Sol_140A1524Q0014.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

A15

Nashville TN 37214

545 MARRIOTT DRIVE SUITE 700

Contracting Office

DOI, BIA ERO

CODE 16. ADMINISTERED BYCODE

X

X

237990

SIZE STANDARD:

% FOR:SET ASIDE:UNRESTRICTED ORA15

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

07/19/2024 1700 ED

06/28/2024

(615) 708-1694Andrew Rhoades (No collect calls)

INFORMATION CALL:

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

4. ORDER NUMBER3. AWARD/ 6. SOLICITATION

140A1524Q0014

5. SOLICITATION NUMBER

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

1 2 0040667844OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, & 30

TELEPHONE NO.

17a. CONTRACTOR/

Mississippi Band of Choctaw Indians Pearl River Community 32° 48' 10"N, 89° 15' 00"W Lake Pushmataha Dam

15. DELIVER TO

Nashville TN 37214 Contracting Office

545 MARRIOTT DRIVE SUITE 700

9. ISSUED BY

7.

2. CONTRACT NO.

EFFECTIVE DATE

$45

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)

BIA ERO 00015

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.

LAKE PUSHMATAHA DAM LADDER

Delivery: 09/13/2024

00010 Lk Pushmataha Ladder Installation Product/Service Code: Z2KA Product/Service Description: REPAIR OR ALTERATION

OF DAMS

Period of Performance: 06/10/2024 to 09/13/2024 Continued ...

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

HEREIN, IS ACCEPTED AS TO ITEMS:

DATED

Andrew Rhoades

. 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.

00020 Lk Pushmataha Ladder Installation

Product/Service Code: Z2KA

Product/Service Description: REPAIR OR ALTERATION

OF DAMS

Period of Performance: 06/10/2024 to 09/13/2024

32f. TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE

32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT REPRESENTATIVE

2 2 of

SCOPE OF WORK:

Choctaw Indian Reservation, Mississippi Lake Pushmataha Dam Intake Tower Ladder

A. LOCATIONS

Lake Pushmataha Dam is located at 32° 48' 10"N, 89° 15' 00"W, Pearl River Community, Mississippi Band of Choctaw Indians.

B. BACKGROUND

Lake Pushmataha Dam is located on Jones Creek approximately eight miles west of Philadelphia, Mississippi, on the Choctaw Indian Reservation. The Dam is an earthen embankment located in East- Central Mississippi. The Dam was constructed in 2003 by the Mississippi Band of Choctaw Indians to provide for enhanced aesthetics and recreation activities near the Pearl River Community, Mississippi.

Lake Pushmataha is approximately 4,633 acre-feet at its recreation pool water surface elevation (El.)

448.0, and 5,060 acre-feet of water at auxiliary spillway crest El. 451.0. The lake surface area is approximately 285 acres. The Dam is a homogeneous Earthfill embankment dam, with a crest length of approximately 1,900 feet, a crest width of 40 feet, a structural height of 55.5 feet, and a crest El. 455.0.

The upstream slope of the dam is sloped at approximately 3 Horizontal to 1 Vertical (H:V) and is protected by an approximately 2- foot-thick layer of rock riprap underlain by a geotextile between El. 455 and El. 440.0. The upstream slope is unprotected below El. 440.0.

The downstream slope of the dam is covered by grass and some small brush and is approximately 3H:1V. The toe of the downstream slope is at about El. 421 and a stability berm is present beyond the downstream toe. The stability berm slopes gently (15.6H:1V) and extends to about 150 feet beyond the toe of the slope. The downstream slope of the dam contains a mid-slope shelf at approximately El. 428.

The shelf collects and directs runoff from the downstream slope of the dam to a concrete drain intake.

The drain intake also allows for personnel access and is located on the shelf. Drainage collected in the intake/manhole is conveyed through a horizontal, 24-inch-diameter corrugated metal pipe (CMP) that extends 274 feet and discharges in the right side of the energy dissipation structure. The CMP drain is aligned to the right of the principal spillway and outlet works conduit.

