Sol_140L5220Q0023.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

LDA

BOISE ID 83709

1387 S. VINNELL WAY

BLM ID STATE OFC HR&ADMN (ID953)

0004276360 CODE 16. ADMINISTERED BYCODE

X

X

X

212321

SIZE STANDARD:

100.00 % FOR:SET ASIDE:UNRESTRICTED ORLDF

RFPIFB

10. THIS ACQUISITION ISCODE

RFQ

14. METHOD OF SOLICITATION

13b. RATING

NAICS:

SMALL BUSINESS

09/09/2020 1000 MT

08/25/2020

(208) 3733914Nathaniel Bertels (No collect calls)

INFORMATION CALL:

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

4. ORDER NUMBER3. AWARD/ 6. SOLICITATION

140L5220Q0023

5. SOLICITATION NUMBER

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

1 21 0040503686OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, & 30

TELEPHONE NO.

17a. CONTRACTOR/

BOISE ID 83705-5389

3948 DEVELOPMENT AVE

BLM-ID BOISE DISTRICT OFFICE*

15. DELIVER TO

IDAHO FALLS ID 83401

1405 HOLLIPARK DR.

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 FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

11.

SEE SCHEDULEX

12. DISCOUNT TERMS

THIS CONTRACT IS A

RATED ORDER UNDER

DPAS (15 CFR 700)

13a.

SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

HUBZONE SMALL

BUSINESS

8(A)

BLM ID-IDAHO FALLS DO(IDI00)

WOMEN-OWNED SMALL BUSINESS

(WOSB) ELIGIBLE UNDER THE WOMEN-OWNED

SMALL BUSINESS PROGRAM

EDWOSB

24.

AMOUNT

23.

UNIT PRICE

22.

UNIT

21.

QUANTITY

20.

SCHEDULE OF SUPPLIES/SERVICES

19.

ITEM NO.

Legacy Doc #: BLM Delivery: 12/15/2020

00010 Gravel for Purjue Project Product/Service Code: M1LB Product/Service Description: OPERATION OF

HIGHWAYS, ROADS, STREETS, BRIDGES, AND RAILWAYS

Period of Performance: 10/01/2020 to 12/15/2020 Continued ...

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

HEREIN, IS ACCEPTED AS TO ITEMS:

XX

DATED

Marie Rasmussen

. 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)

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 FAR 52.212-1, 52.212-4. FAR 52.212-3 AND 52.212-5 ARE ATTACHED. ADDENDA

26. TOTAL AWARD AMOUNT (For Govt. Use Only)

OFFER

STANDARD FORM 1449 (REV. 2/2012)

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:

REF.

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. 2/2012) BACK

24.

AMOUNT

23.

UNIT PRICE

22.

UNIT

21.

QUANTITY

20.

SCHEDULE OF SUPPLIES/SERVICES

19.

ITEM NO.

32f. TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE

32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT REPRESENTATIVE

21 2 of

This is a combined Synopsis/Solicitation for commercial items prepared in accordance with the format in Subpart 12.6, as supplemented with additional information included in this notice. This announcement constitutes the only solicitation; proposals are being requested and a written solicitation will not be issued. Firm, fixed-price quotes are requested under Request for Quotation (RFQ) Solicitation number 140L5220Q0023. This document incorporates provisions and clauses which are in effect through Federal Acquisition Regulations 2020-07. This solicitation is set-aside for small business under North American Industry Classification System (NAICS) code 212321.

Title: 2020 PURJUE CANYON GRAVEL

DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

Stockpiled Aggregate, "Subbase" (4-Inch Minus)

550 TON $ $

Stockpiled Aggregate, "D (Base)" (1-Inch Minus)

850 TON $ $

TOTAL $

This Solicitation is All or None

Period of Performance: 10/01/2020 – 12/15/2020

FOB Point: Destination - All delivery costs must be included in the unit price for each item.

Usage Tax: Quotes must include all Federal, State usage, and local taxes.

