W912P826BA069 Amendment 0003.pdf

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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 items 8 and 15, and returning 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 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 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.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

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

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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.)

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

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

16C. DATE SIGNED

Previous edition unusable STANDARD FORM 30 (REV. 11/2016) Prescribed by GSA FAR (48 CFR) 53.243

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE PAGE OF PAGES

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

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

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

SECTION 01 33 00

PDF page 163-164/304. Delete the submittal register in its entirety and substitue the attached revised submittal register, therefore.

SECTION 02 21 10.00 12

1. Page 2, paragraph 1.3 SUBMITTALS. Delete this paragraph in its entirety and substitute the following therefore:

“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-02 Shop Drawings

Post Clearing and Grubbing Surveys; G, ED

Compliance Surveys; G, CD

SD-05 Design Data

Survey Data; G, ED”

2. Page 3, paragraph 3.1.3. Delete this paragraph in its entirety and substitute the following revised paragraph, therefore:

“3.1.3 Post Clearing and Grubbing Survey

Before any degrading/grading work begins, the Contractor shall perform, plot, and submit Post Clearing and Grubbing Surveys of all areas indicated on the contract drawings. The Contractor shall conduct a full topographic survey within the entire project right of way. The Contractor shall determine survey section line interval to meet the survey requirements outline in the contract specification. The survey criteria and plots shall include, but not limited to, the following:

a. Survey Criteria

1. Surveys shall include all abrupt grade changes, dike toes, dike crowns, borrow pits, ditches, and shall extend 50 feet beyond where the dike meets existing ground on the exterior side of CDF-12A.

2. A profile of the existing dike crown, berms, and toes shall also be taken.

3. Shots shall be no greater than 50 foot and at all abrupt changes in grade.

4. Topographic surveys shall be in accordance with Section D of the USACE New Orleans District Guide for minimum Survey Standards, latest edition.

b. Survey Plots:

1. Labeled contours at 0.5 foot intervals.

2. Plotted surveys shall include the project baseline, right of wat limits, and the grading limits as shown on the contract drawings.

3. Sheets shall include a scale, north arrow, and geo-reference aerial image date no greater than two years old.

4. Legend depicting any symbols and abbreviations used on the drawings.

c. Data:

1. Submit .EM file format of the survey.

2. Submit LMN830 file format of the survey.

3. Submit .XYZ files of the survey.”

SECTION 31 23 00.00 20

1. Page 2, subparagraph 1.2.1. Delete this paragraph in its entirity and substitue the following revised paragraph, therefore:

“1.2.1 EXCAVATION MEASUREMENT AND PAYMENT

All work required in this section shall be measured for payment by the cubic yard of material cut to the design grade, and quantities will be determined by the average end area method as calculated by the government. The Contractor may use surface-to-surface method volume calculations but this does not relieve the contractor of any survey requirements as outlined in the specifications and the government-calculated quantity will govern any discrepancies between these two calculations. A survey of the site shall be made in accordance with the provisions of Section 02 21 10.00 12 SURVEYS, and all measurements to determine excavation quantities for the required areas will be based on the "Post Clearing and Grubbing Survey" and the actual final grade for degrading as described therein.

Payment for excavation and fill will be made at the contract unit price per cubic yard for "excavation". Price and payment shall constitute full compensation for furnishing all plant, labor, materials, and equipment required to degrade the site to the required grade, degrade the existing retention dikes, fill identified areas, control testing and all other excavation, grading, hauling, and spreading of material incidental to the leveling of the disposal area; all as specified herein and as shown on the drawings. The contractor shall consider "push" or "haul" distances required for placement of excavated material in order to bring each area to the specified grades and tolerances when computing his/her unit price for excavation.

The contractor shall perform and submit original surveys as specified in Section 01 10 00 GENERAL PROVISIONS, paragraph SPECIAL SURVEYING REQUIREMENTS.”

2. Page 3, paragraph 1.5. Delete this paragraph in its entirety and substitute the following.

therefore:

“1.5 RESERVED”

3. Page 3, subparagraph 1.6.1. Delete this paragraph in its entirety and substitute the following, therefore:

“1.6.1 RESERVED”

4. Page 4, subparagraph 1.6.2. Delete this paragraph in its entirety and substitute the following revised paragraph, therefore:

“1.6.2 Miscellaneous Equipment

Scarifiers, disks, spring-tooth or spike-tooth harrows, spreaders, and other equipment shall be types suitable for construction.”

5. Page 5, paragraph 3.5. Delete this paragraph in its entirety and substitute the following revised paragraph, therefore:

“3.5 EXCAVATION GRADE TOLERANCES

The grade tolerance for excavation in accordance with paragraph "CDF-12A Degrade" shall be six (6) inches below and above the required degrade elevation (+5.0' NAVD88) as shown on the contract drawings. Any degrade excavation above the specified tolerance shall be degraded within the tolerance at no cost to the Government. No additional payment will be made for quantities cut below the design grade.”

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 3 PAGES

CDF-12A Degrading

01 32 01.00 12 SD-01 Preconstruction Submittals

1.4 GProject Scheduler Qualifications

3.4.1 GPreliminary Project Schedule

3.4.2 GInitial Project Schedule

3.6.2 GPeriodic Schedule Update

01 33 00 SD-01 Preconstruction Submittals

1.7 GSubmittal Register

01 35 26 SD-01 Preconstruction Submittals

1.10.1 GAccident Prevention Plan (APP)

Design

1.10.2 GAccident Prevention Plan (APP)

Construction SFinal IAQ Management Plan GIndoor Air Quality (IAQ)

Management Plan SD-06 Test Reports

1.14.2 GAccident Reports

1.14.3LHE Inspection Reports

1.6 GMonthly Exposure Reports

SD-07 Certificates 1.9.7Crane Operators/Riggers

1.11 GActivity Hazard Analysis (AHA)

1.14.4Certificate of Compliance 1.7Contractor Safety Self-Evaluation

Checklist 1.15Hot Work Permit

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 3 PAGES

01 35 26 License Certificates GPortable Gauge Operations

Planning Worksheet GRadiography Operation Planning

Work Sheet

1.14.4.2 GStandard Lift Plan

1.14.4.2 GCritical Lift Plan

1.14.5Third Party Certification of

Floating Cranes and Barge-Mounted Mobile Cranes

01 45 04.00 10 SD-01 Preconstruction Submittals

3.2 G CDContractor Quality Control Plan

01 57 20.01 12 SD-01 Preconstruction Submittals

1.8 G ODTEnvironment Pollution Control

Plan G PDNBird Nesting Prevention and

Avoidance Plan 01 78 02.00 10 SD-02 Shop Drawings

1.3.1 G DO'As-Built' Drawings

02 21 10.00 12 SD-02 Shop Drawings

G EDPost Clearing and Grubbing Surveys

G CDCompliance Surveys SD-05 Design Data

3.1.2 G EDSurvey Data

31 11 00.00 12 SD-01 Preconstruction Submittals

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 3 PAGES

31 11 00.00 12 3.4.3 G CDDisposal Location

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

KO CONTRACTING DIVISION, 7400 LEAKE AVE

NEW ORLEANS, LA 70118-3651

UNITED STATES

TAYLOR BRANDON, EMAIL: TAYLOR.H.BRANDON@USACE.ARMY.MIL TELEPHONE: (504) 862-1009

AdminBy:

SCD: PAS:

1. Make changes to the specifications as detailed in the following pages.

2. Make clarifications to Q&A.