W912P8-17-B-0008_Am_0001.pdf

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 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.

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

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

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

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

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

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.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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)

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

W912P8

The above numbered solicitation is hereby amended to incorporate changes on the following pages and to establish a bid opening date.

A BID OPENING DATE OF 15 AUGUST 2018, 2:00PM LOCAL TIME IS HEREBY ESTABLISHED.

USACE, CONTRACTING DIVISION

ATTN: CEMVN-CT, ROOM 172

7400 LEAKE AVE.

NEW ORLEANS LA 70118-3651

See Item 6

W912P8-17-B-0008

08/03/2018

02/22/2017

1 36

SECTION 00010

Pages 00010-3 and 4. Delete these pages in their entirety and substitute the attached pages 00010-3 and 4 therefore.

SECTION 01100

1. Page 1, paragraph 2. Delete the 1st paragraph (excluding subparagraphs) in its entirety and substitute the following therefore:

“The safety provisions as specified herein refer to the 30 Nov 2014 edition of EM 385-1-1.

This latest edition can be located on the following website:

http://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385-1- 1.pdf

Use of appropriate safety equipment is mandatory and not limited to hard hats, safety vests, and safety-toed boots. Any personnel not wearing proper personal protective equipment (PPE) shall be removed from the jobsite until PPE compliance has been established. The Contractor is responsible for daily clean up and complete restoration of the area once the contract is complete.”

2. Page 1, subparagraph (b)(1). Delete this subparagraph in its entirety and substitute the following therefore:

“(1) Executed CESO Form A-02), Accident Prevention Plan Checklist (the “fillable form” can be obtained from:

http://www.usace.army.mil/Portals/2/docs/Safety/EM%20385-1- 1,%202014%20Sections/Checklists/CESO%20Checklist%20A- 02%20Accident%20Prevention%20Plan.pdf). The Contractor shall address each of the elements/sub-elements in the outline contained in Appendix A of EM 385- 1-1 in the order that they are provided in the manual. If an item is not applicable because of the nature of the work to be performed, the Contractor shall state this exception and provide a justification.”

3. Page 2, subparagraph(b) (5). Delete this subparagraph in its entirety.

4. Page 2, unnumbered subparagraph after subparagraph(b) (5). Delete this subparagraph in its entirety and substitute the following therefore:

“The Contractor shall have on the construction site during working hours a trained Site Safety and Health Officer (SSHO) in accordance with paragraph 01.A.17 of EM 385-1-1.

The Contractor shall not commence physical work at the site until the program has been accepted by the Contracting Officer, or his/her authorized representative. The Contractor may submit its Accident Prevention Plan only for the first phase of construction provided that it is accompanied by an outline of the remaining phases of construction. All http://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385-1-1.pdf http://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385-1-1.pdf http://www.usace.army.mil/Portals/2/docs/Safety/EM%20385-1-1,%202014%20Sections/Checklists/CESO%20Checklist%20A-02%20Accident%20Prevention%20Plan.pdf http://www.usace.army.mil/Portals/2/docs/Safety/EM%20385-1-1,%202014%20Sections/Checklists/CESO%20Checklist%20A-02%20Accident%20Prevention%20Plan.pdf http://www.usace.army.mil/Portals/2/docs/Safety/EM%20385-1-1,%202014%20Sections/Checklists/CESO%20Checklist%20A-02%20Accident%20Prevention%20Plan.pdf remaining phases shall be submitted and accepted prior to the beginning of work in each phase. Also refer to Section 1 of EM 385-1-1.”

5. Page 3, subparagraph (e). Delete this subparagraph in its entirety and substitute the following therefore:

“(e) Safety Sign. The Contractor shall furnish, erect, and maintain a safety sign at the site where indicated by the Contracting Officer. The sign shall conform to the requirements of this paragraph and the drawing included at the end of these General Provisions. The lettering shall be black, the castle red, green safety circle and cross, and the background white. Upon request, the Government will furnish two (2) decals of the engineer castle. When placed on a floating plant, the sign may be half size. The sign shall be erected as soon as practicable, but not later than 15 calendar days after the date established for commencement of work. The data required shall be current. No separate payment will be made for construction and erection of the safety sign and all costs in connection therewith will be considered an incidental obligation of the Contractor.”

6. Page 7, subparagraph (u). Delete this subparagraph in its entirety and substitute the following

“(u) Safety Personnel Training Requirements

a. The SSHO, Alternate SSHO, and Designated Representatives for dredging contracts shall take either the OSHA 30-hour Construction Safety Course or an equivalent 30 hours of formal safety and health training covering the subjects of the OSHA 30-hour course (see EM 385-1-1 Appendix A 3.(d)(3)) applicable to dredging work and given by qualified instructors.

b. The SSHO, as a minimum, must produce a copy of their instructor-signed OSHA 30-hour training card (or course completion if within 90 days of having completed the training and card has not yet been issued). They will have completed:

1) The 30-hour OSHA General Industry safety class (may be web-based training if the student is able to directly ask questions of the instructor by chat or phone) or

