-0010 Line A0060 ALL LPSM $

15401-0000 Line A0080 ALL LPSM $

15501-0000 Line A0100 ALL LPSM $

15705-0100 Line A0120 1,820 LNFT $ $

15705-1400 Line A0140 25,100 LNFT $ $

15706-1600 Line A0160 1 EACH $ $

15801-0000 Line A0180 600 MGAL $ $

20101-0000 Line A0200 10.2 ACRE $ $

20104-0000 Line A0220 5.7 ACRE $ $

20301-1900 Line A0240 6 EACH $ $

20301-2700 Line A0260 1 EACH $ $

20401-0000 Line A0280 800 CUYD $ $

20402-0000 Line A0300 5,500 CUYD $ $

20403-0000 Line A0320 32,500 CUYD $ $

20410-0000 Line A0340 5,500 CUYD $ $

20435-1000 Line A0360 125 CUYD $ $

20701-0100 Line A0380 51,800 SQYD $ $

Schedule Total: ________________________

Submitted by: _________________________

UNCLASSIFIED BORROW

SELECT BORROW

BACKFILL, SELECT GRANULAR

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR QUALITY CONTROL AND ASSURANCE

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SILT FENCE

SEPARATION-STABILIZATION GEOTEXTILE (WOVEN), CLASS 1, TYPE A

REMOVAL OF STRUCTURE (BRIDGE)

ROADWAY EXCAVATION

SUBEXCAVATION

SOIL EROSION CONTROL, FIBER ROLL

SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

CLEARING

REMOVAL OF PIPE CULVERT

A-9

Account: ALL

Project No: MT Beaverhead 273(1)

Name: Elk Lake Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

20701-0900 Line A0400 75 SQYD $ $

20703-2000 Line A0420 75 SQYD $ $

20815-0000 Line A0440 ALL LPSM $

20815-0000 Line A0460 ALL LPSM $

21101-1000 Line A0480 500 SQYD $ $

30101-2000 Line A0500 27,000 TON $ $

30110-0000 Line A0520 13,000 TON $ $

55504-0000 Line A0540 ALL LPSM $

55504-0000 Line A0560 ALL LPSM $

60201-0800 Line A0580 560 LNFT $ $

60201-0900 Line A0600 50 LNFT $ $

60202-0400 Line A0620 85 LNFT $ $

60210-0800 Line A0640 22 EACH $ $

60210-0900 Line A0660 2 EACH $ $

60211-0800 Line A0680 4 EACH $ $

62201-0300 Line A0700 20 HOUR $ $

62201-0900 Line A0720 20 HOUR $ $

62201-2850 Line A0740 40 HOUR $ $

62201-3300 Line A0760 40 HOUR $ $

MOTOR GRADER, 12 FOOT MINIMUM BLADE

HYDRAULIC EXCAVATOR, 3/4 CUBIC YARD MINIMUM CAPACITY

END SECTION FOR 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY

WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

PRE-FABRICATED STEEL BRIDGE (ELK SPRINGS CREEK)

24-INCH PIPE CULVERT

30-INCH PIPE CULVERT

COFFERDAMS (RED ROCK CREEK)

COFFERDAMS (ELK SPRINGS CREEK)

ROADWAY OBLITERATION, METHOD 1

24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

END SECTION FOR 24-INCH PIPE CULVERT

END SECTION FOR 30-INCH PIPE CULVERT

SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE D (woven)

GEOGRID, STABILIZATION

AGGREGATE BASE GRADING D

AGGREGATE SURFACE COURSE

PRE-FABRICATED STEEL BRIDGE (RED ROCK CREEK)

A-10

Account: ALL

Project No: MT Beaverhead 273(1)