In 2019, a seepage berm was constructed on the right side of the embankment (from approximately Station 25+00 to Station 29+00). Based on record drawings, the seepage berm consists of American Society for Testing and Materials International (ASTM) C-33 sand, ASTM 67 stone, a 16-ounce (oz) geotextile, miscellaneous Earthfill, and a 12-inch high-density polyethylene (HDPE) seepage collection pipe. The sand zone is 3 feet thick (vertically), slopes 3 horizontal to 1 vertical (H:V) and contacts the original downstream dam slope. A 2-foot-thick (vertical) zone of ASTM 67 stone is downstream and adjacent to the zone of C-33 sand. The top of the sand and stone zones are at approximately El. 440 feet. The sand and stone zones are covered with 16-oz non-woven geotextile. The outer zone of the seepage berm consists of miscellaneous Earthfill also sloped at 3H:1V. Seepage collected within the berm is collected in a 12-inch diameter HDPE pipe which discharges into a downstream, riprap-lined channel. A principal spillway tower is located within the reservoir near the maximum section of the dam.

The principal spillway consists of an uncontrolled drop-inlet overflow. At El. 448.0, the uncontrolled discharges pass over 7.5-foot-long weirs on both the left and right sides of the structure, for a combined weir length of 15 feet. The tower is 2.5 feet by 7.5 feet. The tower structure also includes two slide gates that enable both high-level and low-level control of the reservoir water. The two gates are installed on the upstream and downstream walls of the tower. A 30-inch by 30-inch upward-opening slide gate on the upstream side of the tower allows for low-level reservoir releases through a 30-inch- diameter round opening with an invert El. 408.0. A second 30-inch by 30-inch downward-opening slide gate on the downstream side of the tower allows for reservoir releases and reservoir level control below just the principal spillway. The downward opening gate can allow for reservoir level regulation between El. 447.5 and El. 445.0. Both gates are operated from a concrete platform at the top of the tower (accessed only by boat). Flow that enters the tower (over the principal spillway weirs or through gate openings) is conveyed through the dam within a 520-foot-long, 30-inch-diameter reinforced concrete conduit to an impact-type energy dissipation structure located beyond the downstream side of the stability berm. The invert elevation of the conduit is El. 408.00 at the upstream end and El. 396.00 at its downstream end.

The concrete energy dissipation structure is 11 feet wide by 14 feet 9 inches long and 9 feet 11 inches high, at floor El. 394.17, with 8-foot 10-inch-high side walls that transition to 5-feet 5- inches high at the downstream end of the structure. The structure has a central baffle wall that dissipates the flow energy by impact.

Metal grating serves as the top platform for the energy dissipation structure. A 175-foot-long, riprap-lined trapezoidal discharge channel conveys outlet discharge from the energy dissipation structure to the main creek channel. The discharge capacity of the principal spillway is approximately 108 cubic feet per second (CFS) at reservoir water surface El. 451.0; however, others have previously stated that this may overestimate flow because of orifice control and other flow restrictions in the tower. The auxiliary spillway is located on the left abutment and consists of a trapezoidal earthen channel. The base of the channel is 150 feet wide, and the channel sides consist of 3H:1V slopes. The crest (invert) is at El. 451.0. The spillway channel is covered with grass. The discharge capacity of the auxiliary spillway is approximately 4,800 CFS at reservoir water surface El. 455.0. Due to the current reservoir restriction at the lake, access to the outlet works gates by boat is a hazardous condition. Currently, staff use an extension ladder tied to the tower to gain access and must climb over the open upper gate. Therefore, the BIA pursuing installation of a permanent ladder mounted to the tower to improve this condition.

C. PRE-SUBMITTALS

Included in the contractor proposal, the following Pre-submittals are required:

Schedule-A schedule detailing the execution of the work.

D. SCHEDULE AND PAYMENT

Contractor shall have thirty (45) days to complete assigned scope of work (from issuance of Notice to Proceed (NTP)).

Payment will be considered full compensation for all office and field services as well as all material(s) and expense(s) required to complete the contract.

Measurement and payment shall be in accordance with the bid schedule below. Payment for unit priced line items will be made at the agreed upon unit price.

