W912ES24B0005 0008 Amendment 0008.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this amendment is to make changes to the plans and specif ications, remove and replace the Bid Schedule, and update clause 52.211-10 Alt I.

All other solicitation terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 6

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

16C. DATE SIGNED

BY 13-Dec-2024

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912ES24B0005

X 9B. DATED (SEE ITEM 11)

29-Oct-2024

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer 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 Items 8 and 15, and returning 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 telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT 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 telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

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

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

13-Dec-2024

CODE

CONTRACTING DIVISION

USACE, ST PAUL

332 MINNESOTA STREET

SUITE E1500

ST PAUL MN 55101-1323

W912ES 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912ES24B0005

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The following have been added by full text:

AMENDMENT 0008

Plans:

Sheets CD100-CD104 (See “Amendment 0008 Plan Sheets CD 100 – CD 104.pdf”)

• Note 1 formerly read “Remove Road Embankment” is hereby changed to read “Remove 6” Aggregate Surface.”

• Sheet legend hatch description has been changed from previously “Remove Road Embankment” to now hereby read “Remove Aggregate Surface.”

Bid Schedule:

The Bid Schedule has been revised and the quantities associated with the following CLINS have been adjusted:

0013AA EXCAVATION – (WOLVERTON CREEK)

0013AB EXCAVATION – (WOLVERTON CREEK)

0014AA EXCAVATION – (OTHER)

0014AB EXCAVATION – (OTHER)

0026 SOIL-CEMENT

0029AA TOPSOIL RESPREAD

0029AB TOPSOIL RESPREAD

Specifications:

Section 01 22 00.00 10 Measurement and Payment, Paragraph 1.9.2.1 Payment, which formerly read:

1.9.2.1 Payment

Payment will be made for furnishing all materials, equipment, and labor, and performing all operations necessary for demolition as shown and specified. Work includes, but is not limited to, saw cutting of all materials, removal and disposal of culverts, removal and disposal of asphalt, removal and disposal of existing roadway embankment, removal and disposal of existing concrete pavement, clearing and grubbing, salvaging of the existing concrete arch culverts at Wolverton creek, and their transportation to the "Culvert staging site."

Is hereby changed to read:

1.9.2.1 Payment

Payment will be made for furnishing all materials, equipment, and labor, and performing all operations necessary for demolition as shown and specified. Work includes, but is not limited to, saw cutting of all materials, removal and disposal of culverts, removal and disposal of asphalt, removal and disposal of existing aggregate surface, removal and disposal of existing concrete pavement, clearing and grubbing, salvaging of the existing concrete arch culverts at Wolverton creek, and their transportation to the "Culvert staging site."

Section 01 22 00.00 10 Measurement and Payment, Paragraph 1.10.2.1 Payment, which formerly read:

1.10.2 Impervious Fill

1.10.2.1 Payment

Payment will be made for furnishing all materials, equipment, and labor, and performing all operations necessary for Impervious Fill as shown and specified, per area. Work includes, but is not limited to, placement of impervious fill, subgrade preparation, subgrade correction, excavation and transportation of impervious fill from the SE-5 Borrow Site, embankment construction, compaction, and complying with earthwork testing and reporting requirements. Impervious fill placed for the Contractor's benefit (i.e. haul roads) will not be measured for payment.

Is hereby changed to read:

1.10.2 Impervious Fill

1.10.2.1 Payment

Payment will be made for furnishing all materials, equipment, and labor, and performing all operations necessary for Impervious Fill as shown and specified, per area. Work includes, but is not limited to, placement of impervious fill, subgrade preparation, subgrade correction, excavation and transportation of impervious fill from the SE-5 Borrow Site, embankment construction, compaction, and complying with earthwork testing and reporting requirements. Removal, transportation, and disposal of any excess impervious material from the SE-5 Borrow Site is considered incidental to this payment item and will not be measured for payment. Excess impervious material must be transported to the I-29 Disposal Site and shaped and graded as shown and specified and will not be measured for payment. Impervious fill placed for the Contractor's benefit (i.e. haul roads) will not be measured for payment.

Section 01 22 00.00 10 Measurement and Payment, Paragraph 1.10.9.1 Payment, which formerly read:

1.10.9 Topsoil Respread

1.10.9.1 Payment

Payment will be made for furnishing all materials, equipment, and labor, and performing all operations necessary for Topsoil Respread as shown and specified. Work includes, but is not limited to, respreading topsoil from stockpile, as well as obtaining any required topsoil from the SE-5 borrow area if the topsoil available in the stripping stockpile on site is not sufficient to provide the quantity of topsoil required.

