12363N25Q4256-NCTempBridges.pdf

SEE ADDENDUMIS CHECKED

CODE 18a. PAYMENT WILL BE MADE BY

CODE

FACILITYCODE

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT SUCH ADDRESS IN OFFER

OFFEROR

363N

WASHINGTON DC 20250-1138

MS-1138

1400 INDEPENDENCE AVE SW

USDA-FS STEWARDSHIP CONTRACTING BR

4756 CODE 16. ADMINISTERED BYCODE

X

X

X

332312

SIZE STANDARD:

100.00 % FOR:SET ASIDE:UNRESTRICTED OR363N

REQUEST FOR

PROPOSAL

(RFP)

INVITATION

FOR BID (IFB)

10. THIS ACQUISITION ISCODE

REQUEST FOR

QUOTE (RFQ)

14. METHOD OF SOLICITATION

13b. RATING

NORTH AMERICAN INDUSTRY

CLASSIFICATION STANDARD

(NAICS):

SMALL BUSINESS

09/22/2025 1000 MT

09/15/2025

385-368-5300CHAD BULLOCK

(No collect calls)

INFORMATION CALL:

FOR SOLICITATION 8. OFFER DUE DATE/LOCAL TIMEb. TELEPHONE NUMBERa. NAME

4. ORDER NUMBER3. AWARD/ 6. SOLICITATION

12363N25Q4256

5. SOLICITATION NUMBER

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS 1. REQUISITION NUMBER

1152158OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, & 30

TELEPHONE NO.

17a. CONTRACTOR/

CLEVELAND TN 37312

2800 NORTH OCOEE STREET

CHEROKEE NATIONAL FOREST

USDA FOREST SERVICE

15. DELIVER TO

WASHINGTON DC 20250-1138

MS-1138

1400 INDEPENDENCE AVE SW

9. ISSUED BY

7.

2. CONTRACT NO.

EFFECTIVE DATE

18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a UNLESS BLOCK BELOW

ISSUE DATE

DELIVERY FOR FREE ON BOARD

(FOB) DESTINATION UNLESS

BLOCK IS MARKED

11.

SEE SCHEDULEX

12. DISCOUNT TERMS THIS CONTRACT IS A RATED

ORDER UNDER THE DEFENSE

PRIORITIES AND ALLOCATIONS

SYSTEM - DPAS (15 CFR 700)

13a.

SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

(SDVOSB)

HUBZONE SMALL

BUSINESS

8(A)

USDA-FS STEWARDSHIP CONTRACTING BR

WOMEN-OWNED SMALL

BUSINESS (WOSB)

ECONOMICALLY DISADVANTAGED

WOMEN-OWNED SMALL

BUSINESS (EDWOSB)

24.

AMOUNT

23.

UNIT PRICE

22.

UNIT

21.

QUANTITY

20.

SCHEDULE OF SUPPLIES/SERVICES

19.

ITEM NO.

Since all documents will be submitted to me electronically. Email to chad.bullock@usdagov;

james.kaminski@usda.gov;

A10_SOL.004ppp5pq3fdbk6w@u.box.com Follow this naming convention for your attachments and keep the subject line the same or just reply all to this email.

23Q43xx-NCTmpBidge-VendorName-Quote.

Be sure to fill out all required documentation.

Required to be filled in below:

(Use Reverse and/or Attach Additional Sheets as Necessary)

HEREIN, IS ACCEPTED AS TO ITEMS:

XX

DATED . YOUR OFFER ON SOLICITATION (BLOCK 5),

INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE SET FORTH

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND DELIVER

ARE

ARE

31c. DATE SIGNED

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA

31a. UNITED STATES OF AMERICA (SIGNATURE OF CONTRACTING OFFICER)

30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER (Type or print)

CHAD A.T. BULLOCK

ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY ADDITIONAL

SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.

27a. SOLICITATION INCORPORATES BY REFERENCE (FEDERAL ACQUISITION REGULATION) FAR 52.212-1, 52.212-4. FAR 52.212-3

AND 52.212-5 ARE ATTACHED. ADDENDA

26. TOTAL AWARD AMOUNT (For Government Use Only)

OFFER

STANDARD FORM 1449 (REV. 11/2021)

Prescribed by GSA - FAR (48 CFR) 53.212

ARE NOT ATTACHED.

ARE NOT ATTACHED.