The contractor shall notify the government when 100% of the contract quantity is completed.

Item Unit Quantity Bid Price

Provide & install ladder on intake tower

Job 1

Total:

E. NOTIFICATION AND COORDINATION

Leonard Rawlings, P.G. Eastern Regional Hydrologist DOI:

Bureau of Indian Affairs 545 Marriott Drive, Suite 700 Nashville, TN 37214 phone: 615-564-6832 cell: 601-692-4060

F. SCOPE OF WORK

Provide all equipment, labor, and materials necessary to install a fixed safety ladder along with a fall arrest system as depicted in SKETCH LADDER-1. The ladder shall be installed on the upstream side of the intake tower and likely requires boat-based installation. The contractor shall verify all dimensions and make necessary adjustments for the installation. Two harnesses with all required accessories compatible with the system shall also be provided.

Any damages to the facility or surrounding areas shall be corrected by the contractor at no additional cost to the government. The contractor is responsible for compliance with Environmental Protection Agency requirements regarding the Clean Water Act and National Pollutant Discharge Elimination System.

The contractor is responsible for any permits, licenses, taxes, or other fees associated with the work on the Choctaw Indian Reservation.

G. SAFETY

Contractor shall implement an appropriate safety control program applicable to the work being performed in accordance with Federal and State laws. A Fall Protection Plan shall be instituted if workers are to be performing duties where their feet are greater than six (6’) feet from the ground or finished floor. All personnel on roadway projects shall wear appropriate Personal Protective Equipment (PPE), i.e.: hard hat, safety glasses, steel toed work boots, hearing protection and safety vest. Contractor shall bear sole responsibility of taking all appropriate actions necessary to prevent accidents and injuries to individuals, both contractor and general public, in, and or, around the work area.

H. SITE VISIT

A site visit may be arranged by the contractor to allow an opportunity to view the site prior to submitting a proposal.

I. SUBMITTALS

Product Data: Contactor shall submit Product Data for materials for government approval.

J. FINAL DELIVERABLES

Complete installation of safety ladder and fall arrest system.

K. CONTRACTING NOTES:

1. The North American Industry Classification System (NAICS) Code for this solicitation is: 237990 and Product Service code is: Z2KA

2. Wage determination (WD) is based on MS20244047.

3. Contract Type – Firm Fixed-Price

4. Set Aside: Indian Small Business Economic Enterprise (ISBEE)

5. Place of Performance:

a. Lake Pushmataha Dam is located at 32° 48' 10"N, 89° 15' 00"W, Pearl River Community, Mississippi Band of Choctaw Indians.

6. Period of Performance: Est. 07/26/2024 – 09/13/2024

7. Reports shall be submitted to: Designated Contracting Officers’ Representative (COR) and

Andrew Rhoades, Contracting Officer

8. In the event any contractual question arises that is not covered in the referenced clauses below, the clause FAR 52.213-4 shall prevail.

9. Disclosure of Magnitude: Less than $25,000.00

10. COR:

a. Leonard Rawlings, P.G., Eastern Regional Hydrologist Bureau of Indian Affairs, Eastern Regional Office 545 Marriot Drive, Suite 700 Nashville, TN 37214-5081

11. Quote evaluation shall be LPTA

12. Evaluation factors:

a. Price

b. Past Performance

c. Technical

d. Proposal

13. Working hours

a. 7:00 AM – 5:00 PM CT, M-F

b. Closed on Federal Holidays

14. Representation – You must indicate a selection under “Section V, Clauses Incorporated by Full Text, DIAR, 1452.280-4” for selection consideration under this solicitation event

LIST OF ATTACHMENTS:

Attachment 1: Wage Determination

Attachment 2: WH-347

L. TERMS AND CONDITIONS:

CLAUSES INCORPORATED BY FULL TEXT:

Full text of the Federal Acquisition Regulation (FAR) and Department of Interior Acquisition Regulations (DIAR) can be accessed on the Internet at:

https://www.acquisition.gov/browse/index/far https://www.acquisition.gov/diar

FAR:

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 addresses:

DIAR:

1452.280-4 Indian Economic Enterprise representation (FEB2021)

(a) The offeror represents as part of its offer that it [ ] does [ ] does not meet the definition of Indian Economic Enterprise (IEE) as defined in DIAR 1480.201 and that it intends to meet the definition of an IEE throughout the performance of the contract. The offeror must notify the contracting officer immediately in writing if there is any ownership change affecting compliance with this representation.

