SF 1449.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

7EAY

REDDING CA 96002

SUITE 180

3644 AVTECH PARKWAY

USDA-FS CSA SOUTHWEST 1

9A08 CODE 16. ADMINISTERED BYCODE

X

X

X

238120

SIZE STANDARD:

100.00 % FOR:SET ASIDE:UNRESTRICTED OR7EAY

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

07/14/2023 1400 ET

06/30/2023

JOSHUA WILLIAMS

(No collect calls)

INFORMATION CALL:

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

4. ORDER NUMBER3. AWARD/ 6. SOLICITATION

127EAY23Q0062

5. SOLICITATION NUMBER

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

1 3 1098297OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, & 30

TELEPHONE NO.

17a. CONTRACTOR/

See Schedule

15. DELIVER TO

REDDING CA 96002

SUITE 180

3644 AVTECH PARKWAY

9. ISSUED BY

7.

2. CONTRACT NO.

EFFECTIVE DATE

$19

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 CSA SOUTHWEST 1

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.

DELIVER TO:

USDA FOREST SERVICE

MODOC NATIONAL FOREST

DEVILS GARDEN-WARNER MT RANGER DIST

225 W 8TH STREET

ALTURAS CA 96101 US

Delivery: 12/31/2023

0001 Furnish three (3) single-stall, precast concrete 3 EA vault toilets with all needed accessories.

Continued ...

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

HEREIN, IS ACCEPTED AS TO ITEMS:

X

XX

DATED

MATTHEW J. BILLHARDT

. 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 (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

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.

Manufacture, deliver, set in pre-excavated hole, and assemble three single-stall pre-cast concrete vault toilets per the attached specifications.

Toilet shall be Boom Concrete Clovermist Plus

Model, CXT Gunnison Model, or equivalent or better. Vault toilet should include all accessories for its use. The cost will include a crane and operator to unload and place the vault and toilet structure in the prepared site. If excavation option is exercised the contractor will be responsible for full installation.

Otherwise, the government will perform site preparation and excavation before installation of new precast vault toilets, as well as backfilling and cleanup operations.

The Forest Service is seeking to purchase three

(3) single-stall pre-cast concrete vault toilets.

Toilets will be installed in new locations at trailheads and recreation sites. Vault toilets will be prefabricated products currently used nationwide for continuity purposes and ease of product availability and repairs.

Project locations will include Pine Creek Basin

Trailhead, Pit River Trailhead, and Rainbow

Obsidian Collection Site.

0002 Delivery and Crane Operation 3 LS

Continued ...

32f. TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE

32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT REPRESENTATIVE

3 2 of

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

3 3

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

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

127EAY23Q0062

Manufacture, deliver, set in pre-excavated hole, and assemble three single-stall pre-cast concrete vault toilets per the attached specifications.

Toilet shall be Boom Concrete Clovermist Plus

Model, CXT Gunnison Model, or equivalent or better. Vault toilet should include all accessories for its use. The cost will include a crane and operator to unload and place the vault and toilet structure in the prepared site. If excavation option is exercised the contractor will be responsible for full installation.

Otherwise, the government will perform site preparation and excavation before installation of new precast vault toilets, as well as backfilling and cleanup operations.

The Forest Service is seeking to purchase three

(3) single-stall pre-cast concrete vault toilets.

Toilets will be installed in new locations at trailheads and recreation sites. Vault toilets will be prefabricated products currently used nationwide for continuity purposes and ease of product availability and repairs.

Project locations will include Pine Creek Basin

Trailhead, Pit River Trailhead, and Rainbow

Obsidian Collection Site.

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

Sponsored by GSA

FAR (48 CFR) 53.110

Contents

PART A – SCHEDULE OF ITEMS

General Information

Project Locations

Contractor Requirements

Manufacture Criteria

Materials

Warranty

Delivery Date

52.212-1 Instructions to Offerors – Commercial Products and Commercial Services (MAR 2023)

52.212-2 Evaluation – Commercial Products and Commercial Services (NOV 2021)

REPRESENTATIONS & CERTIFICATIONS

SECTION II - CONTRACT CLAUSES

52.252-2 Clauses Incorporated by Reference (FEB 1998)

This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es):

Federal Acquisition Regulation (FAR) Clauses:

https://www.acquisition.gov/browse/index/far (FAR clauses begin with 52) Department of Agriculture Acquisition Regulation (AGAR) Clauses:

https://www.acquisition.gov/agar (AGAR clauses begin with 452) FAR and AGAR Deviations to clauses may be viewed at: Policies & Regulations | USDA

52.204-13 System for Award Management Maintenance (OCT 2018)

52.204-18 Commercial and Government Entity Code Maintenance (AUG 2020)

52.212-4 Contract Terms and Conditions – Commercial Products and Commercial Services

(DEC 2022) (DEVIATION 2017-1)

Addenda to 52.212-4:

52.212-5 Contract Terms and Conditions Required to Implement Statutes or Executive Orders– Commercial Products and Commercial Services (JUN 2023) (DEVIATION 2017-1, DEVIATION DEC 2022)

(a) The Contractor shall comply with the following Federal Acquisition Regulation (FAR) clauses, which are incorporated in this contract by reference, to implement provisions of law or Executive orders applicable to acquisitions of commercial products and commercial services:

(1) 52.203-19, Prohibition on Requiring Certain Internal Confidentiality Agreements or Statements (Jan 2017) (section 743 of Division E, Title VII, of the Consolidated and Further Continuing Appropriations Act, 2015 (Pub. L. 113-235) and its successor provisions in subsequent appropriations acts (and as extended in continuing resolutions)).

(2) 52.204-23, Prohibition on Contracting for Hardware, Software, and Services Developed or Provided by Kaspersky Lab and Other Covered Entities (Nov 2021) (Section 1634 of Pub. L. 115- 91).

(3) 52.204-25, Prohibition on Contracting for Certain Telecommunications and Video Surveillance Services or Equipment. (Nov 2021) (Section 889(a)(1)(A) of Pub. L. 115-232).

