Sol_140A0323B0001_Amd_0001.pdf

(x)

140A0323B0001 x x

1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE

RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR

OFFER. If by virtue of this amendment you desire to change an offer already submitted , such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

x

A03

Anadarko OK 73005-0328 Contracting Office

100 NORTH RIVERSIDE DRIVE

BIA SPRO 00003

12/29/20220001

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended , by one of the following methods: (a) By completing

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

12/01/2022

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

E. IMPORTANT: Contractor is not is required to sign this document and return __________________ copies to the issuing office.

ORDER NO. IN ITEM 10A.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

OTOE-MISSOURIA PROPANE ROAD PROJECT - AMENDMENT #1

The following questions were asked at the pre-bid meeting or sent in by the required due date and are being made a part of Amendment #1 to the solicitation.

The Bid Opening date has been extended to January 13, 2023, 2;00PM CT.

1. Will there be a geotechnical report issued because of the soil samples taken by the

Oklahoma Department of Transportation employees at the project?

Answer: There is no current plan for a geotechnical report to be issued for the project.

The soil samples taken by ODOT are for research purposes and not for the current project

Continued ...

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

(Signature of person authorized to sign) (Signature of Contracting Officer)

Jocelyn Littlechief

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

Previous edition unusable

Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

2 4

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

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

140A0323B0001/0001 but if a report is made available it will be provided.

2. Question: Where are the trees resulting from clearing and grubbing be placed?

Answer: The trees will be removed under Item

201(A) Clearing and Grubbing. The removed trees are to be placed along the right of way at a location designated by the tribe. Ms. Berdina

Tohee and Mr. Lester Harragarra said the tribal members can use the trees as firewood. The trees do not need to be cut into smaller sections since the tribal maintenance department or tribal members will cut the trees as needed. Ms. Tohee is going to check on the tribal requirements for burning the excess brush at the project.

3. Question: What are the heavy truck restrictions for vehicles 80,000 pounds and under?

Answer: The heavy trucks can access the project from the south from county road CR220 and

Windmill Road and unloaded trucks can exit the project by using the road which runs along the north side of the softball fields and exits on

State Highway 177.

4. Question: Is there a borrow source located near the project?

Answer: Mr. Harragarra stated there is a borrow source located about 0.25 miles north of the project which can be used if a source of borrow is required for the project. Borrow should not be required for the project since there should be some excess material resulting from the roadway construction.

5. Question: Does the fence have to be replaced once it is removed on the north side of the project?

Answer: Item 619(B) Removal of Fence is a Lump

Sum item. The fence is to be removed according to the plans and there is no item for new fencing on the north side of the project. The fencing on the south side of the project is to remain in place.

6. Question: Is the underground sewer line near

Station 27+50 going to be affected by the project?

Answer: The underground sewer line is estimated

Continued ...

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

Sponsored by GSA

FAR (48 CFR) 53.110

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

3 4

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

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

140A0323B0001/0001 to be about 12¿ down from the existing ground surface and should not be affected by the pending construction. Mr. Harragarra is going to email a copy of the sewer plans to the Southern Plains

Transportation office which will be used to check for any potential conflicts or problems with the sewer line. The underground sewer is not shown on the construction plans. Mr. Anderson

Berryhill of the Otoe-Missouria tribe is the point of contact for the location of tribal utilities.

7. Question: What are the spacing requirements for soil compaction tests?

Answer: The compaction tests are typically performed for every 1,500 feet of the project length but this project is only 2806 feet long so the testing should be performed every 500 feet, which will ensure there are an adequate number of tests performed to ensure the necessary compactions is achieved.

8. Correction to Pay Item MnDOT 409, Geotextile

Fabric Type V to ODOT Pay Item 325, Separator

Fabric. The SY does not change but remains at

7800. An updated Bid Schedule attachment is included and should be used. Refer to ODOT Spec for installation.

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

Sponsored by GSA

FAR (48 CFR) 53.110

BIA SOUTHERN PLAINS REGIONAL OFFICE

PROPANE TANK ACCESS ROAD PROJECT

OTOE-MISSOURIA TRIBE OF OKLAHOMA

BID SCHEDULE SOLICITATION 140A0323B0001

ITEM NUMBER NOTES DESCRIPTION UNIT ESTIMATED

QUANTITY

UNIT PRICE TOTAL

201(A) A CLEARING & GRUBBING LUMP SUM 1

202(H) D EARTHWORK LUMP SUM

220 SWPPP DOCUMENTATION AND MANAGEMENT LUMP SUM

221(B) TEMPORARY SILT FENCE LIN FT 900

221(G) TEMPORARY FIBER LOG LIN FT 100

230(A) 6 SOLID SLAB SODDING SQ YD 4000

303(A) AGGREGATE BASE TYPE A TON 2460

407(B) 8 TACK COAT GALLON 380

325 B SEPARATOR FABRIC SQ YD 7800

411 ( C ) SUPERPAVE, TYPE S4 (PG 64-22 OK)(2.5 INCH) TON

411 ( C ) SUPERPAVE, TYPE S3 (PG 64-22 OK)(2.5 INCH) TON

601(A) TYPE 1 PLAIN RIPRAP CU YD 50

613(A) 9 28" X 18" R.C. PIPE ARCH CLASS A-Ill LIN FT 32

613(L) 9 PREFAB. END SECTION OF 28"X18" RCP ARCH EACH

613(A) 9 30" R.C. PIPE CLASS A-Ill LIN FT 36

613(L) 9 PREFAB END SECTION OF 30" RCP EACH 1

SP DROP INLET STRUCTURE TO 30" RCP EACH 1

619(B) REMOVAL OF EXISTING PIPE LUMP SUM

619(B) REMOVAL OF FENCE LUMP SUM

619(B) 8 SAWING PAVEMENT LUMP SUM

623(F) C BEAM GUARDRAIL W-BEAM SINGLE LIN FT 250

623(G) GUARDRAIL END TREATMENT (TURNDOWN) EACH 6

641 MOBILIZATION LUMP SUM

642(B) CONSTRUCTION STAKING LEVEL II LUMP SUM

643 E CONTRACTOR QUALITY CONTROL (SP) LUMP SUM

850(A) SHEET ALUMINUM SIGNS SQ FT 39.5

851© SQUARE TUBE POST LIN FT 75

854(A) TRAFFIC STRIPE (PAINT) LIN FT 11230

880(J) CONSTRUCTION TRAFFIC CONTROL LUMP SUM

SP F 5' RISE X 10' SPAN CONCRETE BOX CULVERT LIN FT 30

SP G CLASS C CONCRETE CY 10

TOTAL

SP TERO FEES - 3% OF CONTRACT TOTAL

GRAND TOTAL