(b) Any false or misleading information submitted by an enterprise when submitting an offer in consideration for an award set aside under the Buy Indian Act is a violation of the law punishable under 18 U.S.C. 1001. False claims submitted as part of contract performance are subject to the penalties enumerated in 31 U.S.C. 3729 to 3731 and 18 U.S.C. 287.

Electronic Invoicing and Payment Requirements - Invoice Processing Platform (IPP) (April 2013)

Payment requests must be submitted electronically through the U. S. Department of the Treasury's Invoice Processing Platform System (IPP).

"Payment request" means any request for contract financing payment or invoice payment by the Contractor. To constitute a proper invoice, the payment request must comply with the requirements identified in the applicable Prompt Payment clause included in the contract, or the clause 52.212-4 Contract Terms and Conditions - Commercial Items included in commercial item contracts. The IPP website address is: https://www.ipp.gov.

https://www.acquisition.gov/browse/index/far https://www.acquisition.gov/diar https://www.ipp.gov/

Under this contract, the following documents are required to be submitted as an attachment to the IPP invoice: Official company invoice

The Contractor must use the IPP website to register access and use IPP for submitting requests for payment. The Contractor Government Business Point of Contact (as listed in SAM will receive enrollment instructions via email from the Federal Reserve Bank of Boston (FRBB) within 3 - 5 business days of the contract award date. Contractor assistance with enrollment can be obtained by contacting the IPP Production Helpdesk via email ippgroup@bos.frb.org or phone (866) 973- 3131.

If the Contractor is unable to comply with the requirement to use IPP for submitting invoices for payment, the Contractor must submit a waiver request in writing to the Contracting Officer with its proposal or quotation.

CLAUSES INCORPORATED BY REFERENCE:

A) Federal Acquisition Regulation

52.204-6 Unique Entity Identifier OCT 2016 52.204-7 System for Award Management OCT 2018 52.204-12 Unique Entity Identifier Maintenance OCT 2016 52.204-13 System for Award Management Maintenance OCT 2018 52.204-19 Incorporation by Reference of Representations and Certifications DEC 2014 52.204-22 Alternative Line Item Proposal JAN 2017 52.204-23 Prohibition on Contracting for Hardware, Software, and Services DEC 2023

Developed or Provided by Kaspersky Lab and Other Covered Entities NOV 2021

52.204-25 Prohibition on Contracting for Certain Telecommunications and NOV 2021 Video Surveillance Services or Equipment 52.204-27 Prohibition on a ByteDance Covered Application JUN 2023 52.204-29 Federal Acquisition Supply Chain Security Act

Orders-Representation and Disclosures DEC2023 52.209-2 Prohibition on Contracting with Inverted Domestic Corporations-Representation NOV 2015 52.211-10 Commencement, Prosecution and Completion of Work APR 1984 52.211-13 Time Extensions SEP 2000 52.213-4 Terms and Conditions-Simplified Acquisitions (Other Than MAY 2024 Commercial Products and Commercial Services) 52.214-34 Submission of Offers in the English Language APR 1991 52.214-35 Submission of Offers in U.S. Currency APR 1991 52.219-6 Notice of Total Small Business Set-Aside NOV 2020 52.222-1 Notice to the Government of Labor Disputes FEB 1997 52.222-4 Contract Work Hours and Safety Standards -Overtime MAY 2018 Compensation 52.222-5 Construction Wage Rate Requirements-Secondary Site of the MAY 2014 Work 52.222-6 Construction Wage Rate Requirements AUG 2018 52.222-7 Withholding of Funds MAY 2014 52.222-8 Payrolls and Basic Records JUL 2021 52.222-9 Apprentices and Trainees JUL 2005 52.222-11 Subcontracts (Labor Standards) MAY 2014 52.222-12 Contract Termination-Debarment MAY 2014 52.222-13 Compliance with Construction Wage Rate Requirements and MAY 2014