(4) 52.209-10, Prohibition on Contracting with Inverted Domestic Corporations (Nov 2015)

(5) 52.232-40, Providing Accelerated Payments to Small Business Subcontractors (MAR 2023)

(31 U.S.C.3903 and 10 U.S.C. 3801)

(6) 52.233-3, Protest After Award (Aug 1996) (31 U.S.C. 3553).

https://www.acquisition.gov/browse/index/far https://www.acquisition.gov/agar https://www.usda.gov/da/ocp/ppd/policies-regulations https://www.usda.gov/sites/default/files/documents/far-class-deviation-implement-whistleblower-protection.pdf https://www.usda.gov/sites/default/files/documents/far-class-deviation-implement-whistleblower-protection.pdf https://www.usda.gov/sites/default/files/documents/far-class-deviation-regarding-threshold-small-disadvantaged-business.pdf

(7) 52.233-4, Applicable Law for Breach of Contract Claim (Oct 2004) (Public Laws 108-77 and 108-78 (19 U.S.C. 3805note)).

(b) The Contractor shall comply with the FAR clauses in this paragraph (b) that the Contracting Officer has indicated as being incorporated in this contract by reference to implement provisions of law or Executive orders applicable to acquisitions of commercial products and commercial services:

[Contracting Officer check as appropriate.]

☐ (1) 52.203-6, Restrictions on Subcontractor Sales to the Government (June 2020), with Alternate I (Nov 2021) (41 U.S.C. 4704 and 10 U.S.C. 4655).

☐ (2) 52.203-13, Contractor Code of Business Ethics and Conduct (Nov 2021) (41 U.S.C. 3509)).

☐ (3) 52.203-15, Whistleblower Protections under the American Recovery and Reinvestment Act of 2009 (Jun 2010) (Section 1553 of Pub. L. 111-5). (Applies to contracts funded by the American Recovery and Reinvestment Act of 2009.)

☐ (4) 52.203-17, Contractor Employee Whistleblower Rights and Requirement to Inform Employees of Whistleblower Rights (Jun 2020) (DEVIATION 2017-1) (Whistleblower Guidance to Contractor Employees)

☒ (5) 52.204-10, Reporting Executive Compensation and First-Tier Subcontract Awards (Jun 2020) (Pub. L. 109-282) (31 U.S.C. 6101 note).

☐ (6) 52.204-14, Service Contract Reporting Requirements (Oct 2016) (Pub. L. 111-117, section 743 of Div. C).

☐ (7) 52.204-15, Service Contract Reporting Requirements for Indefinite-Delivery Contracts (Oct 2016) (Pub. L. 111-117, section 743 of Div. C).

☒ (8) 52.204-27, Prohibition on a ByteDance Covered Application (JUN 2023) (Section 102 of Division R of Pub. L. 117-328).

☒ (9) 52.209-6, Protecting the Government’s Interest When Subcontracting with Contractors Debarred, Suspended, or Proposed for Debarment. (Nov 2021) (31 U.S.C. 6101note).

☐ (10) 52.209-9, Updates of Publicly Available Information Regarding Responsibility Matters (Oct 2018) (41 U.S.C. 2313).

☐ (11) [Reserved].

☐ (12) (i) 52.219-3, Notice of HUBZone Set-Aside or Sole-Source Award (Oct 2022) (15 U.S.C.657a).

☐ (13) (i) 52.219-4, Notice of Price Evaluation Preference for HUBZone Small Business Concerns (Oct 2022) (if the offeror elects to waive the preference, it shall so indicate in its offer) (15 U.S.C. 657a).

☐ (14) [Reserved]

☒ (15) (i) 52.219-6, Notice of Total Small Business Set-Aside (Nov 2020) (15 U.S.C.644).

☐ (ii) Alternate I (Mar 2020) of 52.219-6.

☐ (16) (i) 52.219-7, Notice of Partial Small Business Set-Aside (Nov 2020) (15 U.S.C. 644).

☐ (ii) Alternate I (Mar 2020) of 52.219-7.

☐ (17) 52.219-8, Utilization of Small Business Concerns (Oct 2022) (15 U.S.C. 637(d)(2) and

(3)).(DEVIATION DEC 2022)

https://www.usda.gov/sites/default/files/documents/far-class-deviation-implement-whistleblower-protection.pdf https://view.officeapps.live.com/op/view.aspx?src=https%3A%2F%2Fcontent.govdelivery.com%2Fattachments%2FUSDAPSD%2F2023%2F04%2F04%2Ffile_attachments%2F2456937%2FWhistleblower%2520Guidance.docx&wdOrigin=BROWSELINK https://view.officeapps.live.com/op/view.aspx?src=https%3A%2F%2Fcontent.govdelivery.com%2Fattachments%2FUSDAPSD%2F2023%2F04%2F04%2Ffile_attachments%2F2456937%2FWhistleblower%2520Guidance.docx&wdOrigin=BROWSELINK https://www.usda.gov/sites/default/files/documents/far-class-deviation-regarding-threshold-small-disadvantaged-business.pdf

☐ (18) (i) 52.219-9, Small Business Subcontracting Plan (Oct 2022) (15 U.S.C. 637(d)(4)).

☐ (ii) Alternate I (Nov 2016) of 52.219-9.

☐ (iii) Alternate II (Nov 2016) of 52.219-9.

☐ (iv) Alternate III (Jun 2020) of 52.219-9.

☐ (v) Alternate IV (Sep 2021) of 52.219-9.

☐ (19) (i) 52.219-13, Notice of Set-Aside of Orders (Mar 2020) (15 U.S.C. 644(r)).

☐ (ii) Alternate I (MAR 2020) of 52.219-13

☐ (20) 52.219-14, Limitations on Subcontracting (Oct 2022) (15 U.S.C.637s) [Contracting Officer check as appropriate.]

☐ By the end of the base term of the contract and then by the end of each subsequent option period; or

☐ By the end of the performance period for each order issued under the contract.

☐ (21) 52.219-16, Liquidated Damages-Subcontracting Plan (Sep 2021) (15 U.S.C.

637(d)(4)(F)(i)).

☐ (22) 52.219-27, Notice of Service-Disabled Veteran-Owned Small Business Set-Aside (Oct 2022) (15 U.S.C. 657f).