2) The 30-hour OSHA Construction Industry safety class (may be web-based training if the student is able to directly ask questions of the instructor by chat/phone), or

3) As an equivalent, formal construction or industry safety and health training covering the subjects of the OSHA 30-hour course and the EM 385-1-1 (see Appendix A, Paragraph 3.d.(3)) applicable to the work to be performed and given by qualified instructors (may be web-based training if the student is able to directly ask questions of the instructor by chat/phone). The local SOHO having jurisdiction over the work shall evaluate the proposed equivalent training for applicability to the contract work to be performed.

c. SSHOs shall maintain competency through having taken 8 hours of documented formal, on-line, or self-study safety and health related coursework every year. Examples of continuing education activities that meet this requirement are: writing an article, teaching a class, reading/writing professional articles, attendance/participation in professional societies/meetings, etc.

d. The SSHO, Alternate SSHO, and Designated Representatives shall have a minimum of three (3) years continuous experience within the past five (5) years in supervising/managing dredging, marine or land-based construction, and worked managing safety programs or processes, or conducting hazard analyses and developing controls in activities or environments with similar hazards. This is in lieu of the construction experience required by paragraph 01.A.17, EM 385-1-1.”

8. Page 10, paragraph 7, subparagraph (c). Delete this subparagraph in its entirety.

NEW SECTION 01 32 16.00 20

Add the attached new Section 01 32 16.00 20 in its entirety.

SECTION 01 33 00

Page 5, paragraph 1.10. Delete this paragraph in its entirety and substitute the following

“1.10 TRANSMITTAL FORM (ENG FORM 4025)

The transmittal form (ENG Form 4025-R) attached to this section shall be used for submitting both Government-approved and information-only submittals in accordance with the instructions on the reverse side of the form. This form shall be properly completed by filling out all the heading blank spaces and identifying each item submitted. Special care shall be exercised to ensure proper listing of the contract specification paragraph and/or sheet number of the contract drawings pertinent to the data submitted for each item. In order to expedite review of submittals, an electronic copy of all submittals shall be sent to the Contracting Officer's Representative along with the hard copies. Each submittal shall be submitted in both paper and electronic (.pdf) form. Electronic files shall be .pdf, .dgn, .doc, .docx, or other format acceptable to the Contracting Officer's Representative.”

SUBMITTAL REGISTER

Delete the Submittal Register in its entirety and substitute the attached revised Submittal Register therefore.

SECTION 01 45 02.00 10

Delete this section in its entirety.

NEW SECTION 01 45 00.15 10

Add the attached new Section 01 45 00.15 10 in its entirety.

SECTION 02 21 10.00

Delete this section in its entirety and substitute the attached revised Section 02 21 10.00 therefore.

SECTION 35 20 23.00 12

1. Change all occurrences of the title of “Section 02 21 10.00 12 SURVEYS AND CHANNEL BOTTOM GRAB SAMPLING” to “Section 02 21 10.00 12 SURVEYS”.

2. Page 3, paragraph 1.2.1. Delete this paragraph in its entirety and substitute the following

“1.2.1 Quantity Surveys

A survey of the sites for dredging shall be made in accordance with the provisions of Section 02 21 10.00 12 SURVEYS and all measurements to determine dredging quantities will be based on the "before and after dredging" cross sections and the theoretical design template.

The soundings and contours shown on the contract drawings are representative of conditions that existed July 2018 and do not necessarily represent existing conditions. The elevations shown thereon shall be verified or corrected by the "before dredging" surveys. Determinations of quantities to be paid for in the area specified, after having once been made, will not be reopened.”

3. Page 6, paragraph 1.5.2, subparagraph (5)(a). Delete this subparagraph in its entirety and substitute the following therefore:

“(a) Area Engineer, Lafayette Area Office ATTN: Mr. John Page, CEMVN-CD-LA 646 Cajundome Blvd., Suite 301 Lafayette, LA 70506”

4. Page 7, paragraph 1.5.2. Add the following subparagraph after subparagraph (7):

“(8) Upon completion of work a comprehensive compilation of all prepared reports shall be supplied on CD ROM, grouped by report type, and organized chronologically to

CEMVN-ED-L, ATTN: Scott Clement. Submittals shall include one PDF file of all Form 4267 in chronological order with the Form 322(s) combined into one file.”

5. Page 7, paragraph 1.6.3. Delete this paragraph in its entirety and substitute the following

“1.6.3 Cellular Telephone and Internet

The Contractor shall provide at least one (1) cellular telephone aboard the dredge. Cellular phone service shall be available to Government personnel for conducting official Government business 24 hours per day, seven (7) days per week. In the event that more than one (1) dredge is assigned to contract, there must be one (1) cellular phone per dredge. The Contractor shall also provide high speed internet service and associated equipment must be capable of providing adequate connection to allow the inspectors to import/export files through RMS (shall provide a minimum download speed of 10 Mbps and a minimum upload speed of 1.5 Mbps for the sole use of the Inspectors). The Contractor must field verify that the service provider chosen has adequate continuous coverage at the construction site. The Contractor shall be responsible for the installation, maintenance of and the monthly service fees necessary to provide continuous cellular telephone and high speed Internet service for the duration of the contract. Final approval of the plant will not be made until the equipment is installed and in good working order.”