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

30b. NAME AND TITLE OF SIGNER (Type or print)

30a. SIGNATURE OF OFFEROR/CONTRACTOR

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN

25. ACCOUNTING AND APPROPRIATION DATA

29. AWARD OF CONTRACT: REFERENCE

12363N25Q4256 Helene Repair Temp Bridge - NC Page 1 of 13

32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE

32c. DATE 32b. SIGNATURE OF AUTHORIZED GOVERNMENT REPRESENTATIVE

ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED:

32a. QUANTITY IN COLUMN 21 HAS BEEN

RECEIVED INSPECTED

40. PAID BY39. S/R VOUCHER NUMBER38. S/R ACCOUNT NUMBER

37. CHECK NUMBER

FINALPARTIAL

36. PAYMENT

FINALPARTIAL

35. AMOUNT VERIFIED

CORRECT FOR

34. VOUCHER NUMBER33. SHIP NUMBER

COMPLETE

32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE

42d. TOTAL CONTAINERS42c. DATE REC'D (YY/MM/DD)

42b. RECEIVED AT (Location)

42a. RECEIVED BY (Print)

41c. DATE41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER

41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT

STANDARD FORM 1449 (REV. 11/2021) BACK

24.

AMOUNT

23.

UNIT PRICE

22.

UNIT

21.

QUANTITY

20.

SCHEDULE OF SUPPLIES/SERVICES

19.

ITEM NO.

Company Name:___________________________________

POC Name:_______________________________________

Phone number:___________________________________

Email:__________________________________________

BPA/IDIQ/MATOC Contract #_______________________

UEI SAM #______________________________________

Contractual POC: Chad A.T. Bullock Contracting

Officer, chad.bullock@usda.gov 385-368-5300

Contractual Technical: James Kaminski APSO, james.kaminski@usda.gov

Delivery: 09/22/2027

Period of Performance: 09/23/2025 to 09/22/2027

0001 Base: ERFO Repair Temp Bridges #1-5

See SOI for details

First bridge to be delivered estimated with in 12 weeks of award. Remaining bridges are to follow on estimated every 4 weeks. We prefer sooner than later on all the base award items.

In the SOI Optional Items may or may not be awarded. However the government can award these items up until end of POP September 22,2027.

Continued ...

32f. TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE

32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT REPRESENTATIVE

12363N25Q4256 Helene Repair Temp Bridge - NC Page 2 of 13

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED

(A) (B) (C) (D) (E) (F)

12363N25Q4256

0002 Option: Helene Repair Temp Bridge #6

0003 Option: Concrete Sills

See SOI for details

0004 Option: Bridge Dolly - Quantity is TBD

Estimate to match to need of Bridges as needed.

See SOI for details

0005 Option Item ERFO Repair Temp Bridges #6-11 -

Quantity is TBD but not to exceed 10

These can be ordered one at a time or multiple.

Size & Delivery may vary depending on need.

See SOI for additional details

(Option Line Item)

Product/Service Code: 5420

Product/Service Description: BRIDGES, FIXED AND

FLOATING

0006 Option: Helene Repair Temp Bridge #12

(Option Line Item)

0007 Optional Item: Concrete Sills

See SOI for details

(Option Line Item)

0008 Option: Bridge Dolly - Quantity is TBD

Estimate to match to need of Bridges as needed.

See SOI for details

(Option Line Item)

The "Submit Invoice-to" address for USDA orders is the Department of Treasury's Invoice

Processing Platform (IPP), https://www.ipp.gov.

If the contractor lacks an IPP account, USDA will automatically initiate the enrollment process with Treasury using the contractor's SAM.gov

Accounts Receivable POC as the IPP account holder. Once the enrollment process is complete, Continued ...