☒ (23) (i) 52.219-28, Post Award Small Business Program Rerepresentation (MAR 2023) (15 U.S.C. 632(a)(2)).

☐ (ii) Alternate I (MAR 2020) of 52.219-28.

☐ (24) 52.219-29, Notice of Set-Aside for, or Sole Source Award to, Economically Disadvantaged Women-Owned Small Business Concerns (Oct 2022) (15 U.S.C. 637(m)).

☐ (25) 52.219-30, Notice of Set-Aside for, or Sole Source Award to, Women-Owned Small Business Concerns Eligible Under the Women-Owned Small Business Program (Oct 2022) (15 U.S.C. 637(m)).

☐ (26) 52.219-32, Orders Issued Directly Under Small Business Reserves (Mar 2020) (15 U.S.C.

644(r)).

☐ (27) 52.219-33, Nonmanufacturer Rule (Sep 2021) (15 U.S.C. 637(a)(17)).

☐ (28) 52.222-3, Convict Labor (Jun 2003) (E.O.11755).

☐ (29) 52.222-19, Child Labor-Cooperation with Authorities and Remedies (Dec 2022) (E.O.13126).

☒ (30) 52.222-21, Prohibition of Segregated Facilities (Apr 2015).

☒ (31) (i) 52.222-26, Equal Opportunity (Sep 2016) (E.O.11246).

☐ (ii) Alternate I (Feb 1999) of 52.222-26.

☐ (32) (i) 52.222-35, Equal Opportunity for Veterans (Jun 2020) (38 U.S.C. 4212).

☐ (ii) Alternate I (Jul 2014) of 52.222-35.

☒ (33) (i) 52.222-36, Equal Opportunity for Workers with Disabilities (Jun 2020) (29 U.S.C.793).

☐ (ii) Alternate I (Jul 2014) of 52.222-36.

☐ (34) 52.222-37, Employment Reports on Veterans (Jun 2020) (38 U.S.C. 4212).

☐ (35) 52.222-40, Notification of Employee Rights Under the National Labor Relations Act (Dec 2010) (E.O. 13496).

☒ (36) (i) 52.222-50, Combating Trafficking in Persons (Nov 2021) (22 U.S.C. chapter 78 and E.O. 13627).

☐ (ii) Alternate I (Mar 2015) of 52.222-50 (22 U.S.C. chapter78 and E.O. 13627).

☐ (37) 52.222-54, Employment Eligibility Verification (May 2022). (Executive Order 12989). (Not applicable to the acquisition of commercially available off-the-shelf items or certain other types of commercial products or commercial services as prescribed in FAR 22.1803.)

☐ (38) (i) 52.223-9, Estimate of Percentage of Recovered Material Content for EPA–Designated Items (May 2008) (42 U.S.C. 6962(c)(3)(A)(ii)). (Not applicable to the acquisition of commercially available off-the-shelf items.)

☐ (ii) Alternate I (May 2008) of 52.223-9 (42 U.S.C. 6962(i)(2)(C)). (Not applicable to the acquisition of commercially available off-the-shelf items.)

☐ (39) 52.223-11, Ozone-Depleting Substances and High Global Warming Potential Hydrofluorocarbons (Jun 2016) (E.O. 13693).

☐ (40) 52.223-12, Maintenance, Service, Repair, or Disposal of Refrigeration Equipment and Air Conditioners (Jun 2016) (E.O. 13693).

☐ (41) (i) 52.223-13, Acquisition of EPEAT®-Registered Imaging Equipment (Jun 2014) (E.O.s 13423 and 13514).

☐ (ii) Alternate I (Oct 2015) of 52.223-13.

☐ (42) (i) 52.223-14, Acquisition of EPEAT®-Registered Televisions (Jun 2014) (E.O.s 13423 and 13514).

☐ (ii) Alternate I (Jun 2014) of 52.223-14.

☐ (43) 52.223-15, Energy Efficiency in Energy-Consuming Products (May 2020) (42 U.S.C.

8259b).

☐ (44) (i) 52.223-16, Acquisition of EPEAT®-Registered Personal Computer Products (Oct 2015) (E.O.s 13423 and 13514).

☐ (ii) Alternate I (Jun 2014) of 52.223-16.

☒ (45) 52.223-18, Encouraging Contractor Policies to Ban Text Messaging While Driving (Jun 2020) (E.O. 13513).

☐ (46) 52.223-20, Aerosols (Jun 2016) (E.O. 13693).

☐ (47) 52.223-21, Foams (Jun 2016) (E.O. 13693).

☐ (48) (i) 52.224-3 Privacy Training (Jan 2017) (5 U.S.C. 552 a).

☐ (ii) Alternate I (Jan 2017) of 52.224-3.

☒ (49)(i) 52.225-1, Buy American-Supplies (Oct 2022) (41 U.S.C. chapter 83).

☐(ii) Alternate I (Oct 2022) of 52.225-1

☐ (50) (i) 52.225-3, Buy American-Free Trade Agreements-Israeli Trade Act (DEC 2022) (19 U.S.C. 3301 note, 19 U.S.C. 2112 note, 19 U.S.C. 3805 note, 19 U.S.C. 4001 note, 19 U.S.C.

chapter 29 (sections 4501-4732), Public Law. 103-182, 108-77, 108-78, 108-286, 108-302, 109-53, 109-169, 109-283, 110-138, 112-41, 112-42, and 112-43.

☐(ii) Alternate I [Reserved]

☐(iii) Alternate II (Dec 2022) of 52.225-3.

☐(iv) Alternate III (Jan 2021) of 52.225-3.

☐(v) Alternate IV (Oct 2022) of 52.225-3.

☐ (51) 52.225-5, Trade Agreements (Dec 2022) (19 U.S.C. 2501, et seq., 19 U.S.C. 3301 note).

☒ (52) 52.225-13, Restrictions on Certain Foreign Purchases (FEB 2021) (E.O.’s, proclamations, and statutes administered by the Office of Foreign Assets Control of the Department of the Treasury).

☐ (53) 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. Subtitle A, Part V, Subpart G Note).