DRAWINGS

SHEET IDENTIFICATION Nos. C-04 and C-05. Delete these drawings in their entirety and substitute the attached revised drawings, SHEET IDENTIFICATION Nos. C-04 and C-05, therefore.

SECTION 00010 – BIDDING SCHEDULE

Freshwater Bayou Maintenance Dredging

Lock to the Gulf Vermilion Parish, Louisiana

00010-3 ED 15-025

Item DESCRIPTION Estimated Quantity Unit Unit Price Estimated Amount

0001 Mobilization and Demobilization 1 JOB

0002 Dredging

0002AA First 1,000,000 Cubic Yards 1,000,000 CY

0002AB** All Over 1,000,000 Cubic Yards 250,000 CY

TOTAL: $

** Denotes a change from the previous Bidding Schedule.

Award will be made as a whole to one bidder.

NOTE 1: The unit “JOB” as used in this Bidding Schedule is synonymous with the term “Lump Sum” used elsewhere within these plans and specifications.

NOTE 2: Bidders shall furnish unit prices for each item listed in the Schedule requiring a unit price. If the bidder fails to insert a unit price in the appropriate blank for required item(s), but does furnish an extended total, or an estimated amount for such item(s), the Government shall deem the unit price to be the quotient obtained by dividing the extended amount for that line item by the quantity. IF A

BIDDER OMITS BOTH THE UNIT PRICE AND THE EXTENDED TOTAL OR ESTIMATED AMOUNT

FOR ANY ITEM, ITS BID SHALL BE DECLARED NON-RESPONSIVE AND THEREFORE

INELIGIBLE FOR AWARD.

NOTE 3: Any bid may be rejected if the Contracting Officer determines in writing that it is unreasonable as to price. Unreasonableness of price includes not only the total price of bid, but the price for individual line items as well. Any bid may be rejected if the prices for any line items or subline items are materially unbalanced (See FAR 14.404-2, Rejection of Individual Bids).

NOTE 4: THE NOTICE TO PROCEED (NTP): The successful bidder is advised that performance and payment bonds shall be submitted in accordance with the time frame in block 12B of SF 1442 after Notice of Award. The NTP will be issued immediately after verification of acceptable performance and payment bonds. Within 24 hours after issuance of the NTP, the Contractor shall initiate a meeting to discuss the submittal process with the Area or Resident Engineer or his authorized representative. Physical work cannot start until the Accident Prevention Plan, Contractor Quality Control Plan, and other submittals which may be required, have been submitted and approved and all preliminary meetings called for under the contract, have been conducted.

NOTE 5: Rapid Vendor Payment: Web based instructions for the submission of invoices may be found at the following website:

http://www.mvn.usace.army.mil/BusinessWithUs/Contracting/RapidVendorPayment http://www.mvn.usace.army.mil/BusinessWithUs/Contracting/RapidVendorPayment

00010-4 ED 15-025

EVALUATION OF SUBDIVIDED ITEMS (UAI 5152.211-9000 - MAR 95).

Item No. 0002 is subdivided into two (2) or more estimated quantities and are to be separately priced. The Government will evaluate each of these items on the basis of total price of its sub-items.

VARIATIONS IN ESTIMATED QUANTITIES - SUBDIVIDED ITEMS (UAI 5152.211-

9001 - MAR 95)

The Variation in Estimated Quantities Subdivided Items clause is applicable only in Item No. 0002.

a. Variation from the estimated quantity in the actual work performed under any second or subsequent sub-item or elimination of all work under such a second or subsequent sub-item will not be the basis for an adjustment in contract unit price.

b. Where the actual quantity of work performed for Item No. 0002 is less than 85% of the quantity of the first sub-item listed under such item, the Contractor will be paid at the contract unit price for that sub-item for the actual quantity of work performed and, in addition, an equitable adjustment shall be made in accordance with the clause FAR 52.211-18, Variation In Estimated Quantity.

c. If the actual quantity of work performed under Item No. 0002 exceeds 115% or is less than 85% of the total estimated quantity of the sub-item, and/or if the quantity of work performed under the second sub-item or any subsequent sub-item under Item No. NONE exceeds 115% or is less than 85% of the estimated quantity of any such sub-item, and if such variation causes an increase or a decrease in the time required for performance of this contract, the contract completion time will be adjusted in accordance with the clause FAR 52.211-18, Variation in Estimated Quantity.

Freshwater Bayou, Maintenance Dredging, Lock to the Gulf Ed 15-025

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

CONSTRUCTION PROGRESS SCHEDULES

PART 1 GENERAL

1.1 SUBMITTALS

1.2 ACCEPTANCE

1.3 SCHEDULE FORMAT

1.3.1 Bar Chart Schedule

1.3.2 Schedule Submittals and Procedures

1.4 SCHEDULE MONTHLY UPDATES

1.5 3-WEEK LOOK AHEAD SCHEDULE

1.6 CORRESPONDENCE AND TEST REPORTS:

1.7 ADDITIONAL SCHEDULING REQUIREMENTS

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 32 16.00 20 Page 1

SECTION 01 32 16.00 20

CONSTRUCTION PROGRESS SCHEDULES

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction Schedule; G, CD

SD-07 Certificates

Monthly Updates

1.2 ACCEPTANCE

Prior to the start of work, prepare and submit to the Contracting Officer for acceptance a construction schedule in the form of a Bar Chart Schedule in accordance with the terms in Contract Clause "FAR 52.236-15, SCHEDULES FOR CONSTRUCTION CONTRACTS," except as modified in this contract.