Name: Elk Lake Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

62301-0000 Line A0780 40 HOUR $ $

62405-0300 Line A0800 50,200 SQYD $ $

62510-2000 Line A0820 9.0 ACRE $ $

62542-1000 Line A0840 200 LB $ $

63308-3000 Line A0860 8 EACH $ $

63502-0600 Line A0880 3 EACH $ $

63502-0700 Line A0900 100 EACH $ $

63504-1000 Line A0920 488 SQFT $ $

63509-1000 Line A0940 1,100 FXHR 45.00$ 49,500.00$

OBJECT MARKER, TYPE 3

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, CONE

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, FLAGGER

GENERAL LABOR

PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

SEEDING, HYDRAULIC METHOD

SEEDING SUPPLEMENTS, SEED

A001

C-16

Contract Clauses Project: MT BEAVERHEAD 273(1), Elk Lake Road

(3) As required by section 3010 of Pub. L. 111-212, all information posted in FAPIIS on or after April 15, 2011, except past performance reviews, will be publicly available.

(d) Public requests for system information posted prior to April 15, 2011, will be handled under

Freedom of Information Act procedures, including, where appropriate, procedures promulgated under E.O. 12600.

52.209-10 – Prohibition on Contracting With Inverted Domestic Corporations (Nov 2015)

(a) Definitions. As used in this clause-- “Inverted domestic corporation means a foreign incorporated entity that meets the definition of an inverted domestic corporation under 6 U.S.C. 395(b), applied in accordance with the rules and definitions of 6 U.S.C. 395(c).

“Subsidiary” means an entity in which more than 50 percent of the entity is owned—

(1) Directly by a parent corporation; or

(2) Through another subsidiary of a parent corporation.

(b) If the contractor reorganizes as an inverted domestic corporation or becomes a subsidiary of an inverted domestic corporation at any time during the period of performance of this contract, the Government may be prohibited from paying for Contractor activities performed after the date when it becomes an inverted domestic corporation or subsidiary. The Government may seek any available remedies in the event the Contractor fails to perform in accordance with the terms and conditions of the contract as a result of Government action under this clause.

(c) Exceptions to this prohibition are located at 9.108-2.

(d) In the event the Contractor becomes wither an inverted domestic corporation, or a subsidiary of an inverted domestic corporation during contract performance, the Contractor shall give written notice to the Contracting Officer within five business days from the date of the inversion event.

52.211-10 Commencement, Prosecution, and Completion of Work (Apr 1984) Alternate I (Apr 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than September 14, 2018 subject to such extensions as may be authorized. The time stated for completion shall include final cleanup of the premises.

The completion date is based on the assumption that the successful offeror will receive the notice to proceed by February 08, 2017. The completion date will be extended by the number of calendar days after the above date that the contractor receives the notice to proceed, except to the extent that the delay in issuance of the notice to proceed results from the failure of the contractor to execute the contract and give the required performance and payment bonds within the time specified in the offer.

Revised by A001 52.211-12 Liquidated Damages—Construction (Sep 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of: See Special Contract Requirements, Subsection 108.04.

(b) If the Government terminates the Contractor’s right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

52.211-18 Variation in Estimated Quantity (Apr 1984)

If the quantity of a unit-priced item in this contract is an estimated quantity and the actual quantity of the unit-priced item varies more than 15 percent above or below the estimated quantity, an equitable adjustment in the contract price shall be made upon demand of either party. The equitable adjustment

C-88 quantify each incentive element, reasons for the incentives, and a summary of all trade-off possibilities considered.

(2) The Contractor is not required to notify the contracting Officer in advance of entering into any subcontract for which consent is not required under paragraph (b), (c), or (d) of this clause.

(f) Unless the consent or approval specifically provides otherwise, neither consent by the Contracting

Officer to any subcontract nor approval of the Contractor’s purchasing system shall constitute a determination—

(1) Of the acceptability of any subcontract terms or conditions;

(2) Of the allowability of any cost under this contract; or

(3) To relieve the Contractor of any responsibility for performing this contract.

(g) No subcontract or modification thereof placed under this contract shall provide for payment on a cost-plus-a-percentage-of-cost basis, and any fee payable under cost-reimbursement type subcontracts shall not exceed the fee limitations in FAR 15.404-4(c)(4)(i).