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

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ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED

(A) (B) (C) (D) (E) (F)

12363N25Q4256 the IPP account holder will receive notification and can being invoicing. More information about

IPP can be found at: https://www.ipp.gov

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

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SCHEDULE OF ITEMS

PROJECT TITLE: Prefabricated Portable Bridge

BASE SCHEDULE OF ITEMS

ITEM

NUMBER DESCRIPTION PAY

UNIT EST QTY Unit Price Total

Furnish, and Deliver 50’ long x 14’ roadway, prefabricated portable steel vehicle bridge superstructure with features as described in the attached documents. Delivery to Ocoee Work Center, Tennessee. Includes Off-Loading

EA 1

Furnish, and Deliver 50’ long x 14’ roadway, prefabricated portable steel vehicle bridge superstructure with features as described in the attached documents. Delivery to Unicoi Work Center, Tennessee. Includes Off-Loading

EA 2

Furnish, and Deliver 50’ long x 14’ roadway, prefabricated portable steel vehicle bridge superstructure with features as described in the attached documents. Delivery to Appalachian Work Center, North Carolina. Includes Off- Loading

EA 1

Furnish, and Deliver 50’ long x 14’ roadway, prefabricated portable steel vehicle bridge superstructure with features as described in the attached documents. Delivery to Grandfather Ranger District, Bald Mountain Road, North Carolina. Includes Off-Loading

EA 1

Subtotal: $_________________

Option Items

ITEM

NUMBER DESCRIPTION PAY

UNIT EST QTY Unit Price Total

Furnish, and Deliver 50’ long x 14’ roadway, prefabricated portable steel vehicle bridge superstructure with features as described in the attached documents. Delivery to Ocoee Work Center, Tennessee.

EA 1

Pre-cast Concrete Sill with Elastomeric Bearing Pads, With delivery and off loading to same location as bridges. 2 per bridge

EA 12

0007 Bridge Dolly and pintle and eye style hitch for towing bridge EA 4

Subtotal: $__________________

Total: $__________________

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OPTIONAL SCHEDULE OF ITEMS

ITEM

NUMBER DESCRIPTION PAY

UNIT EST QTY Unit Price Total

Optional

Line

Furnish, and Deliver 50’ long x 14’ roadway, prefabricated portable steel vehicle bridge superstructure with features as described in the attached documents. Delivery to Ocoee Work Center, Tennessee. Includes Off-Loading

EA

Furnish, and Deliver 50’ long x 14’ roadway, prefabricated portable steel vehicle bridge superstructure with features as described in the attached documents. Delivery to Unicoi Work Center, Tennessee. Includes Off-Loading

Furnish, and Deliver 50’ long x 14’ roadway, prefabricated portable steel vehicle bridge superstructure with features as described in the attached documents. Delivery to Appalachian Work Center, North Carolina. Includes Off- Loading

Furnish, and Deliver 50’ long x 14’ roadway, prefabricated portable steel vehicle bridge superstructure with features as described in the attached documents. Delivery to Grandfather Ranger District, Bald Mountain Road, North Carolina. Includes Off-Loading

Design, Furnish, and Deliver 50’ long x 14’ roadway, prefabricated portable steel vehicle bridge superstructure with features as described in the attached documents. Delivery to Ocoee Work Center, Tennessee.

Pre-cast Concrete Sill with Elastomeric Bearing Pads, With delivery and off loading to same location as bridges. 2 per bridge

Bridge Dolly and pintle and eye style hitch for towing bridge EA 4

EA - EACH

LS - Lump Sum

Award anticipated to be a firm fixed price contract.

Optional Subtotal: $__________________

Total With Options: $________________

12363N25Q4256 Helene Repair Temp Bridge - NC Page 6 of 13

DESCRIPTION OF SUPPLIES/SERVICES

1. Scope of Work

This contract is a firm fixed-price contract procured under Federal Acquisition Regulation (FAR) Part 13 Simplified Acquisition Procedures. This project consists of fabricating, and delivering a portable steel vehicular bridge superstructure and additional components with features as described in the specifications and requirements sections, below. Several optional items are included. The Forest Service (FS) does not intend to place these bridges into service immediately but will need to store them until a site is clearly identified at a future date. As a result, FS will require clear instructions on proper bridge assembly and recommended equipment from the vendor.

2. Location or Delivery

The prefabricated steel bridge shall be delivered to the US Forest Service.

TENNSSEE

Delivery address for 1 Bridge: Ocoee Work Center Cherokee NF, 227 Hwy 30 Benton TN 37307-5823.

• Ocoee Work Center (35.116574, -84.575947)

Delivery address for 2 Bridges: Unicoi Work Center Cherokee NF, 150 Forest Service Rd, Unicoi, TN 37692

• Unicoi Work Center (36.192697, -82.344198)

NORTH CAROLINA

Delivery address for 1 Bridge: Grandfather Ranger District Pisgah NF, Bald Mountain Road

• Grandfather Ranger District (35.766935, -82.039257)

Delivery address for 1 Bridge: Appalachian Work Center, 632 Manor RD Mars Hill N.C. 28754.