The acceptance of a Baseline Construction Schedule is a condition precedent to:

a. The Contractor starting work on the demolition or construction stage(s) of the contract.

b. Processing Contractor's invoice(s) for construction activities/items of work.

c. Review of any schedule updates.

Submittal of the Baseline Schedule, and subsequent schedule updates, is understood to be the Contractor's certification that the submitted schedule meets all of the requirements of the Contract Documents, represents the Contractor's plan on how the work will be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).

1.3 SCHEDULE FORMAT

1.3.1 Bar Chart Schedule

The Bar Chart must, as a minimum, show work activities, submittals, Government review periods, material/equipment delivery, utility outages, on-site construction, inspection, testing, and closeout activities. The Bar Chart must be time scaled and generated using an electronic spreadsheet program.

SECTION 01 32 16.00 20 Page 2

1.3.2 Schedule Submittals and Procedures

Submit Bar Chart Schedules and updates in hard copy and on electronic media that is acceptable to the Contracting Officer. Submit an electronic back-up of the project schedule in an import format compatible with the Government's scheduling program.

1.4 SCHEDULE MONTHLY UPDATES

Update the Construction Schedule at monthly intervals or when the schedule has been revised. The updated schedule must be kept current, reflecting actual activity progress and plan for completing the remaining work. Submit copies of purchase orders and confirmation of delivery dates as directed by the Contracting Officer.

a. Narrative Report: Provide with schedule updates. Identify and justify;

(1) Progress made in each area of the project

(2) Critical Path

(3) Date/time constraint(s), other than those required by the contract

(4) Changes in the following; added or deleted activities, original and remaining durations for activities that have not started, logic, milestones, planned sequence of operations, and critical path

(5) Status of Contract Completion Date and interim milestones;

(6) Current and anticipated delays (describe cause of delay and corrective actions(s) and mitigation measures to minimize);

(7) Description of current and future schedule problem areas.

Each entry in the narrative report must cite the respective Activity ID and Activity Description, the date and reason for the change, and description of the change.

1.5 3-WEEK LOOK AHEAD SCHEDULE

Prepare and issue a 3-Week Look Ahead schedule to provide a more detailed day-to-day plan of upcoming work identified on the Construction Schedule.

Key the work plans to activity numbers when a NAS is required and update each week to show the planned work for the current and following two-week period. Additionally, include upcoming outages, closures, preparatory meetings, and initial meetings. Identify critical path activities on the Three-Week Look Ahead Schedule. The detail work plans are to be bar chart type schedules, maintained separately from the Construction Schedule on an electronic spreadsheet program and printed on 8-1/2 by 11 inch sheets as directed by the Contracting Officer. Activities must not exceed 5 working days in duration and have sufficient level of detail to assign crews, tools and equipment required to complete the work. Deliver three hard copies and one electronic file of the 3-Week Look Ahead Schedule to the Contracting Officer no later than 8 a.m. each Monday, and review during the weekly CQC Coordination or Production Meeting.

SECTION 01 32 16.00 20 Page 3

1.6 CORRESPONDENCE AND TEST REPORTS:

All correspondence (e.g., letters, Requests for Information (RFIs), e-mails, meeting minute items, Production and QC Daily Reports, material delivery tickets, photographs) must reference Schedule Activities that are being addressed. All test reports (e.g., concrete, soil compaction, weld, pressure) must reference Schedule Activities that are being addressed.

1.7 ADDITIONAL SCHEDULING REQUIREMENTS

Any references to additional scheduling requirements, including systems to be inspected, tested and commissioned, that are located throughout the remainder of the Contract Documents, are subject to all requirements of this section.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 32 16.00 20 Page 4

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 2 PAGES

Freshwater Bayou Maintenance Dredging

01 32 16.00 20 SD-01 Preconstruction Submittals

1.2 G CDConstruction Schedule

SD-07 Certificates 1.4Monthly Updates

01 33 00 SD-01 Preconstruction Submittals

1.7 GSubmittal Register

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

1.5.1 G CDEnvironment Pollution Control

Plan 01 78 02.00 10 SD-02 Shop Drawings

1.3.1 G DO ED'As-Built' Drawings

02 21 10.00 12 SD-02 Shop Drawings

3.1.3 G CDPreliminary Field Surveys

3.1.4Before and After Dredging

Channel Surveys 3.1.6Disposal Area Surveys

SD-05 Design Data 1.6.6.2Compiled Survey Data

3.1.3 G CDPreliminary Field Surveys

3.1.4Before and After Dredging

Channel Surveys SD-09 Manufacturer’s Field Reports

3.1.1Calibration checks

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 2 PAGES

Freshwater Bayou Maintenance Dredging

02 21 10.00 12 3.1.1Verification of Survey Equipment 35 20 23.00 12 SD-01 Preconstruction Submittals