SPECIAL CONTRACT REQUIREMENTS

FOR THE CONSTRUCTION OF

Perjue Canyon Trailhead Gravel Stockpiling

Description of Work

A. Description of Work: Furnishing 1,400 total tons of aggregate to be comprised of

4-inch minus “Subbase” (550 tons) and 1-inch minus “D (Base)” (850 tons) material meeting the requirements of FP-14 section 703.05 Subbase, Base, and Surface Course Aggregate. Material shall be delivered and stockpiled by material type in the location identified on the attached map. The work area (maximum extent of disturbances) will be staked by the Government and is approximately 1-acre in size. The Contractor is responsible for watering for dust control and stockpiling aggregates in accordance with FP-14 sections 158 and 314, respectively.

B. Location: Aggregate is to be stockpiled at one (1) location along Mud Flat Road approximately 18 miles south of Grandview, Idaho.

Applicable Standard Specifications

The General Requirements (Division 100) and the applicable sections of Divisions 150 through 700 of the Federal Highway Administration’s "Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14, U.S. Customary Units" of the U.S.

Department of Transportation, Federal Highway Administration apply to this project as modified by these Special Contract Requirements and Contract Clauses contained in the contract. Unless otherwise noted, all reference headings in these Special Contract Requirements refer to divisions, sections, subsections, articles or paragraphs of the Standard Specifications, FP-14. The Contractor shall keep a copy of FP-14 on site during all construction for this project.

The FP-14 is a separately published book by the Federal Lands Highway. To download FP-14 or to obtain a hard copy, visit:

https://highways.dot.gov/federal-lands/specs https://highways.dot.gov/federal-lands/specs

PREFACE

Delete the Preface and substitute the following:

These Standard Specifications for the Construction of Roads and Bridges on Federal Highway Projects are issued primarily for constructing roads and bridges on Federal Highway projects under the direct administration of the Bureau of Land Management. These specifications are cited as "FP-14" indicating "Federal Project" Standard Specifications issued in 2014 and contain both United States Customary and Metric units of measure.

When designated in a contract, the FP-14 becomes part of the contract and binding upon all parties to the contract. Construction contracts of the Bureau of Land Management are also governed by the following regulations:

● Federal Acquisition Regulation (FAR), Title 48, Code of Federal Regulations, Chapter 1

The FAR regulations are not included in the FP-14. A complete copy of the FAR is available from the Superintendent of Documents, Congressional Sales Office, U.S. Government Printing Office, Washington, DC 20402.

U.S. Customary units of measure are used in the FP-14 as provided in the November 25, 2008 Memorandum from Jeffrey F. Paniati entitled Update on Metric Use Requirements for FHWA Documents. Metric units are noted in parentheses following the U.S. Customary Units. The references to Metric or Metric units apply only when the project or portion of the project expressly calls for Metric units of measure.

DIVISION 100

GENERAL REQUIREMENTS

Section 101. – TERMS, FORMAT AND DEFINITIONS

101.01 Meaning of Terms. Add the following:

Delete all references to the TAR (Transportation Acquisition Regulations) in the specifications.

101.03 Abbreviations. Add the following to (a) Acronyms:

AA

AAN

AAR

ABA

ACPA

ADA

AFPA

AI

AIA

ARA

AREA

ASCE

ASCII

ASLA

BLM

FTMS

GSA

IEEE

MIL

MSHA

NESC

NFPA

PCA

SAE

USFS

USGS

USPS

WCLIB

WWPI

Aluminum Association American Association of Nurserymen Association of American Railroad Architectural Barriers Act American Concrete Pavement Association Americans with Disabilities Act American Forest and Paper Association Asphalt Institute American Institute of Architects American Railway Association American Railway Engineering Association American Society of Civil Engineers American Standard Code for Information Interchange American Society of Landscape Architects Bureau of Land Management Federal Test Method Standard General Services Administration Institute of Electrical and Electronic Engineers Military Specifications Mine Safety and Health Administration National Electrical Safety Code National Forest Products Association Portland Cement Association Society of Automotive Engineers United States Forest Service United States Geological Survey United States Postal Service West Coast Lumber Inspection Bureau Western Wood Preservers Institute

Add the following to (b) U.S. Customary unit abbreviations and symbols:

hr mp ppm

Hour Milepost Part Per Million

101.04 Definitions. Delete the definitions for the following terms:

Bid Bidder

Modify the following definitions as follows:

Contract Time – Delete this definition and substitute the following:

Period of Performance (POP) – The specified time allowed for completion of contract work.

Notice to Proceed – Delete this definition and substitute the following:

Notice to Proceed – Written notice from the Contracting Officer to the Contractor to begin the contract work.