• Appalachian Work Center (35.8397222, -82.5266667)

The technical point of contact for the Tennssee bridge(s) is Brett Yaw, (423) 599-4381. The technical point of contact for the North Carolina bridge(s) is David McFee (828)-208-0697 or Alexandra Davison (616)-502-0335. The contractor shall provide notice of delivery to the technical point of contact at least 14 days prior to the scheduled delivery.

12363N25Q4256 Helene Repair Temp Bridge - NC Page 7 of 13

Contractor shall include offloading services of bridge materials at the delivery location. If the Forest Service determines it will self-perform off-loading services, vendor shall provide recommendation of equipment specifications needed to perform off-loading safely.

Delivery shall be FOB destination to the delivery wareyard. Delivery shall take place Monday- Friday 8:00am – 4:30pm, excluding federal holidays, unless otherwise approved by the Contracting Officer.

3. Product Specifications

The steel portable bridge(s) shall be fabricated as specified below. Base bid shall include fabrication of a bridge for delivery to Tennessee (see location above).

Bridge Procurement Requirements

Pre-Fabricated Portable Bridge Provide 50’ long by 14’ wide (clear width between curb rail) prefabricated steel, portable bridge. Bridge design and assembly shall allow for easy delivery and transport using a standard tractor trailer that can haul legal loads over the federal interstate and state highway transportation system. Vendor shall include clear instructions on proper bridge assembly using standard industry construction equipment. Bridge design shall allow for simple assembly that facilitates “quick install”, including a pre-installed decking system.

Hinged wingwalls and a timber wearing surface shall be included with the bridge either pre-installed or allowing for easy assembly (i.e. attachment hardware shall be included).

Bridge foundation shall bear on permanently installed sand shoes and also have the option to be bolted to a prefabricated concrete foundation.

Minimum Load: LIVE LOAD: HL-93 (per LRFD)

Specifications:

The steel bridge superstructure (including decking) in accordance with the current edition of AASHTO LRFD Bridge Design Specifications and the identified design loading state above.

Provide shop drawings for the bridge superstructure and decking that are sealed by a Professional Engineer (PE) licensed in either the state of bridge manufacture or the state where the bridge will be delivered. In addition to engineering drawings, provide design calculations sealed by a PE licensed as stated above for the superstructure stingers/girders/beams and decking system.

Provide load rating calculations for the superstructure that are in accordance with the current edition (with interims) of the “Manual for Bridge Evaluation” (use LRFR methodology, Ch 6a). Include the following vehicular configurations in the load rating calculations (using designated load modification factors):

• HL-93 (VEHICLE + LANE OR TANDEM AXLES + LANE);

• TYPE 3,

12363N25Q4256 Helene Repair Temp Bridge - NC Page 8 of 13

• TYPE 3S2,

• TYPE 3-3;

• SPECIAL HAUL VEHICLES SU4 THROUGH SU7

Rate the HL-93 for inventory and operating scenarios, and rate all other vehicles for the safe operating capacity, including impact.

Fabrication Specifications

• All steel shall be new, of domestic origin, and of minimum strength as indicated in stringer calculations.

• Fabrication and erection of steel components shall be in conformance to the AISC, Steel Construction Manual, 15th Edition, 2017 (AISC)\

• Welding procedures (including weld qualification test procedures) shall conform to the most current edition of AASHTO/AWS D1.5 (8th edition, published 2020).

Filler metal shall be in accordance with the applicable AWS Filler Metal Specification and shall match the corrosion properties of the base metal.

• Welders shall be qualified for each process and position used while fabricating the bridge. Qualification tests shall be in accordance with the most current edition of AWS D1.1/D1.5. All weld qualifications and records shall be kept in accordance with the Fabricator’s Quality Assurance Manual which has been approved by

AISC.

• Provide an anchoring system with the bridge that will allow for horizontally-oriented attachment of the bridge superstructure to an abutment (at a future time).

Qualifications of Bridge Manufacturer Qualified Bridge Manufacturers must have at least 5 years of experience fabricating these types of structures and shall have an up to date quality certification by AISC as Certified Bridge Fabrication - Advanced (Major) with Fracture Critical Endorsement.