Is hereby changed to read:

1.10.9 Topsoil Respread

1.10.9.1 Payment

Payment will be made for furnishing all materials, equipment, and labor, and performing all operations necessary for Topsoil Respread as shown and specified. Work includes, but is not limited to, respreading topsoil from stockpile, as well as obtaining any required topsoil from the SE-5 borrow area if the topsoil available in the stripping stockpile on site is not sufficient to provide the quantity of topsoil required. Removal, transportation, and disposal of any excess topsoil respread material from the SE-5 Borrow Site is considered incidental to this payment item and will not be measured for payment. Excess topsoil respread material must be transported to the I-29 Disposal Site and shaped and graded as shown and specified and will not be measured for payment.

SECTION 00 70 00 - CONDITIONS OF THE CONTRACT

The following have been modified:

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984) -

ALTERNATE I (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than the dates below:

The interim completion date for CLINS 0004, 0005, 0006, 0013AA, 0013AB, 0015AA, and 0015AB is November 15, 2025.

All construction shall be completed by September 8, 2026.

All turf establishment shall be completed by September 8, 2027.

The completion date is based on the assumption that the successful offeror will receive the notice to proceed by March 31, 2025. The completion date will be extended by the number of calendar days after the above date that the Contractor receives the notice to proceed, except to the extent that the delay in issuance of the notice to proceed results from the failure of the Contractor to execute the contract and give the required performance and payment bonds within the time specified in the offer.

(End of clause)

The following have been modified:

BID SCHEDULE

CLIN DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL PRICE

0001 PERFORMANCE AND PAYMENT BONDS 1 JOB

0002 DEMOLITION 1 JOB

0003 TOPSOIL STRIPPING 1 JOB

TEMPORARY CONVEYANCE PLAN

(WOLVERTON CREEK) 1 JOB

DOUBLE 14' X 8.5' CAST-IN-PLACE-CONCRETE

BOX CULVERT 1 JOB

0006 CULVERT FILTER SYSTEM 1 JOB

0007 PAVEMENT MARKING 1 JOB

0008 PERMANENT HIGHWAY SIGNS 1 JOB

0009 FINAL ROAD GRADING 1 JOB

0010 WATERING 1 JOB

0011 TEMPORARY EROSION CONTROL 1 JOB

0012 TRAFFIC CONTROL 1 JOB

0013 EXCAVATION - (WOLVERTON CREEK)

0013AA

EXCAVATION - (WOLVERTON CREEK) FIRST

26,700 CY 26700 CY

0013AB

EXCAVATION - (WOLVERTON CREEK) OVER

26,700 CY 6700 CY

0014 EXCAVATION - (OTHER)

0014AA EXCAVATION - (OTHER) FIRST 10,700 CY 10800 CY

0014AB EXCAVATION - (OTHER) OVER 10,700 CY 2700 CY

0015 IMPERVIOUS FILL - (WOLVERTON CREEK)

0015AA

IMPERVIOUS FILL - (WOLVERTON CREEK)

FIRST 6,500 CY 6500 CY

0015AB

IMPERVIOUS FILL - (WOLVERTON CREEK)

OVER 6,500 CY 1630 CY

0016 IMPERVIOUS FILL - (OTHER)

0016AA IMPERVIOUS FILL - (OTHER) FIRST 3,000 CY 3000 CY

0016AB IMPERVIOUS FILL - (OTHER) OVER 3,000 CY 860 CY

0017 AGGREGATE SURFACE 5126 TON

0018 18" DIAMETER CORRUGATED METAL PIPE 176 LF

0019 24" DIAMETER CORRUGATED METAL PIPE 269 LF

0020 30" DIAMETER CORRUGATED METAL PIPE 65 LF

0021 36" DIAMETER CORRUGATED METAL PIPE 71 LF

18" DIAMETER CORRUGATED METAL PIPE

END SECTION 6 EA

24" DIAMETER CORRUGATED METAL PIPE

END SECTION 8 EA

30" DIAMETER CORRUGATED METAL PIPE

END SECTION 2 EA

36" DIAMETER CORRUGATED METAL PIPE

END SECTION 2 EA

0026 SOIL-CEMENT 9850 CY

0027 ASPHALT PAVEMENT 1595 SY

0028 REINFORCED CONCRETE PAVEMENT 1658 SY

0029 TOPSOIL RESPREAD

0029AA TOPSOIL RESPREAD FIRST 14,200 CY 14200 CY

0029AB TOPSOIL RESPREAD OVER 14,200 CY 3550 CY

0030 SEEDING: ZONES 1, 2 16.7 AC

0031 SEEDING: ZONE X 8.4 AC

0032 B1 BEDDING 424 TON

0033 RIPRAP 1276 TON

TOTAL OF ESTIMATED AMOUNTS (ITEM NOS. 0001 THROUGH 0033 INCL.)

(End of Summary of Changes)