W912ES23B0019 0003 Amendment 0003.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 specif ications and plans, remove and replace the Bid Schedule, and add a page to the Submittal Register.

All other solicitation terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 7

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

16C. DATE SIGNED

BY 06-Nov-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 W912ES23B0016

X 9B. DATED (SEE ITEM 11)

16-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

06-Nov-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:

W912ES23B0016

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

SUMMARY OF AMENDMENT 0003

Plans:

Volume 2, Section 40, Sheet No. 1-2 is hereby removed and replaced by Volume 2, Section 40, Sheet No. 1-2, Amendment 003 (See W912ES23B0016_Amendment3 Vol2_Sec40_Sheet 1-2.pdf).

Submittal Register:

The following Submittals have been added to the required submittals following the revisions to the Project Specifications and should be added to the final Submittal Register (See W912ES23B0016_Amendment 0003 Submittal Register Addition.pdf):

Added:

SD-04 Samples Stockpile SD-06 Test Reports Salvaged Base Course

Specifications:

Section 01 22 00.00 13 Measurement and Payment Paragraph 1.8.2.1 Payment, which formerly read:

Payment will be made in the Base Bid for furnishing all materials, equipment, and labor and performing all operations necessary for demolition as indicated. Work includes, but is not limited to, the removal and disposal of existing utilities to be relocated, culverts, aggregate surface removal, and bituminous pavement.

If awarded, payment will be made in Option 1 for furnishing all materials, equipment, and labor and performing all operations necessary for demolition as indicated. Work includes, but is not limited to, the removal and disposal of flapgates, bulkheads, and culverts.

Offsite disposal fees are incidental to the work.

Is hereby changed to read:

Payment will be made in the Base Bid for furnishing all materials, equipment, and labor and performing all operations necessary for demolition as indicated. Work includes, but is not limited to, the removal and disposal of existing utilities to be relocated, culverts, aggregate surface removal, concrete and bituminous pavement.

If awarded, payment will be made in Option 1 for furnishing all materials, equipment, and labor and performing all operations necessary for demolition as indicated. Work includes, but is not limited to, the removal and disposal of flapgates, bulkheads, and culverts.

Offsite disposal fees are incidental to the work.

Section 02 41 00 Demolition Paragraph 3.3 Roadways, which formerly read:

Removal of roadways includes the aggregate surface and any granular subbase.

Is hereby changed to read:

Removal of roadways includes the aggregate surface, concrete pavement, bituminous pavement, and any granular subbase.

Section 31 00 00.00 13 Earthwork Paragraph 3.7 Existing Road Removal, which formerly read:

Strip the existing asphalt and aggregate surface from the existing road as indicated on the project plans and in accordance with NDDOT 216 and NDDOT 302.

Is hereby changed to read:

Strip the existing asphalt, concrete pavement, and aggregate surface from the existing road as indicated on the project plans and in accordance with NDDOT 216 and NDDOT 302.

Section 32 11 16.00 13 AGGREGATE SURFACE COURSE Paragraph 1.1 References, which formerly read:

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

NORTH DAKOTA DEPARTMENT OF TRANSPORTATION (NDDOT)

NDDOT 151 (2020) Standard Specifications for Road and Bridge Construction, General Equipment NDDOT 302 (2020) Standard Specifications for Road and Bridge Construction, Aggregate Base and Surface Course NDDOT 816 (2020) Standard Specifications for Road and Bridge Construction, Aggregates NDDOT 151 (2020) Standard Specifications for Road and Bridge Construction, Geosynthetics

Is hereby changed to read:

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

NORTH DAKOTA DEPARTMENT OF TRANSPORTATION (NDDOT)

NDDOT 151 (2020) Standard Specifications for Road and Bridge Construction, General Equipment NDDOT 302 (2020) Standard Specifications for Road and Bridge Construction, Aggregate Base and Surface Course NDDOT 816 (2020) Standard Specifications for Road and Bridge Construction, Aggregates NDDOT 817 (2020) Standard Specifications for Road and Bridge Construction, Salvaged Base Course NDDOT 151 (2020) Standard Specifications for Road and Bridge Construction, Geosynthetics

Paragraph 1.2 Submittals, which formerly read:

Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals Aggregate Sources Aggregate material sources as specified in Paragraph MATERIAL SOURCES.