(h) The Contractor shall give the Contracting Officer immediate written notice of any action or suit filed and prompt notice of any claim made against the Contractor by any subcontractor or vendor that, in the opinion of the Contractor, may result in litigation related in any way to this contract, with respect to which the Contractor may be entitled to reimbursement from the Government.

(i) The Government reserves the right to review the Contractor’s purchasing system as set forth in FAR Subpart 44.3.

(j) Paragraphs (d) and (f) of this clause do not apply to the following subcontracts, which were evaluated during negotiations: _____________________________________________________.

52.244-6 Subcontracts for Commercial Items (Nov 2016)

(a) Definitions. As used in this clause— “Commercial item and commercially available off-the-shelf item have the meanings contained in

Federal Acquisition Regulation 2.101, Definitions.

“Subcontract” includes a transfer of commercial items between divisions, subsidiaries, or affiliates of the Contractor or subcontractor at any tier.

(b) To the maximum extent practicable, the Contractor shall incorporate, and require its subcontractors at all tiers to incorporate, commercial items or nondevelopmental items as components of items to be supplied under this contract.

(c)(1) The Contractor shall insert the following clauses in subcontracts for commercial items:

(i) 52.203-13, Contractor Code of Business Ethics and Conduct (Oct 2015) (41 U.S.C. 3509), if the subcontract exceeds $5.5 million and has a performance period of more than 120 days. In altering this clause to identify the appropriate parties, all disclosures of violation of the civil False Claims Act or of Federal criminal law shall be directed to the agency Office of the Inspector General, with a copy to the Contracting Officer.

(ii) 52.203-15, Whistleblower Protections Under the American Recovery and Reinvestment Act of 2009 (Jun 2010) (Section 1553 of Pub. L. 111-5), if the subcontract is funded under the Recovery Act.

(iii) 52.204–21, Basic Safeguarding of Covered Contractor Information Systems (June, 2016), other than subcontracts for commercially available off-the-shelf items, if flow down is required in accordance with paragraph (c) of FAR clause 52.204–21.

(iv) 52.219-8, Utilization of Small Business Concerns (Nov 2016) (15 U.S.C. 637(d)(2) and (3)), if the subcontract offers further subcontracting opportunities.

(v) 52.222-21, Prohibition of Segregated Facilities (Apr 2015).

(vi) 52.222-26, Equal Opportunity (Sept 2016) (E.O. 11246).

(vii) 52.222-35, Equal Opportunity for Veterans (Oct 2015) (38 U.S.C. 4212(a));

(viii) 52.222-36, Equal Opportunity for Workers with Disabilities (Jul 2014) (29 U.S.C. 793).

(ix) 52.222-37, Employment Reports on Veterans (FEB 2016) (38 U.S.C. 4212).

C-89

(x) 52.222-40, Notification of Employee Rights Under the National Labor Relations Act (Dec 2010) (E.O. 13496), if flow down is required in accordance with paragraph (f) of FAR clause 52.222-40.

(xi) (A) 52.222-50, Combating Trafficking in Persons (Mar 2015) (22 U.S.C. chapter 78 and E.O.

13627).

(B) Alternate I (Mar 2015) of 52.222-50 (22 U.S.C. chapter 78 and E.O. 13627).

(xii) 52.222-55, Establishing a Minimum Wage for Contractors (E.O.

13658) (Dec 2015).

(xii) 52.225-26, Contractors Performing Private Security Functions Outside the United States (Oct

2016) (Section 862, as amended, of the National Defense Authorization Act for Fiscal Year 2008; 10 U.S.C. 2302 Note).

(xiv) 52.232-40, Providing Accelerated Payments to Small Business Subcontractors (Dec 2013), if flow down is required in accordance with paragraph (c) of FAR clause 52.232-40.

(xvii) 52.247-64, Preference for Privately Owned U.S.-Flag Commercial Vessels (Feb 2006) (46 U.S.C. App. 1241 and 10 U.S.C. 2631), if flow down is required in accordance with paragraph (d) of FAR clause 52.247-64).

(2) While not required, the Contractor may flow down to subcontracts for commercial items a minimal number of additional clauses necessary to satisfy its contractual obligations.