Bridge Coating Provide a protective coating system for the steel in conformance to the applicable industry standard for the coating system. If black steel is utilized, provide as a minimum protection system one coat epoxy primer and one coat urethane topcoat, applied per manufacturer’s recommendations. Paint color and paint spec sheets shall be submitted to the CO for review and approval prior to application to the bridge.

Decking Provide decking that meets HL-93 live load requirements. If timber decking is used, clearly identify the tree species and dimensions and include decking calculations that show live loading requirements are met. Timber decking shall be secured onto the superstructure using bolt-on retainers (full length of each side of the bridge) to facilitate future decking replacement. Timber decking members shall be preservative/pressure treated using MCA or CCA and shall be treated for a “ground contact” scenario. Grade of lumber shall meet the minimum of the decking calculations. Provide material spec sheets for decking prior to ordering/installing materials.

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Bridge Foundation

• Steel Sand Shoe (Base Item) Provide a permanently installed steel sand shoe abutment for the temporary bridge that meets HL-93 live load requirements and all AASHTO LRFD Bridge Design Specification requirements.

• Precast Concrete Sill with Elastomeric Bearing Pads (Option Item)

Provide precast concrete sill (or equal if proposing an alternative foundation) as a bearing surface, with an assumed soil bearing capacity of 3000 PSF. Precast concrete shall be manufactured by a PCI or NPCA certified plant, or fabricated with an equivalent quality control process. Submit concrete sill shop drawings, concrete mix design, and calculations for approval by the CO at least 14 days prior to fabrication. Design and furnish elastomeric bearing pads, 1 inch thick, 60 Durometer, Low Temperature, Zone D, in conformance with AASHTO M251.

Provide material spec sheets for the bearing pads for approval 7 days prior to ordering materials.

Hardware and Structural Steel Furnish all steel shapes, plates, and bars in conformance with AASHTO M270 GRADE 36 (ASTM A36). Structural bolts used to field splice or connect all main members shall be ASTM F3125 Grade A325. The nuts for these structural bolts shall be ASTM A563.

One flat hardened washer meeting ASTM F436 shall be supplied with all bolts. All bolts, nuts and washers shall be galvanized and shall be furnished in an amount of 5% in excess of the number required for each size and length. Non-structural bolts shall be ASTM A307 bolts, with hot-dip galvanized coating.

If decking is nail-laminated, nails shall be hot-dipped galvanized. Reinforcing steel shall be in conformance to AASHTO M31 or M322. Provide material certifications for all hardware and structural steel prior to delivery of the bridge (and foundation members).

Bridge Rail System Furnish a barrier system on the bridge, to include reflector tabs (2-sided crystal) at alternate posts. Mount rail posts with top height max. 18” above running surface.

Design barrier system to Test Level 1 (TL-1) 13.5K static load (AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 7th EDITION WITH INTERIMS, TABLE A13.2-1). The rail system is owner designated, is not required to meet geometric requirements of LRFD, and is not required to be crash-tested, though it should be a configuration that re-directs traffic if impacted. Provide shop drawings for TL-1 barrier system for approval by the CO prior to fabrication (and installation on the bridge where applicable).

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Dimensions All longitudinal dimensions for the structure are measured horizontally and include no corrections for grade. Reinforcing steel splice lengths shall be in accordance with ACI 315 and AASHTO specifications.

Portability Bridge design shall allow for connection to Forest Service owned dolly for transportation and installation. Alternatively, a dolly option item is included and maybe awarded if determined to be advantageous to the government.

4. Period of Performance

Delivery of the prefabricated steel bridge(s) shall occur no later than October 1, 2025.

5. Inspection Requirements

The Contracting Officer reserves the right to inspect the bridge at the plant at any time during the fabriction process. Additionally, a final physical inspection of the prefabricated steel bridge shall be made before off-loading. The Contractor shall notify the Inspector 14 days prior to delivery to allow for sufficient time to coordinate the final inspection.

6. Warranty

The Contractor shall guarantee the prefabricated steel bridge and all parts furnished, except for consumables and wear parts, against defective material and workmanship for a period of one (1) year from the date of acceptance, or the length of the manufacturer’s warranty, whichever is longer. The Contractor shall promptly correct any defects found, at no increase in the contract price.