1.7.1Dredge Plant Data 3.2.2Plan of Operation

3.3.1.1 G EDDisposal of Dredged Material

1.5.4 G EDAccess Plan

1.5.3 G CTConstruction Schedule

SD-07 Certificates 3.2.2Copy of Certified Letters

SD-11 Closeout Submittals

1.5.2 G ED-LReport of Operations

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)

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 45 00.15 10

RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE(RMS CM)

PART 1 GENERAL

1.1 REFERENCES

1.2 MEASUREMENT AND PAYMENT

1.3 CONTRACT ADMINISTRATION

1.3.1 Correspondence and Electronic Communications

1.3.2 Other Factors

1.4 RMS SOFTWARE

1.5 SYSTEM REQUIREMENTS

1.6 CONTRACT DATABASE - GOVERNMENT

1.7 CONTRACT DATABASE - CONTRACTOR

1.7.1 Administration

1.7.1.1 Contractor Information

1.7.1.2 Subcontractor Information

1.7.1.3 Correspondence

1.7.1.4 Equipment

1.7.1.5 Reports

1.7.1.6 Request For Information (RFI)

1.7.2 Finances

1.7.2.1 Pay Activity Data

1.7.2.2 Payment Requests

1.7.3 Quality Control (QC)

1.7.3.1 Quality Control (QC) Reports

1.7.3.2 Deficiency Tracking.

1.7.3.3 Three-Phase Control Meetings

1.7.3.4 Labor and Equipment Hours

1.7.3.5 Accident/Safety Reporting

1.7.3.6 Definable Features of Work

1.7.3.7 Activity Hazard Analysis

1.7.4 Submittal Management

1.7.5 Schedule

1.7.6 Closeout

1.8 IMPLEMENTATION

1.9 NOTIFICATION OF NONCOMPLIANCE

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 45 00.15 10 Page 1

SECTION 01 45 00.15 10

RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE(RMS CM)

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 MEASUREMENT AND PAYMENT

No separate measurement or payment will be made for resident management system requirements as specified herein. Payment for the work covered under this section shall be distributed throughout the existing bid items.

1.3 CONTRACT ADMINISTRATION

The Government will use the Resident Management System (RMS) to assist in its monitoring and administration of this contract. The Government accesses the system using the Government Mode of RMS (RMS GM) and the Contractor accesses the system using the Contractor Mode (RMS CM). The term RMS will be used in the remainder of this section for both RMS GM and RMS CM. The joint Government-Contractor use of RMS facilitates electronic exchange of information and overall management of the contract. The Contractor accesses RMS to record, maintain, input, track, and electronically share information with the Government throughout the contract period in the following areas:

Administration Finances Quality Control Submittal Monitoring Scheduling Closeout Import/Export of Data

1.3.1 Correspondence and Electronic Communications

For ease and speed of communications, exchange correspondence and other documents in electronic format to the maximum extent feasible. Some correspondence, including pay requests and payrolls, are also to be provided in paper format with original signatures. Paper documents will govern, in the event of discrepancy with the electronic version.

1.3.2 Other Factors

Other portions of this document have a direct relationship to the reporting

SECTION 01 45 00.15 10 Page 2 accomplished through RMS. Particular attention is directed to Contract Clause, 52.236-15 "SCHEDULES FOR CONSTRUCTION CONTRACTS"; Contract Clause, 52.232-27 "PROMPT PAYMENT FOR CONSTRUCTION CONTRACTS"; Contract Clause, 52.232-15 "PAYMENTS UNDER FIXED-PRICED CONSTRUCTION CONTRACTS"; Section 01 33 00 SUBMITTAL PROCEDURES; and Section 01 45 04.00 10 CONTRACTOR

QUALITY CONTROL.

1.4 RMS SOFTWARE

RMS is a Windows-based program that can be run on a Windows-based PC meeting the requirements as specified in Paragraph: SYSTEM REQUIREMENTS.

Download, install and be able to utilize the latest version of the RMS software within seven (7) calendar days of receipt of the Notice to Proceed. RMS software, user manuals, access and installation instructions, program updates and training information are available from the RMS website (http://rmsdocumentation.com). The Government and the Contractor will have different access authorities to the same contract database through RMS.

The common database will be updated automatically each time a user finalizes an entry or change.

1.5 SYSTEM REQUIREMENTS

The following is the recommended system configuration to run the Contractor Mode RMS for full utilization of all features for all types and sizes of contracts. Smaller, less complicated, projects may not require the configuration levels described below. Required configuration also noted below.