Right-of-Way – Delete this definition and substitute the following:

Right-of-Way – A general term denoting (1) the privilege to pass over land in some particular line (including easement, lease, permit, or license to occupy, use, or traverse public or private lands), or (2) Real property necessary for the project, including roadway, buffer areas, access, and drainage areas.

Add the following:

Maximum Particle Size – The smallest sieve opening through which all particles in the material will pass.

Neat Line – A line defining the proposed or specified limits of an excavation or structure.

Section 102. – BID, AWARD, AND EXECUTION OF CONTRACT

Delete this section in its entirety.

Section 103. – SCOPE OF WORK

103.02 Disputes. Delete in its entirety.

103.03 Value Engineering. Delete in its entirety.

103.04 Contractor Records. Delete in its entirety.

Section 104. – CONTROL OF WORK

104.01 Authority of the Contracting Officer (CO). Delete in its entirety.

104.02 Authority of Inspectors. Delete in its entirety.

104.03 Specifications and Drawings.

(c) As-built drawings. Modify the first sentence to read as follows: Use one set of Contractor-provided plans exclusively for as-built drawings.

(d) Submittals. Add this section:

Test Reports: The Contractor shall provide 2 copies of grain-size analysis reports to the Contracting Officer. Reports shall include testing facility name, address, telephone number, and names of full-time responsible officers.

104.04 Coordination of Contract Documents. Delete in its entirety.

Section 106. – ACCEPTANCE OF WORK

106.05 Statistical Evaluation of Work and Determination of Pay Factor. Delete in its entirety, including all references to Statistical Evaluation. All references to Section 106.05 shall be replaced with references to Section 106.04 Measured or Tested Conformance.

Section 107. – LEGAL RELATIONS AND RESPONSIBILITY TO THE

PUBLIC

107.01 Laws to be Observed. Delete in its entirety.

107.03 Bulletin Board. Delete in its entirety.

107.05 Responsibility for Damage Claims. Delete in its entirety.

107.06 Contractor’s Responsibility for Work. Delete in its entirety.

107.09 Legal Relationship of the Parties. Delete in its entirety.

107.10 Environmental Protection.

(e) Project specific Environmental Protection. Add this section:

Section 108. – PROSECUTION AND PROGRESS

Delete this section in its entirety.

Section 109. – MEASUREMENT AND PAYMENT

109.03 Weighing Procedures and Devices.

(c) Project weighing system. Add the following:

Manual scales may be used if approved in writing by the CO and if the method of weighing meets all other contract requirements. For aggregates weighed for payment, adjust scale weights of material to deduct the daily average moisture content in excess of 2 percentage points over optimum moisture as determined by AASHTO T 99 or the designated compaction method. If moisture determination is necessary, determine the daily average moisture content in accordance with AASHTO T 255, from not less than three representative samples of aggregate taken at random intervals each day that aggregate is being weighed.

109.06 Pricing of Adjustments. Delete in its entirety.

109.07 Eliminated Work. Delete in its entirety.

109.08 Progress Payments. Delete in its entirety.

109.09 Final Payment. Delete in its entirety.

DIVISION 150

PROJECT REQUIREMENTS

Section 158. – WATERING FOR DUST CONTROL

158.05 Measurement. Delete in its entirety.

158.06 Payment. Delete in its entirety.

DIVISION 300

AGGREGATE AND BASE COURSES

Section 314. – STOCKPILED AGGREGATES

314.04 Stockpile Site. Delete in its entirety.

DIVISION 700

MATERIAL

Section 703. – AGGREGATE

703.01 Fine Aggregate for Concrete. Delete in its entirety.

703.02 Coarse Aggregate for Concrete. Delete in its entirety.

703.03 Granular Backfill. Delete in its entirety.

703.04 Reserved. Delete in its entirety.

703.05 Subbase, Base, and Surface Course Aggregate.

(b) Subbase or base aggregate. Modify the “Subbase” aggregate (1) Gradation Table 703-2 ONLY to read as follows (NOTE: “D (Base)” FP-14 requirements and gradations remain in effect and unchanged):

Table 703-2 Target Value Ranges for Subbase and Base Gradation

Sieve Size Percent by Mass Passing Designated Sieve (AASHTO T 27 and T 11) Grading Designation

Subbase 4 inch (100 mm) 100(1) 3 inch (75 mm) 90 – 100

No. 4 (4.75 µm) 30 – 60 No. 200 (75 µm) <10.0

(1) Statistical procedures do not apply.