☐ (54) 52.226-4, Notice of Disaster or Emergency Area Set-Aside (Nov 2007) (42 U.S.C. 5150).

☐ (55) 52.226-5, Restrictions on Subcontracting Outside Disaster or Emergency Area (Nov 2007) (42 U.S.C. 5150).

☐ (56) 52.229-12, Tax on Certain Foreign Procurements (Feb 2021).

☐ (57) 52.232-29, Terms for Financing of Purchases of Commercial Products and Commercial Services (Nov 2021) (41 U.S.C.4505, 10 U.S.C.3805).

☐ (58) 52.232-30, Installment Payments for Commercial Products and Commercial Services (Nov 2021) (41 U.S.C.4505, 10 U.S.C.3805).

☒ (59) 52.232-33, Payment by Electronic Funds Transfer-System for Award Management (Oct 2018) (31 U.S.C. 3332).

☐ (60) 52.232-34, Payment by Electronic Funds Transfer-Other than System for Award Management (Jul 2013) (31 U.S.C.3332).

☐ (61) 52.232-36, Payment by Third Party (May 2014) (31 U.S.C.3332).

☐ (62) 52.239-1, Privacy or Security Safeguards (Aug 1996) (5 U.S.C. 552a).

☐ (63) 52.242-5, Payments to Small Business Subcontractors (Jan 2017) (15 U.S.C. 637(d)(13)).

☐ (64) (i) 52.247-64, Preference for Privately Owned U.S.-Flag Commercial Vessels (Nov 2021) (46 U.S.C. 55305 and 10 U.S.C. 2631).

☐ (ii) Alternate I (Apr 2003) of 52.247-64.

☐ (iii) Alternate II (Nov 2021) of 52.247-64.

(c) The Contractor shall comply with the FAR clauses in this paragraph (c), applicable to commercial services, that the Contracting Officer has indicated as being incorporated in this contract by reference to implement provisions of law or Executive orders applicable to acquisitions of commercial products and commercial services:

Contracting Officer check as appropriate.]

☐ (1) 52.222-41, Service Contract Labor Standards (Aug 2018) (41 U.S.C. chapter 67).

☐ (2) 52.222-42, Statement of Equivalent Rates for Federal Hires (May 2014) (29 U.S.C. 206 and 41 U.S.C. chapter 67).

In compliance with the Service Contract Labor Standards statute and the regulations of the Secretary of Labor (29 CFR Part 4), this clause identifies the classes of service employees expected to be employed under the contract and states the wages and fringe benefits payable to each if they were employed by the contracting agency subject to the provisions of 5 U.S.C.5341 or 5 332.

This Statement is for Information Only: It is not a Wage Determination http://uscode.house.gov/browse.xhtml;jsessionid=114A3287C7B3359E597506A31FC855B3 http://uscode.house.gov/browse.xhtml;jsessionid=114A3287C7B3359E597506A31FC855B3 http://uscode.house.gov/browse.xhtml;jsessionid=114A3287C7B3359E597506A31FC855B3

Employee Class Monetary Wage/Fringe Benefits

☐ (3) 52.222-43, Fair Labor Standards Act and Service Contract Labor Standards-Price Adjustment (Multiple Year and Option Contracts) (Aug 2018) (29 U.S.C. 206 and 41 U.S.C.

chapter 67).

☐ (4) 52.222-44, Fair Labor Standards Act and Service Contract Labor Standards-Price Adjustment (May 2014) (29 U.S.C. 206 and 41 U.S.C. chapter 67).

☐ (5) 52.222-51, Exemption from Application of the Service Contract Labor Standards to Contracts for Maintenance, Calibration, or Repair of Certain Equipment-Requirements (May 2014) (41 U.S.C. chapter 67).

☐ (6) 52.222-53, Exemption from Application of the Service Contract Labor Standards to Contracts for Certain Services-Requirements (May 2014) (41 U.S.C. chapter 67).

☐ (7) 52.222-55, Minimum Wages for Contractor Workers Under Executive Order 14026 (Jan 2022).

☐ (8) 52.222-62, Paid Sick Leave Under Executive Order 13706 (Jan 2022) (E.O. 13706).

☐ (9) 52.226-6, Promoting Excess Food Donation to Nonprofit Organizations (Jun 2020) (42 U.S.C. 1792).

(d) Comptroller General Examination of Record. The Contractor shall comply with the provisions of this paragraph (d) if this contract was awarded using other than sealed bid, is in excess of the simplified acquisition threshold, as defined in FAR 2.101, on the date of award of this contract, and does not contain the clause at 52.215-2, Audit and Records-Negotiation.

(1) The Comptroller General of the United States, or an authorized representative of the Comptroller General, shall have access to and right to examine any of the Contractor’s directly pertinent records involving transactions related to this contract.

(2) The Contractor shall make available at its offices at all reasonable times the records, materials, and other evidence for examination, audit, or reproduction, until 3 years after final payment under this contract or for any shorter period specified in FAR subpart 4.7, Contractor Records Retention, of the other clauses of this contract. If this contract is completely or partially terminated, the records relating to the work terminated shall be made available for 3 years after any resulting final termination settlement. Records relating to appeals under the disputes clause or to litigation or the settlement of claims arising under or relating to this contract shall be made available until such appeals, litigation, or claims are finally resolved.

(3) As used in this clause, records include books, documents, accounting procedures and practices, and other data, regardless of type and regardless of form. This does not require the Contractor to create or maintain any record that the Contractor does not maintain in the ordinary course of business or pursuant to a provision of law.

(e) (1) Notwithstanding the requirements of the clauses in paragraphs (a), (b), (c), and (d) of this clause, the Contractor is not required to flow down any FAR clause, other than those in this paragraph (e)(1), in a subcontract for commercial products or commercial services. Unless otherwise indicated below, the extent of the flow down shall be as required by the clause-

(i) 52.203-13, Contractor Code of Business Ethics and Conduct (Nov 2021) (41 U.S.C.

3509).

(ii) 52.203-19, Prohibition on Requiring Certain Internal Confidentiality Agreements or Statements (Jan 2017) (section 743 of Division E, Title VII, of the Consolidated and Further Continuing Appropriations Act, 2015 (Pub. L. 113-235) and its successor provisions in subsequent appropriations acts (and as extended in continuing resolutions)).