Recommended RMS System Requirements

Hardware

Windows-based PC 1.7 GHz i3; AMD A6 3650 GHz or higher processor (REQUIRED)

RAM 8 GB

Hard drive disk 100 GB space for sole use by RMS system

Monitor Screen resolution 1366 x 768

Mouse or other pointing device

Windows compatible printer Laser printer must have 4 MB+ of RAM

Connection to the Internet minimum 10 Mbps upload speed and 25 Mbps download speed per user

Software

MS Windows Windows 7 x 64 bit (RMS requires 64 bit O/S) or newer (REQUIRED)

Word Processing software Viewer for MS Word 2013, MS Excel 2013 or newer (REQUIRED)

E-mail MAPI compatible (REQUIRED)

SECTION 01 45 00.15 10 Page 3

Recommended RMS System Requirements

Virus protection software Regularly upgraded with all issued Manufacturer's updates and is able to detect most zero day viruses (REQUIRED)

1.6 CONTRACT DATABASE - GOVERNMENT

The Government will enter the basic contract award data in RMS prior to granting the Contractor access. The Government entries into RMS will generally be related to submittal reviews, correspondence status, and Quality Assurance(QA)comments, as well as other miscellaneous administrative information.

1.7 CONTRACT DATABASE - CONTRACTOR

Contractor entries into RMS establish, maintain, and update data throughout the duration of the contract. Contractor entries generally include prime and subcontractor information, daily reports, submittals, RFI's, schedule updates and payment requests. RMS includes the ability to import attachments and export reports in many of the modules, including submittals. The contractor responsibilities for entries in RMS typically include the following items:

1.7.1 Administration

1.7.1.1 Contractor Information

Enter all current Contractor administrative data and information into RMS within seven (7) calendar days of receiving access to the contract in RMS.

This includes, but is not limited to, Contractor's name, address, telephone numbers, management staff, and other required items.

1.7.1.2 Subcontractor Information

Enter all missing subcontractor administrative data and information into RMS CM within seven (7) calendar days of receiving access to the contract in RMS or within seven (7) calendar days of the signing of the subcontractor agreement for agreements signed at a later date. This includes name, trade, address, phone numbers, and other required information for all subcontractors. A subcontractor is listed separately for each trade to be performed.

1.7.1.3 Correspondence

Identify all Contractor correspondence to the Government with a serial number. Prefix correspondence initiated by the Contractor's site office with "S". Prefix letters initiated by the Contractor's home (main) office with "H". Letters are numbered starting from 0001. (e.g., H-0001 or S-0001). The Government's letters to the Contractor will be prefixed with "C" or "RFP".

1.7.1.4 Equipment

Enter and maintain a current list of equipment planned for use or being used on the jobsite, including the most recent and planned equipment inspection dates.

SECTION 01 45 00.15 10 Page 4

1.7.1.5 Reports

Track the status of the project utilizing the reports available in RMS.

The value of these reports is reflective of the quality of the data input.

These reports include the Progress Payment Request worksheet, Quality Control (QC) comments, Submittal Register Status, and Three-Phase Control worksheets.

1.7.1.6 Request For Information (RFI)

Create and track all Requests For Information (RFI) in the RMS Administration Module for Government review and response.

1.7.2 Finances

1.7.2.1 Pay Activity Data

Develop and enter a list of pay activities in conjunction with the project schedule. The sum of pay activities equals the total contract amount, including modifications. Each pay activity must be assigned to a Contract Line Item Number (CLIN). The sum of the activities assigned to a CLIN equals the amount of each CLIN.

1.7.2.2 Payment Requests

Prepare all progress payment requests using RMS. Update the work completed under the contract at least monthly, measured as percent or as specific quantities. After the update, generate a payment request and prompt payment certification using RMS. Submit the signed prompt payment certification and payment request as well as supporting data either electronically or by hard copy. Unless waived by the Contracting Officer, a signed paper copy of the approved payment certification and request is also required and will govern in the event of discrepancy with the electronic version.

1.7.3 Quality Control (QC)

Enter and track implementation of the 3-phase QC Control System, QC testing, transferred and installed property and warranties in RMS. Prepare daily reports, identify and track deficiencies, document progress of work, and support other Contractor QC requirements in RMS. Maintain all data on a daily basis. Insure that RMS reflects all quality control methods, tests and actions contained within the Contractor Quality Control (CQC) Plan and Government review comments of same within seven (7) calendar days of Government acceptance of the CQC Plan.

1.7.3.1 Quality Control (QC) Reports

The Contractor's Quality Control (QC) Daily Report in RMS is the official report. The Contractor can use other supplemental formats to record QC data, but information from any supplemental formats are to be consolidated and entered into the RMS QC Daily Report. Any supplemental information may be entered into RMS as an attachment to the report. QC Daily Reports must be finalized and signed in RMS within 24 hours after the date covered by the report. Provide the Government a printed signed copy of the QC Daily Report, unless waived by the Contracting Officer.

SECTION 01 45 00.15 10 Page 5

1.7.3.2 Deficiency Tracking.

Use the QC Daily Report Module to enter and track deficiencies.

Deficiencies identified and entered into RMS by the Contractor or the Government will be sequentially numbered with a QC or QA prefix for tracking purposes. Enter each deficiency into RMS the same day that the deficiency is identified. Monitor, track and resolve all QC and QA entered deficiencies. A deficiency is not considered to be corrected until the Government indicates concurrence in RMS.