703.06 Crushed Aggregate. Delete in its entirety.

703.07 Asphalt Concrete Aggregate. Delete in its entirety.

703.08 Open-Graded Asphalt Friction Course Aggregate. Delete in its entirety.

703.09 Chip Seal Aggregate. Delete in its entirety.

703.10 Slurry Seal and Micro Surfacing Aggregate. Delete in its entirety.

703.11 Reserved. Delete in its entirety.

703.12 Blotter. Delete in its entirety.

703.13 Aggregate for Aggregate-Topsoil Course. Delete in its entirety.

703.14 Sand. Delete in its entirety.

703.15 Aggregate for Lean Concrete Backfill. Delete in its entirety.

703.16 Shotcrete Aggregate. Delete in its entirety.

703.17 Granular Rock Backdrain. Delete in its entirety.

Perjue Canyon Trailhead Gravel Stockpiling Work Site Location Photograph (July 2020)

Photograph 1, Perjue Gravel Stockpile Location Looking East From Asphalted Mud Flat Road

The following provisions and clauses apply to this procurement: FAR 52.212-1 Instructions to Offerors - Commercial Items; FAR 52.212-3 Offeror Representations and Certifications - Commercial Items; 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 - Commercial Items (paragraph (b) following clauses apply; FAR 52.219-6; FAR 52.219-28; FAR 52.222-3; FAR 52.222-21; FAR 52.222-22; FAR 52.222-26; FAR 52.222-36; FAR 52.222-50;

FAR 52.225-1; FAR 52.232-33); FAR 52.204-7 System for Award Management; FAR 52.204- 16 Commercial and Government Entity Code Reporting; FAR 52.204-17 Ownership or Control of Offeror; FAR 52.204-19 Incorporation by Reference of Representations and Certifications;

FAR 52.211-5 Material Requirements; FAR 52.211-6 Brand Name or Equal; FAR 52.222-19 Child Labor-Cooperation with Authorities and Remedies; 52.222-55, Minimum Wages Under Executive Order 13658; FAR 52.223-3 Alt. 1 Hazardous Material Identification and Material Safety Data; FAR 52.223-6 Drug-Free Workplace; FAR 52.223-18 Encouraging Contractor Policies to Ban Text Messaging while Driving; FAR 52.236-2 Differing Site Conditions; FAR 52.242-15 Stop-Work Order.

The full text of these provisions and clauses may be accessed electronically at http://www.acquisition.gov/far or upon request to the Contracting Officer.

The overall proposal shall consist of a completed Standard Form 1449, completed Bid Schedule, Delivery (the number of days ARO). Due Date: Wednesday, September 9, 2020 at 10:00AM Mountain Time. Quotes will be accepted via Email at nbertels@blm.gov. Offerors must be registered and active in the System for Award Management (SAM) database found at https://www.sam.gov http://www.acquisition.gov/far https://www.sam.gov/

20 21

Poison Creek Cut- off Rd

Mud Fl at R d

R 02 E

R 02 E

T 0 7 S

T 0 7 S

No warranty is made by the Bureau of Land Management.

The accuracy, reliability, or completeness of these data for individual use or aggregate use with other data is not guaranteed.

This map cannot be made Section 508 compliant.

For help with its data or information, please contact the BLM Idaho State Office webmaster at (208) 373-4000.

I

0 0.25 0.5 Miles

1 Acre Stockpile Site Surface Management Agency:

Bureau of Land Management State of Idaho

R:\loc\gis\Projects_GISuser\BruneauFO\Recreation\PerjueCanyonRecSite\Mxds\GravelStockpileSite.mxd

Map date: July 15, 2020

U.S. Department of the Interior Bureau of Land Management, Idaho Boise District, Bruneau Field Office

Perjue Canyon Trailhead Gravel Stockpiling - Site Location

Oreana Loop Road

Mud Flat Rd ddubkowski Text Box Work Location (Lat./Long.):

42.797814, -116.228928

Perjue Gravel SP-Site Map_Rev08-07-20