(iii) 52.204-23, Prohibition on Contracting for Hardware, Software, and Services Developed or Provided by Kaspersky Lab and Other Covered Entities (Nov 2021) (Section 1634 of Pub. L. 115-91).

(iv) 52.204-25, Prohibition on Contracting for Certain Telecommunications and Video Surveillance Services or Equipment. (Nov 2021) (Section 889(a)(1)(A) of Pub. L. 115-232).

(v) 52.204-27, Prohibition on a ByteDance Covered Application (JUN 2023) (Section 102 of Division R of Pub. L. 117-328)

(v) 52.219-8, Utilization of Small Business Concerns (Oct 2022) (15 U.S.C.637(d)(2) and (3)), in all subcontracts that offer further subcontracting opportunities. If the subcontract (except subcontracts to small business concerns) exceeds the applicable threshold specified in FAR 19.702(a) on the date of subcontract award, the subcontractor must include 52.219-8 in lower tier subcontracts that offer subcontracting opportunities.

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

(vii) 52.222-26, Equal Opportunity (Sep 2015) (E.O.11246).

(viii) 52.222-35, Equal Opportunity for Veterans (Jun 2020) (38 U.S.C.4212).

(ix) 52.222-36, Equal Opportunity for Workers with Disabilities (Jun 2020) (29 U.S.C.793).

(x) 52.222-37, Employment Reports on Veterans (Jun 2020) (38 U.S.C.4212).

(xi) 52.222-40, Notification of Employee Rights Under the National Labor Relations Act

(Dec 2010) (E.O. 13496). Flow down required in accordance with paragraph (f) of FAR clause 52.222-40.

(xii) 52.222-41, Service Contract Labor Standards (Aug 2018) (41 U.S.C. chapter 67).

(xiii) (A) 52.222-50, Combating Trafficking in Persons (Nov 2021) (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).

(xiv) 52.222-51, Exemption from Application of the Service Contract Labor Standards to

Contracts for Maintenance, Calibration, or Repair of Certain Equipment-Requirements (May 2014) (41 U.S.C. chapter 67).

(xv) 52.222-53, Exemption from Application of the Service Contract Labor Standards to Contracts for Certain Services-Requirements (May 2014) (41 U.S.C. chapter 67).

(xvi) 52.222-54, Employment Eligibility Verification (May 2022) (E.O. 12989).

(xvii) 52.222-55, Minimum Wages for Contractor Workers Under Executive Order 14026

(Jan 2022).

(xviii) 52.222-62, Paid Sick Leave Under Executive Order 13706 (Jan 2022) (E.O. 13706).

(xix) (A) 52.224-3, Privacy Training (Jan 2017) (5 U.S.C. 552a).

(B) Alternate I (Jan 2017) of 52.224-3.

(xx) 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. Subtitle A, Part V, Subpart G Note).

(xxi) 52.226-6, Promoting Excess Food Donation to Nonprofit Organizations (Jun 2020) (42 U.S.C. 1792). Flow down required in accordance with paragraph (e) of FAR clause 52.226-6.

(xxii) 52.232-40, Providing Accelerated Payments to Small Business Subcontractors (MAR 2023) (31 U.S.C. 3903 and 10 U.S.C. 3801)

(xxiii) 52.247-64, Preference for Privately Owned U.S.-Flag Commercial Vessels (Nov 2021) (46 U.S.C. 55305 and 10 U.S.C.2631). Flow down required in accordance with paragraph

(d) of FAR clause 52.247-64.

(2) While not required, the Contractor may include in its subcontracts for commercial products and commercial services a minimal number of additional clauses necessary to satisfy its contractual obligations.

52.242-17 Government Delay of Work (APR 1984)

52.252-6 Authorized Deviations in Clauses (NOV 2020)

(a) The use in this solicitation or contract of any Federal Acquisition Regulation (48 CFR Chapter

1) clause with an authorized deviation is indicated by the addition of “(DEVIATION)” after the date of the clause.

(b) The use in this solicitation or contract of any Agriculture Acquisition Regulation (48 CFR __4_) clause with an authorized deviation is indicated by the addition of “(DEVIATION)” after the name of the regulation.

452.204-70 Modification for Contract Closeout (DEVIATION JUL 2022)

Upon contract closeout for contracts utilizing Simplified Acquisition Procedures (SAP) according to FAR 13:

(a) If unobligated funds in the amount of $1000 or less remain on the contract, the Contracting Officer (CO) shall issue a unilateral modification for deobligation. The contractor will receive a copy of the modification but will not be required to provide a signature. The CO shall immediately proceed with contract closeout upon completion of the period of performance, receipt and acceptance of supplies or services, and final payment.

https://www.usda.gov/sites/default/files/documents/agar-class-deviation-contract-closeout-clause.pdf

(b) If unobligated funds of more than $1000 remain on the contract, the CO shall issue a bilateral modification for deobligation. The contractor will receive a copy of the modification and will be required to provide a signature. (The CO may also request a Release of Claims be completed by the contractor, although not required for contract and orders using SAP procedures.) If the bilateral modification and Release of Claims are not returned to the CO within 60 days, the CO shall release the modification as unilateral and proceed with contract closeout upon completion of the period of performance, receipt and acceptance of supplies or services, and final payment.

SECTION III – CONTRACT DOCUMENTS, EXHIBITS, OR ATTACHMENTS

Schedule of Items and Statement of Work This page has been intentionally left blank.

Please proceed to the following page for the Schedule of Items and Statement of Work.

PART A – SCHEDULE OF ITEMS

OHV Toilet Installation Project

Item # PAY ITEM DESCRIPTION QUANTITY PAY UNIT UNIT PRICE AMOUNT

Furnish three (3) single-stall, precast concrete vault toilets with all needed accessories.