1.7.3.3 Three-Phase Control Meetings

Maintain scheduled and actual dates and times of preparatory and initial control meetings in RMS. Worksheets for the three-phase control meetings are generated within RMS.

1.7.3.4 Labor and Equipment Hours

Enter labor and equipment exposure hours on a daily basis. Roll up the labor and equipment exposure data into a monthly exposure report.

1.7.3.5 Accident/Safety Reporting

Both the Contractor and the Government enter safety related comments in RMS as a deficiency. The Contractor will monitor, track and show resolution for safety issues in the QC Daily Report area of the RMS QC Module. In addition, follow all reporting requirements for accidents and incidents as required in EM 385-1-1 and as required by any other applicable Federal, State or local agencies.

1.7.3.6 Definable Features of Work

Enter each feature of work, as defined in the approved CQC Plan, into the RMS QC Module. A feature of work may be associated with a single or multiple pay activities, however a pay activity is only to be linked to a single feature of work.

1.7.3.7 Activity Hazard Analysis

Import activity hazard analysis electronic document files into the RMS QC Module utilizing the document package manager.

1.7.4 Submittal Management

Enter all current submittal register data and information into RMS within seven (7) calendar days of receiving access to the contract in RMS. The information shown on the submittal register following the specification section 01 33 00 SUBMITTAL PROCEDURES will already be entered into the RMS database when access is granted. Group electronic submittal documents into transmittal packages to send to the Government, except very large electronic files, samples, spare parts, mock ups, color boards, or where hard copies are specifically required. Track transmittals and update the submittal register in RMS on a daily basis throughout the duration of the contract. Submit hard copies of all submittals unless waived by the Contracting Officer.

1.7.5 Schedule

Enter and update the contract project schedule in RMS by either manually

SECTION 01 45 00.15 10 Page 6 entering all schedule data or by importing the Standard Data Exchange Format (SDEF) file.

1.7.6 Closeout

Closeout documents, processes and forms are managed and tracked in RMS by both the Contractor and the Government. Ensure that all closeout documents are entered, completed and documented within RMS.

1.8 IMPLEMENTATION

Use of RMS as described in the preceding paragraphs is mandatory. Ensure that sufficient resources are available to maintain contract data within the RMS system. RMS is an integral part of the Contractor's required management of quality control.

1.9 NOTIFICATION OF NONCOMPLIANCE

Take corrective action within seven (7) calendar days after receipt of notice of RMS non-compliance by the Contracting Officer.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 45 00.15 10 Page 7

SECTION TABLE OF CONTENTS

DIVISION 02 - EXISTING CONDITIONS

SECTION 02 21 10.00 12

SURVEYS

PART 1 GENERAL

1.1 SCOPE

1.2 MEASUREMENT AND PAYMENT

1.3 SUBMITTALS

1.4 QUALITY CONTROL

1.5 PROFESSIONAL CERTIFICATION

1.6 SURVEY EQUIPMENT

1.6.1 Survey Boat

1.6.2 Fathometer

1.6.2.1 General

1.6.2.2 Calibration

1.6.3 Additional Capacity

1.6.4 Automatic Recording Tide Gage

1.6.5 Lead Line/Level Rod

1.6.6 Positioning Equipment

1.6.6.1 Electronic Surveys

1.6.6.2 Data

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 COMMENCEMENT, PROSECUTION, AND COMPLETION

3.1.1 General

3.1.2 Positioning Surveys

3.1.3 Preliminary Field Surveys

3.1.4 Before and After Dredging Channel Surveys

3.1.5 After Dredging Profiles

3.1.6 Before and After Disposal Area Surveys

3.1.7 Survey Data

SECTION 02 21 10.00 12 Page 1

SECTION 02 21 10.00 12

SURVEYS

PART 1 GENERAL

1.1 SCOPE

The work provided for herein consists of furnishing all plant, labor, equipment, and materials, and performing all operations necessary for surveying as specified herein and as indicated on the contract drawings.

1.2 MEASUREMENT AND PAYMENT

No separate measurement and payment will be made for surveys as specified herein. Payment shall be included in the contract unit price for "Dredging".

1.3 SUBMITTALS

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

Preliminary Field Surveys; G, CD

Prior to taking any original cross-sections, the Contractor shall run a preliminary electronically controlled field survey of the base dredging reach.

Before and After Dredging Channel Surveys

Before and after dredging cross sections of the Freshwater Bayou channel proposed dredging reaches shall be taken and submitted.

Disposal Area Surveys

Before and after dredging cross sections of all disposal areas used (as required to depict extent of dredge material placement) shall be taken and submitted.

SD-05 Design Data

Compiled Survey Data CD Disk

All survey data shall be collected, recorded and processed. The Contractor shall furnish the required data on compact disk (CD) containing ASCII character set.

Preliminary Field Surveys; G, CD

SECTION 02 21 10.00 12 Page 2

Before and After Dredging Channel Surveys

SD-09 Manufacturer's Field Reports

Calibration checks

Calibration checks shall be run at the beginning and completion of each day's survey or portion thereof. Results shall be furnished daily to the Contracting Officer's Representative.