(d) The Contractor shall include the terms of this clause, including this paragraph (d), in subcontracts awarded under this contract.

Amendment A001 52.246-12 Inspection of Construction (Aug 1996)

(a) Definition. “Work” includes, but is not limited to, materials, workmanship, and manufacture and fabrication of components.

(b) The Contractor shall maintain an adequate inspection system and perform such inspections as will ensure that the work performed under the contract conforms to contract requirements. The Contractor shall maintain complete inspection records and make them available to the Government. All work shall be conducted under the general direction of the Contracting Officer and is subject to Government inspection and test at all places and at all reasonable times before acceptance to ensure strict compliance with the terms of the contract.

(c) Government inspections and tests are for the sole benefit of the Government and do not—

(1) Relieve the Contractor of responsibility for providing adequate quality control measures;

(2) Relieve the Contractor of responsibility for damage to or loss of the material before acceptance;

(3) Constitute or imply acceptance; or

(4) Affect the continuing rights of the Government after acceptance of the completed work under paragraph (i) of this section.

(d) The presence or absence of a Government inspector does not relieve the Contractor from any contract requirement, nor is the inspector authorized to change any term or condition of the specification without the Contracting Officer’s written authorization.

(e) The Contractor shall promptly furnish, at no increase in contract price, all facilities, labor, and material reasonably needed for performing such safe and convenient inspections and tests as may be required by the Contracting Officer. The Government may charge to the Contractor any additional cost of inspection or test when work is not ready at the time specified by the Contractor for inspection or test, or when prior rejection makes reinspection or retest necessary. The Government shall perform all inspections and tests in a manner that will not unnecessarily delay the work. Special, full size, and performance tests shall be performed as described in the contract.

(f) The Contractor shall, without charge, replace or correct work found by the Government not to conform to contract requirements, unless in the public interest the Government consents to accept the work with an appropriate adjustment in contract price. The Contractor shall promptly segregate and remove rejected material from the premises.

F-13

Special Contract Requirements Revised by Amendment A001 Project: MT BEAVERHEAD 273(1), Elk Lake Road

(c) Attachments.

(1) Guardrails. Provide standard W-Beam guardrails on both sides of the bridge. The height of the guardrail is required to be at least 32 inches above the deck surface. Design the guardrails to withstand forces equal to Test Level 2 1 in accordance with the AASHTO LRFD Bridge Design Specifications, 7th Edition and American Institute of Steel Bridge Construction (AISC) LRFD Steel Bridge Construction manual, 13h Edition.

(2) Guardrail end treatments. End treatments are to be contractor designed or selected and must be approved by the CO.

(d) Camber. Furnish the bridge with a vertical camber dimension at midspan equal to 100 percent of the full dead load deflection plus 1 percent of the full length of the bridge.

Construction Requirements

555.03 Drawings and Diagrams. Amend as follows:

(a) Fabrication drawings. Add the following:

Also include the following information in the drawings: plan layout including length, width, and orientation, typical section, lifting and transporting details, tolerances, special contract requirements and construction specifications. Provide details for all connections and other details relevant to the bridge construction. Provide a stamped load rating according to the latest MBE edition.

Add the following:

(e) Prepare and submit all working drawings, calculations, and supporting information for review and approval in accordance with the applicable requirements of Subsection 104.03.

Prior to fabrication, submit to the CO for approval complete structural calculations showing the governing stresses in all members and connections and unique detailed shop drawings that illustrate the work to be done. Submit three sets of Design Calculations and Shop Fabrication Details (Shop Drawings) for each bridge separately. Seal Design Calculations and Shop Drawings with an endorsement seal of a Professional Engineer registered in the State of Montana.

Provide a list of all of the components of the modular bridge hardware including series number and material specifications. Include in the general notes all relative design information such as bridge reactions due to dead and live load, live load capacity, live load deflection criteria, and steel grades.

555.05 Inspection. Add the following after the fourth paragraph:

All primary longitudinal superstructure components and connections subject to tensile stress due to Strength Load Combination I require mandatory Charpy V-notch testing. Identify these