3 EA $ $

2 Delivery and Crane Operation 3 LS $ $

Subtotal Price: $

Total Contract Price: $

PART B - STATEMENT OF WORK

Project: OHV Toilet Installation Project

General Information

1.0 Scope of Work:

Manufacture, deliver, set in pre-excavated hole, and assemble three single-stall pre-cast concrete vault toilets per the attached specifications. Toilet shall be Boom Concrete Clovermist

Plus Model, CXT Gunnison Model, or equivalent or better. Vault toilet should include all accessories for its use. The cost will include a crane and operator to unload and place the vault and toilet structure in the prepared site. If excavation option is exercised, the contractor will be responsible for full installation. Otherwise, the government will perform site preparation and excavation before installation of new precast vault toilets, as well as backfilling and cleanup operations.

2.0 Background:

The Forest Service is seeking to purchase three (3) single-stall pre-cast concrete vault toilets.

Toilets will be installed in new locations at trailheads and recreation sites. Vault toilets will be prefabricated products currently used nationwide for continuity purposes and ease of product availability and repairs.

Project locations will include Pine Creek Basin Trailhead, Pit River Trailhead, and Rainbow

Obsidian Collection Site.

Project Locations

Directions to Pine Creek Basin Trailhead: from Alturas, California downtown area, take County

Road 56 approximately 13.25 miles to the intersection of National Forest System Road 42N05

(aka Forest Route 5). Heading south on Forest Route 5, approximately 10.5 miles you will come to NFSR 42N058B with a sign indicating to take a left to Pine Creek Basin Trailhead approximately 1.7 miles to the dead-end loop.

Directions to Pit River Trailhead: Head west out of Alturas, California on State Highway 299 from the four corners intersection approximately 22 miles, passing through Canby, California. Turn west (right) onto County Road 84 at Canby Bridge down a gravel road approximately 5 miles. As you travel down the County Road 84 you will come to NFSR 41N44H on your left, which will take you down the hill to the Pit River Trailhead.

Directions to Rainbow Obsidian Collection Site: From Alturas, California downtown area from the four corners intersection, take State Highway 395 east approximately 30 miles through Davis

Creek, California and take a right onto county road 47 (east towards surprise valley warner mountains) for 2 miles. At the intersection of county road 47 and national forest road 30 continue straight onto national forest road 30 for 2.5 miles and the obsidian site will be on your left at national forest road 46N59.

Contractor Requirements

3.0 Technical Requirements / Tasks:

Full Installation Product Specifications

• ASTM C33 Concrete Aggregates.

• ASTM C39 Method of Test for Compressive Strength of Cylindrical Concrete Specimens.

• ASTM C94 Standard Specification for Ready-Mixed Concrete.

• ASTM C143 Method of Test for Slump of Concrete.

• ASTM C150 Standard Specification for Portland Cement.

• ASTM C172 Standard Practice for Sampling Freshly Mixed Concrete.

• ASTM A185 Standard Specification for Steel Welded Wire Reinforcement, Plain, or Concrete.

• ASTM C192 Method of Making and Curing Test Specimens in the Laboratory.

• ASTM C231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method.

• ASTM C309 Standard Specifications for Liquid Membrane-Forming Compounds for Curing Concrete.

• ASTM C494 Standard Specification for Chemical Admixtures for Concrete.

• ASTM A615 Standard Specification for Deformed and Plain Carbon-Steel bars for Concrete Reinforcement.

• ASTM C618 Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete.

• ASTM C979 Standard Specification for Pigments for Integrally Colored Concrete.

• ASTM D1557 Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort.

• ACI 211.1 Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete.

• ACI 306 Cold Weather Concreting.

• ACI 318 Building Code Requirements Structural Concrete and Commentary (includes Errata).

• PCI MNL 116 Quality Control for Plants and Production of Precast Prestressed Concrete.

Manufacture Criteria

The manufacturer supplying the requested precast concrete vault facility must meet the following:

1) Manufacturer must be ISO 9001 certified at the time of bid.

2) Manufacturing plant must be PCI certified at the time of bid.

3) Manufacturer must not have defaulted on any contract within the last five (5) years.

4) Manufacturer must provide stamped, engineered drawings prior to acceptance.

5) Manufacturer must be pre-approved prior to bidding.

6) Manufacture shall provide a one (1) year warranty.

7) UL 752 Bullet Resistance on 4” thick concrete samples.

Design Criteria Building will be manufactured using precast concrete including the roof. Building’s structural and foundation design will be relevant to the region and properties associated with its final placement. Design will also meet all applicable accessibility and building code requirements.

Vault buildings will also meet various structural loads such as below, but not limited to/or restricted by them.

1) Roof Snow Load:

a) Vault buildings are designed to withstand a 350 pounds per square foot snow load.

2) Floor Load:

a) Vault buildings are designed to withstand 400 pounds per square foot floor load.

3) Wind Load:

a) Vault buildings will withstand the effects of 150 miles per hour (3-second gust) wind exposure C.

4) Earthquake:

a) Vault buildings will withstand the effects of a seismic design category E earthquake.

5) Sweet Smelling Technology (SST):

a) Vault buildings incorporate design aspects of SST as outlined by Briar Cook for the U.S.

Forest Service.

b) All wall to floor interior surface seams shall have a minimum 1” radius coving made of high strength grout.

c) The vault shall have a bottom slope of 1” per foot from under the toilet riser out to the outside cleanout area.

d) The vault shall have a 24” diameter (minimum) lightweight manhole cover installed to the rear or side of the building.

i) The manhole cover should be raised, with the surrounding concrete sloped away using a minimum slope of ½” per foot.

e) The depth of the vault shall be no deeper than 4½’ to 5’.

f) A 12” diameter round pipe will be installed to vent the vault and the pipe shall be raised a minimum of 3’ above the highest point of the roof.

i) Vent pipe shall be straight up from the vault.

g) There shall be only one vent opening in the building and it shall be placed only on one side of the building (the side that the wind blows against).

6) Additional Design Standards:

a) Single vault buildings are an all-concrete design with a minimum 7/12 roof pitch.

b) Vault buildings shall have a minimum 4” wall, 4½” roof, and 5” floor thickness.

c) Vault buildings have a one-piece floor unit to prevent panels that migrate in different directions during periods of freeze/thaw stress.

d) Vault buildings have a one-piece full length and width vault unit to support the building, screen area, and snow loads evenly.