Related Regulations 52.222-14 Disputes Concerning Labor Standards FEB 1988 52.222-15 Certification of Eligibility MAY 2014 52.222-21 Prohibition of Segregated Facilities APR 2015 52.222-50 Combating Trafficking in Persons NOV 2021 mailto:ippgroup@bos.frb.org

52.222-54 Employment Eligibility Verification MAY 2022 52.222-55 Minimum Wages for Contractor Workers Under Executive Order JAN 2022 14026

52.222.62 Paid Sick Leave Under Executive Order 13706 JAN 2022 52.223-2 Affirmative Procurement of Biobased Products Under Service SEP 2013 And Construction Contracts 52.223-3 Hazardous Material Identification and Material Safety Data FEB 2021 52.223-4 Recovered Material Certification MAY 2008 52.223-17 Affirmative Procurement of EPA-designated Items in Service and AUG 2018 Construction Contracts 52.223-18 Encouraging Contractor Policies to Ban Text Messaging While JUN 2020

Driving 52.223-19 Compliance with Environmental Management Systems MAY 2011 52.223-20 Aerosols JUN 2016 52.223-21 Foams JUN 2016 52.225-1 Buy American-Supplies JAN 2021 52.225-9 Buy American-Construction Materials OCT 2022 52.225-10 Notice of Buy American Requirement-Construction Materials MAY 2014 52.225-25 Prohibition on Contracting With Entities Engaging in Certain JUN 2020 Activities or Transaction Relating to Iran-Representation and Certifications 52.226-1 Utilization of Indian Organizations and Indian-Owned Economic JUN 2000 Enterprises 52.228-15 Performance and Payment Bonds-Construction JUN 2020 52.228-7 Insurance-Liability to Third Persons MAR 1996 52.229-3 Federal, State, and Local Taxes FEB 2013 52.232-33 Payment by Electronic Funds Transfer-System for Award OCT 2018 Management 52.232-39 Unenforceability of Unauthorized Obligations JUN 2013 52.232-40 Providing Accelerated Payments to Small Business MAR 2023

Subcontractors 52.233-1 Disputes MAY 2014 52.233-3 Protest After Award AUG 1996 52.233-4 Applicable Law for Breach of Contract Claim OCT 2004 52.236-5 Material and Workmanship APR 1984 52.236-6 Superintendence by the Contractor APR 1984 52.236-7 Permits and Responsibilities NOV 1991 52.236-8 Other Contracts APR 1984 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities APR 1984 And Improvements 52.236-10 Operations and Storage Areas APR 1984 52.236-11 Use and Possession Prior to Completion APR 1984 52.236-12 Cleaning Up APR 1984 52.236-13 Accident Prevention NOV 1991 52.236-14 Availability and Use of Utility Services APR 1984 52.236-19 Organization and Direction of the Work APR 1984 52.236-21 Specifications and Drawings for Construction FEB 1997 52.237-2 Protection of Government Buildings, Equipment, and Vegetation APR 1984 52.242-13 Bankruptcy JUL 1995 52.242-14 Suspension of Work APR 1984 52.242-16 Stop-Work Order AUG 1989 52.243-1 Changes-Fixed-Price AUG 1987 52.243-5 Changes and Changed Conditions APR 1984 52.246-12 Inspection of Construction AUG 1996 52.246-21 Warranty of Construction MAR 1994 52.249-10 Default (Fixed-Price Construction) APR 1984

B) Department of Interior Acquisition Regulation

1452.201-70 Authorities and Delegations SEP 2011

1452.203-70 Restrictions on Endorsements JUL 1996 1452.204-70 Release of Claims JUL 1996 1452.228-70 Liability Insurance JUL 1996 1452.233-2 Service of Protest JUL 1996 1452.236-70 Prohibition Against Use of Lead-based Paint JUL 1996

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