SD-04 Samples Aggregate Sample Samples of aggregate as specified in Paragraph MATERIAL SOURCES.

SD-06 Test Reports Testing Testing results as specified in Paragraph TESTING.

Is hereby changed to read:

Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals Aggregate Sources Aggregate material sources as specified in Paragraph MATERIAL SOURCES.

SD-04 Samples Aggregate Sample Samples of aggregate as specified in Paragraph MATERIAL SOURCES.

Stockpile Stockpile Concrete and Bituminous stockpile samples and documentation of source origin.

SD-06 Test Reports Testing Testing results as specified in Paragraph TESTING.

Salvaged Base Course Blend and gradation testing.

Paragraph 2 Products, which formerly read:

2.1 Aggregate

NDDOT 816, Class 13 Aggregate.

2.2 MATERIAL SOURCES

It shall be the responsibility of the Contractor to make its own investigations for a source of suitable materials and to make its own arrangements with the owners of the pits for procuring the required quantity of suitable material. The Contractor shall designate in writing only one source or one combination of sources from which it proposes to furnish aggregate. A 50 pound aggregate sample shall be provided to the Contracting Officer. Approval of samples from a source of aggregate is not to be construed as approval of all materials from that source. The right is reserved to reject materials from certain localized areas, zones, strata, or channels when such materials are unsuitable for aggregate as determined by the Contracting Officer. Materials produced from an approved source shall meet all the requirements of this section.

2.3 GEOTEXTILE

Geotextile shall be a separation geotextile fabric meeting the requirements of Geotextile Type 2, in accordance with

SECTION 31 05 19 GEOTEXTILE.

Is hereby changed to read:

2.1 Aggregate

NDDOT 816, Class 13 Aggregate.

NDDOT 817, Salvaged Base Course.

2.2 MATERIAL SOURCES

It shall be the responsibility of the Contractor to make its own investigations for a source of suitable materials and to make its own arrangements with the owners of the pits for procuring the required quantity of suitable material. The Contractor shall designate in writing only one source or one combination of sources from which it proposes to furnish aggregate. A 50 pound aggregate sample shall be provided to the Contracting Officer. Approval of samples from a source of aggregate is not to be construed as approval of all materials from that source. The right is reserved to reject materials from certain localized areas, zones, strata, or channels when such materials are unsuitable for aggregate as determined by the Contracting Officer. Materials produced from an approved source shall meet all the requirements of this section.

Utilize all removed bituminous and concrete pavement into the salvaged base course meeting NDDOT 817. If a shortage of onsite salvageable material is encountered to obtain the minimum 30% blend, the remainder of the material may comprise of an approved stockpile of bituminous or concrete material proposed by the Contractor or virgin aggregate base course class 5. In the event virgin aggregate base course class 5 is utilized, salvaged base course is to be installed to the maximum uniform depth feasible across the full typical section width and full project length and the virgin aggregate base course class 5 installed above the salvaged base course to meet the full aggregate section shown in the plans.

2.3 GEOTEXTILE

Geotextile shall be a separation geotextile fabric meeting the requirements of Geotextile Type 2, in accordance with

SECTION 31 05 19 GEOTEXTILE.

Salvaged Base Course geotextile shall meet Geotextile Type R1 in accordance with Section 31 05 19

GEOTEXTILE.

Paragraph 3.1 General, which formerly read:

Aggregate surface course shall be constructed in accordance with the requirements of NDDOT 302 unless specified otherwise.

Is hereby changed to read:

Aggregate surface course shall be constructed in accordance with the requirements of NDDOT 302 unless specified otherwise. Salvaged Base Course shall be constructed in accordance with the requirements of NDDOT 302 except the term "engineer' referenced in the state standard specification shall mean the contracting officer.