Materials

1) Concrete – General:

a) The concrete mix design is designed to ACI 211.1 to produce concrete of good workability.

b) Concrete will contain a minimum of 675 pounds of cementitious material per yard.

Cement is a low alkali type I/II or III conforming to ASTM C-150.

c) Coarse aggregates used in the concrete mix design will conform to ASTM C33 with the designated size of coarse aggregate #67.

d) Maximum water/cement ratio will not exceed .45.

e) Air-entraining admixtures will conform to ASTM C260. Water reducing admixtures will conform to ASTM C494, Type A.

f) If Self Compacting Concrete (SCC) is used, it must conform to ASTM C1611.

2) Concrete – Cold Weather:

a) Cold weather concrete placement is in accordance with ACI 306.

b) Concrete will not be placed if ambient temperature is expected to be below 35ºF during the curing period unless heat is readily available to maintain the temperature of the concrete at least 50ºF.

c) Materials containing frost or lumps of frozen materials will not be used.

3) Concrete – Hot Weather:

a) The temperature of the concrete will not exceed 90ºF at the time of placement. When the ambient reaches 90ºF the concrete is protected with moist covering.

4) Concrete Reinforcement:

a) All reinforcing steel will conform to ASTM A615. All welded wire fabric will conform to

ASTM A185.

b) All reinforcement is new, free of dirt, oil, paint, grease, loose mill scale and loose or thick rust when placed.

c) Details not shown of drawings or specified are to ACI318.

d) Steel reinforcement is centered in the cross-sectional area of the walls and will have at least 1¼” of cover on the under surface of the floor.

e) The maximum allowable variation for center-center spacing of reinforcing steel is ½”.

f) Full lengths of reinforcing steel are used when possible. When splices are necessary on long runs, splices are alternated from opposite sides of the components for adjacent steel bars.

i) Lap bars under #4 a minimum of 12” bar diameters.

ii) Lap bars larger than #4 a minimum of 24” bar diameters.

g) Reinforcing bars are bent cold. No bars partially embedded in concrete are field bent unless approved by the government.

5) Caulking, Grout, Adhesive and Sealer:

a) Caulking service temperatures from -40ºF to +194ºF.

b) Interior and exterior joints are caulked with a paintable polyurethane sealant.

c) Grout is a non-shrink type and are painted to match the color of surrounding concrete as nearly as possible.

d) Cement base coating is formulated with a very fine aggregate system and is a built-in bonding agent.

6) Dead Bolt:

a) Certified ANSI/BHMA A156.5-2001 Grade 1.

b) Heavy duty tamper resistant.

c) 2¾” backset.

d) U.S. 26D finish.

7) Doors – Steel:

a) Doors are flush panel type 1¾” thick, minimum 16-gauge galvanized steel, top painted with DTM ALKYD.

b) Door frames are knockdown or welded type, single rabbet, minimum 16-gauge prime coated steel top painted with DTM ALKYD, width to suit wall thickness.

c) Three (3) rubber door silencers are provided on latch side of frame.

8) Door Hinges:

a) Three (3) per door with dull chrome plating 4½” x 4½”, adjustable tension, and automatic closing for each door.

9) Doorstop:

a) Dome style stop meeting ANSI 156.16.

10) Door Sweep:

a) Provided at the bottom of door with an adjustable brush.

11) Double Coat Hook:

a) 16-gauge (1.5mm), type 304 stainless steel.

b) Formed construction with a satin finish and have 3/16” x 7/8.” nail in anchor.

c) Upper hook extends at least 2½” from the wall.

d) Lower hook will extend at least 1¼” from the wall.

12) Grab Bars:

a) 18-gauge, type 304 stainless steel with 1½” clearance.

b) Able to withstand 300-pound top loading.

13) Lockset:

a) Meets ANSI A156.2 Series 4000, Grade 1 cylindrical lockset for exterior door.

b) Lever handle both inside and out.

c) Either handle operates latch unless outside handle is locked by inside push-button.

d) Push-button will automatically release when inside lever handle is turned, or door is closed.

e) Emergency slot on exterior so door can be unlocked from the outside with a coin, screwdriver etc.

f) Inside lever always active.

g) U.S. 26D finish.

14) Paint:

a) All paints and materials will conform to all federal specifications or be similar “top-of-the-line-components.”

b) Paints will not contain more than .06% by weight of lead.

c) Type of paints for toilets.

i) Inside concrete surfaces.

(1) Interior floors – chemical resistant urethane. The color is gray.

(2) Interior walls and ceilings – modified acrylic, water repellent penetrating stain.

The color is white followed by a clear acrylic anti-graffiti sealer.

ii) Exterior concrete surfaces.

(1) Exterior slab – clear sealer.

(2) Exterior walls and roof – water repellent penetrating stain in the same color as the walls or roof followed by a clear acrylic anti-graffiti sealer.

iii) Metal surfaces (both inside and out).

(1) DTM ALKYD.

15) Riser:

a) Meets ADA standards.

b) Molded one-piece HDPE polyethylene.

c) Smooth surface and have high impact resistance at extremely cold temperatures.

16) Sealers and Curing Compounds:

a) Curing compounds, if used, are colorless, complying with ASTM C309, type I or 1-D.

b) Weatherproofing sealer for exterior of building are a clear water repellent penetrating sealer.

17) Signs:

a) Signs to have raised pictograms, letters, and braille to meet ADA.

b) Interior to have “No Trash in Vault” sign.

c) All signs inset a minimum of ¾” into wall with 45-degree bevel.

d) All signs to be anchored into concrete with ¼” x ¾” concrete anchor nails.

18) Toilet Paper Dispenser:

a) Constructed of ¼” thick, type 304 stainless steel.

b) Holds three (3) standard rolls of toilet paper.

c) Fastening system able to withstand 300-pound top loading.

19) Polyethylene Vault Liner:

a) Made of a Roto molded 8460 polyethylene.

b) Holds up to 1,000 gallons of waste or 15,000 uses per vault.

c) Minimum thickness .100.

d) Molded dovetail embeds to attach the liner to concrete walls of the vault.

e) Welded two (2) C-channels to attach the liner to the bottom of the vault.