If the Government returns supplies to the Contractor for correction or replacement under this clause, the Contractor shall be liable for transportation charges up to an amount equal to the cost of transportation by the usual commercial method of shipment from the place of delivery specified in this contract (irrespective of the f.o.b. point or the point of acceptance) to the Contractor’s plant and return to the place of delivery specified in this contract. The Contractor shall also bear the responsibility for the supplies while in transit.

The Contractor shall be the source for warranty work regardless of the make of the component.

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Solicitation document and incorporated provisions and clauses are those in effect through Federal Acquisition Circular 2025-06

The full text of FAR provisions or clauses may be accessed electronically at https://www.acquisition.gov/ The following contract clauses apply to this acquisition:

FAR 52.212-4, “Contract Terms and Conditions–Commercial Items” FAR 52.212-5, “Contract Terms and Conditions Required to Implement Statutes or Executive Orders”

The following subparagraphs of FAR 52.212-5 are applicable:

• 52.219-6 Notice of Total Small Business Set-Aside.

Up to 25k

• 52.219-28 Post-Award Small Business Program Representation.

• 52.222-3 Convict Labor.

• 52.222-19 Child Labor---Cooperation with Authorities and Remedies.

• 52.222-21 Prohibition of Segregated Facilities.

• 52.222-26 Equal Opportunity.

• 52.222-36 Equal Opportunity for Workers with Disabilities.

• 52.222-41 Service Contract Labor Standards.

• 52.222-42 Statement of Equivalent Rates for Federal Hires.

Grade Pay

• 52.222-50 Combating Trafficking in Persons.

• 52.222-55 Minimum Wages Under Executive Order 13658.

• 52.222-62 Paid Sick Leave Under Executive Order 13706.

• 52.223-18 Encouraging Contractor Policies to Ban Text Messaging While Driving

• 52.225-1 Buy American -- Supplies.

The offeror certifies that the following end products are qualifying country end products:

Line Item No.: Country of Origin:

• 52.225-13 Restrictions on Certain Foreign Purchases.

• 52.232-33 Payment by Electronic Funds Transfer—System for Award Management.

Over 25K

• 52.204-10 Reporting Executive Compensation and First-Tier Subcontract Awards.

• 52.209-6, Protecting the Government's Interests When Subcontracting with Contractors Debarred, Suspended or Proposed.

• 52.225-3 Buy American -- Free Trade Agreements -- Israeli Trade Act.

Over 150K

• 52.219-14 Limitations on Subcontracting.

• 52.222-35 Equal Opportunity Veterans.

• 52.222-37 Employment Reports on Veterans.

ADDENDUM TO FAR CLAUSE 52.212-4, CONTRACT TERMS AND CONDITIONS—COMMERCIAL ITEMS

(INCORPORATED BY REFERENCE ON STANDARD FORM 1449)

• 52.204-18 Commercial and Government Entity Code Maintenance

• 52.223-2 Affirmative Procurement of Biobased Products Under Service and Construction Contracts.

• 52.232-40 Providing Accelerated Payments to Small Business Subcontractors.

• 52.217-8 Option to Extend Services.

12363N25Q4256 Helene Repair Temp Bridge - NC Page 12 of 13 https://www.acquisition.gov/

The Contracting Officer may exercise the option by written notice to the Contractor within prior to end of contract,

• 52.217-9 Option to Extend the Term of the Contract. (Mar 2000)

(a) The Government may extend the term of this contract by written notice to the Contractor within prior to end of contract; provided that the Government gives the Contractor a preliminary written notice of its intent to extend at least prior to end of contract. The preliminary notice does not commit the Government to an extension.

(b) If the Government exercises this option, the extended contract shall be considered to include this option clause.

(c) The total duration of this contract, including the exercise of any options under this clause, shall not exceed 5 years and 6 months.

(End of clause)

The following solicitation provisions apply to this acquisition:

52.212-1, “Instructions to Offerors–Commercial Items” 52.212-2, “Evaluation – Commercial Items” using Best Value 52.212-3, “Offerors Representations and Certifications–Commercial Items”

ADDENDUM TO FAR CLAUSE 52.212-1, Instructions to Offerors - Commercial Items (INCORPORATED BY

REFERENCE ON STANDARD FORM 1449)

• 52.204-16 Commercial and Government Entity Code Reporting.

• 52.204-22 Alternative Line Item Proposal.

• 52.204-24 Representation Regarding Certain Telecommunications and Video Surveillance Services or Equipment.

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