SECTION 00 10 00 - SOLICITATION

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 TEMPORARY TRAFFIC CONTROL 1 JOB

0004 TEMPORARY EROSION CONTROL 1 JOB

0005 WATER AND SEWER 1 JOB

0006 COMUNICATION AND ELECTRICAL 1 JOB

0007 TOPSOIL STRIPPING 1 JOB

0008 PAVEMENT MARKING 1 JOB

0009 PERMANENT HIGHWAY SIGNS 1 JOB

0010 TEMPORARY IRRIGATION SYSTEM 1 JOB

0011 WATERING 1 JOB

0012 INSPECTION TRENCH 8,600 LF

0013 EXCAVATION

0013AA FIRST 104,030 CY - EXCAVATION 104,030 CY

0013AB OVER 104,030 CY - EXCAVATION 15,605 CY

0014 EMBANKMENT

0014AA FIRST 771,331 CY - EMBANKMENT 771,331 CY

0014AB OVER 771,331 CY - EMBANKMENT 115,700 CY

0015 TURF REINFORCEMENT MAT (TRM) 879,968 SF

0016 AGGREGATE SURFACE 18,719 TON

0017 SALVAGED BASE COURSE

0017AA FIRST 7,990 - SALVAGED BASE COURSE 7,990 CY

0017AB OVER 7,990 - SALVAGED BASE

COURSE

1,199 CY

0018 PERMANENT CR81 ASPHALT

PAVEMENT

16,499 SY

0019 PIPE CORRUGATED STEEL; .064IN

24IN

90 LF

0020 PIPE CORRUGATED STEEL; .064IN 30IN 92 LF

0021 PIPE CORRUGATED STEEL; .064IN 36IN 52 LF

0022 END SECTION CORRUGATED STEEL;

.064IN 24IN

4 EA

0023 END SECTION CORRUGATED STEEL;

.064IN 30IN

4 EA

0024 END SECTION CORRUGATED STEEL;

.064IN 36IN

2 EA

0025 PRECAST REINFORCED CONCRETE BOX

(RCB) CULVERT; 10 X 5

92 LF

0026 PRECAST REINFORCED CONCRETE BOX

(RCB) CULVERT; 10 X 7

45 LF

0027 PRECAST REINFORCED CONCRETE BOX

(RCB) CULVERT; 10 X 10

364 LF

0028 PRECAST CONCRETE END SECTION; 10

X 5

2 EA

0029 PRECAST CONCRETE END SECTION; 10

X 7

2 EA

0030 PRECAST CONCRETE END SECTION; 10

X 10

4 EA

0031 TOPSOIL RESPREAD

0031AA FIRST 273,787 - TOPSOIL RESPREAD 273,787 CY

0031AB OVER 273,787 - TOPSOIL RESPREAD 41,069 CY

0032 SEEDING 140.11 AC

0033 RIPRAP; R20 634 TON

0034 RIPRAP; R30 442 TON

0035 RIPRAP; R80 384 TON

0036 RIPRAP; R140 664 TON

0037 ACCESS GATE 2 EA

TOTAL OF AMOUNTS

(ITEM NOS. 0001 THROUGH 0037 INCL.)

OPTION 1

1001 PERFORMANCE AND PAYMENT BONDS 1 JOB

1002 DEMOLITION 1 JOB

1003 TEMPORARY TRAFFIC CONTROL 1 JOB

1004 TEMPORARY EROSION CONTROL 1 JOB

1005 TOPSOIL STRIPPING 1 JOB

1006 PERMANENT HIGHWAY SIGNS 1 JOB

1007 TEMPORARY IRRIGATION SYSTEM 1 JOB

1008 WATERING 1 JOB

1009 INSPECTION TRENCH 2,176 LF

1010 EXCAVATION

1010AA FIRST 12,257 - EXCAVATION 12,257 CY

1010AB OVER 12,257 - EXCAVATION 1,839 CY

1011 MUCK EXCAVATION

1011AA FIRST 17,778 - MUCK EXCAVATION 17,778 CY

1011AB OVER 17,778 - MUCK EXCAVATION 2,667 CY

1012 EMBANKMENT

1012AA FIRST 183,873 - EMBANKMENT 183,873 CY

1012AB OVER 183,873 - EMBANKMENT 27,581 CY

1013 TURF REINFORCEMENT MAT (TRM) 198,281 SF

1014 AGGREGATE SURFACE 578 TON

1015 TOPSOIL RESPREAD

1015AA FIRST 70,573 - TOPSOIL RESPREAD 70,573 CY

1015AB OVER 70,573 - TOPSOIL RESPREAD 10,586 CY

1016 ARTICULATED CONCRETE BLOCK 27,326 SF

1017 SEEDING 38.73 AC

1018 RIPRAP; R20 84 TON

TOTAL PRICE OF OPTION 1 (ITEMS 1001 THROUGH 1018 INCL.)

TOTAL PRICE BASE AND OPTION 1

(End of Summary of Changes)