20) Vent Stack:

a) Minimum 12” in diameter and a minimum 3’ higher than the roof peak.

21) Wall Vent:

a) Vent cover is 14-gauge, type 304 stainless steel painted with DTM and anchored into the concrete wall with high strength anti-rust tap con fasteners.

b) Vent louver frame and louvers are non-vision, .1” extruded, aluminum jet coat finish.

c) Vent comes with insect screen.

d) Cover to be recessed a minimum ¾” on exterior walls with a 45-degree bevel. Interior to be flush mounted. Wall vent will not protrude from the wall.

22) Windows and Vault Cleanout Cover:

a) Windows and cleanout cover frames are constructed from steel.

b) Window glazing is ³.16” thick translucent pebble finished mar-resistant Lexan.

c) Plate for vault cleanout cover is ¼” thick diamond plate steel.

d) Lid is hinged and configured so that it can be locked with a padlock. A gasket is provided around the entire perimeter of the lid to provide an airtight seal.

e) Windows to have ¾” recess with 45-degree bevel.

f) Windows frames to have vandal resistant fasteners.

23) Optional Roof Insulation:

a) Ceiling anchored ½” plywood + fiberglass laminate + 2” polyurethane foam.

Approximately R-19.

Manufacture

1) Mixing and Delivery of Concrete:

a) Mixing and delivery of concrete are in accordance with ASTM C94, Section 12.6 through 12.9.

2) Placing and Consolidating Concrete:

a) Except for SCC, concrete is consolidated using mechanical vibrators. Vibration is sufficient to accomplish compaction, but not to the point that segregation occurs.

3) Finishing Concrete:

a) Interior floor and exterior slabs are floated and troweled.

b) All exterior building walls and exterior screen walls are any one of the available textures.

c) All exterior surfaces of the roof panels are cast to simulate any one of the available textures. The underside of the overhang will have a smooth finish.

4) Cracks and Patching:

a) Cracks in concrete components which are judged to affect the structural integrity of the building are rejected.

b) Small holes, depressions, and air voids are patched with a suitable material. The patch will match the finish and texture of the surrounding surface.

c) Patching will not be allowed on defective areas if the structural integrity of the building is affected.

5) Curing and Hardening Concrete:

i) Concrete surfaces will not be allowed to dry out from exposure to hot, dry weather during initial curing period.

Finishing and Fabrication

1) Structural Joints:

a) Wall components are joined together with two (2) welded plate pairs at each joint.

i) Each weld plate is 6” long and located one (1) pair in the top quarter and one (1) pair in the bottom quarter of the seam.

ii) Weld plates are anchored into the concrete panel and welded together with a continuous weld.

iii) Inside seams are a paintable caulk.

iv) Outside seams will use a caulk in a coordinating building color or clear.

b) Walls and roof are joined with weld plates, 3" x 6" at each building corner.

c) The joint between the floor slab and walls are joined with a grout mixture on the inside, a matching-colored caulk on the outside and two (2) weld plates 6” long per wall.

2) Painting/Staining:

a) An appropriate curing time is allowed before paint is applied to concrete.

b) Some applications may require acid etching. A 30% solution of hydrochloric acid is used, flushed with water, and allowed to thoroughly air dry.

c) Painting will not be done outside in cold, frosty, or damp weather.

d) Painting will not be done outside in winter unless the temperature is 50ºF or higher.

e) Painting will not be done in dusty areas.

f) All surface voids are filled prior to painting.

g) Schedule of finishes.

i) Inside concrete surfaces.

(1) Inside floors – one (1) coat of 1-part water based chemical resistant urethane.

(2) Interior walls and ceilings – two (2) coats of a modified acrylic, water repellent penetrating stain, followed by one (1) coat of clear sealer.

ii) Exterior concrete surfaces.

(1) Exterior walls – Two (2) coats of water repellent penetrating stain in the same color as the walls or roof followed by one (1) coat of clear acrylic anti-graffiti sealer.

iii) Metal surfaces (both inside and out).

(1) Two (2) coats of DTM ALKYD.

Testing

1) Testing will only be performed by qualified individuals who have been certified ACI Technician

Grade 1.

2) Sampling is in accordance with ASTM C172.

3) The following tests are performed on concrete used in the manufacture of toilets.

a) Air content – checked per ASTM C231 on the first batch of concrete. The air content is in the range of 5.0% +/- 1.5%.

b) Compressive strength of the cylinders – tested to ASTM C39.

i) Two (2) are tested at release (minimum strength of 2500 psi).

ii) One (1) is tested at seven (7) days (minimum strength of 4500 psi).

iii) Two (2) are tested at 28 days (minimum strength of 5000 psi).

4) A copy of all test reports shall be made available to the government upon request.

Full Installation (Option 1) Work specified under this section includes excavation, backfill and placement of precast concrete vault toilet.

1) Materials:

1. Bedding material to be sand or 3/8” minus crushed or screened aggregate.

2. Caulking between vault and toilet floor to be 1” x 1” Butyl tape designed specifically to bond precast concrete to precast concrete.

2) Location – will be provided by the government and will include:

1. Exact location by stakes or other approved method.

2. Provide clear and level site free of overhead and/or underground obstructions.

3. Provide access to the site for truck delivery and sufficient area for the crane to install and the equipment to perform the contract requirements.

3) Access to Site:

1. Delivery to site made on normal highway trucks and trailers.

2. If, at the time of delivery, conditions of access are hazardous or unsuitable for truck and equipment due to weather, physical constraints, roadway width or grade, supplier may require an alternate site with better access provided to ensure a safe and quality installation.

4) Excavation and Elevation:

1. Comply with all applicable OSHA standards for excavation.

2. Excavate for the installation of the toilet vault to a depth that will allow the structure site to be free draining after installation is completed. Allow for a 2” leveling course beneath the toilet vault. Stockpile topsoil in a separate pile at sites.

3. Finish floor elevation is 4-6” above natural grade measured at the front (entrance) of the exterior slab unless otherwise approved by the government. Ideally, the back of the building should be slightly higher to allow water to freely drain out of the toilet rooms.

The government may specify a finish floor elevation for buildings at some sites.