Verification of Survey Equipment

1.4 QUALITY CONTROL

The Contractor shall establish and maintain quality control for the work specified in this section to assure compliance with the contract requirements and maintain records of his quality control for all surveying including but not limited to the following:

(1) Layouts and Surveys. Daily log of layout and surveys consisting of type and location using Contractor furnished control system as stated in the Contract Clause in Section 00700, entitled "LAYOUT OF

WORK (FAR 52.236-17)."

(2) Reporting. The original and two (2) copies of these reports and tests as well as the records of corrective action taken shall be furnished the Government daily. The report shall include a record of times and dates surveys were run, the horizontal control stations used and their coordinates, the vertical control points used and their elevations, and weather conditions. Format of report shall be as prescribed in Section 01 45 04.00 10 CONTRACTOR QUALITY CONTROL.

1.5 PROFESSIONAL CERTIFICATION

All surveys taken of the channel and disposal areas before, during and after dredging and disposal, shall be performed in the presence of the Contracting Officer's Representative. All surveys shall be performed under the direction of and certified by a Professional Land Surveyor currently licensed by a state of the United States. In addition, the surveyor shall document at least three (3) years of experience in hydrographic surveying of navigable channels.

1.6 SURVEY EQUIPMENT

1.6.1 Survey Boat

The Contractor shall furnish diesel or gasoline-powered boat(s), twin screw, not less than 30 feet in length, enclosed cabin space for six (6) passengers, air conditioned and heated, fully operated, Coast Guard certified, radar equipped, and an operable radio (same frequency as dredge). The survey boat(s) shall be equipped with electronic positioning equipment for conducting channel surveys and a surveying lead line as described in EM 1110-2-1003, Chapter 8-2, and shall be capable of maneuvering to permit surveying within the tolerances specified in paragraph COMMENCEMENT, PROSECUTION, AND COMPLETION. The survey boat(s) will be used solely for surveying and not providing the inspector's (Government agent's) transportation as stated in Section 35 20 23.00 12 "DREDGING", paragraph entitled "Inspectors (Government Agents) Transportation" unless in the case of mechanical malfunction of Government

SECTION 02 21 10.00 12 Page 3 transportation. No smoking shall be allowed inside the cabin and operator's space while occupied by Government personnel. No smoking signs shall be posted.

1.6.2 Fathometer

1.6.2.1 General

All survey soundings shall be taken with a precision, high-resolution (0.1-ft fathometer. The acoustic ping rate shall be, at minimum, 10-soundings per second. To limit signal attenuation in areas of unconsolidated bottom sediments, the acoustic frequency utilized shall be within the range of 24-28 kHz. If a dual frequency fathometer is utilized, the low frequency shall be within the 24-28 kHz range. At minimum, the equipment shall be capable of recording depths of water ranging from 3-ft under the transducer face(s) to a maximum of 50-ft. At this maximum depth the sounding accuracy must be 0.5-ft (28 kHz transducer) and 0.1-ft (200 kHz transducer). Acoustic returns shall be recorded on thermal chart paper by a fixed, high-resolution printing element (no stylus). The paper chart scaling shall be in English units, with chart division annotations at the 0, 10, 20, 30, 40, and 50-ft. chart levels. The instrument shall, at minimum, be capable of adjusting transmit power receiver sensitivity and time-varied gain settings and of inputting the correct speed-of-sound, vessel draft and tide values. Additionally, the fathometer shall automatically print these control parameter settings on the chart paper at start-up and when any control settings are changed. During the surveying of run lines, the fathometer shall be capable of annotating periodic event marks on the paper chart as directed by other surveying system components (positioning, controlling software) and be capable of transmitting each event sounding back to these components for horizontal position tagging and data storage.

1.6.2.2 Calibration

Hydrographic fathometer calibrations shall be performed at the survey site by methods described in EM 1110-2-1003, Chapters 9-7 thru 9-10 and at a frequency listed in Table 9-6 for navigation and dredging support surveys with soft bottom materials. The acoustic traces of the bar and ball check calibrations shall be captured on the fathometer paper chart (at 5, 10 and 15-ft. depths) along with a notation indicating the site location (i.e., station lat/long, x/y), the date and time. Additionally, if a velocity meter probe is utilized, the average speed-of-sound reading for the entire water column and the location, date, and time of the probe sounding must also be noted on the fathometer paper chart. All calibrations and soundings shall be made in the presence and to the satisfaction of the Contracting Officer's Representative at the job site.

1.6.3 Additional Capacity

Due to shallow depths within the proposed gulf shoreline disposal area, surveys may have to be performed with shallow draft equipment and/or conventional means of data collection.

1.6.4 Automatic Recording Tide Gage

The Contractor shall furnish a Hazen or compatible remote, automatic recording tide gage that may be monitored aboard the dredge. The Auto Gage shall be initially calibrated to the staff gage and once a week the staff gage and auto gage shall be calibrated through the completion of the job.

The calibration back up data shall be submitted to the Government Inspector

SECTION 02 21 10.00 12 Page 4 for daily reports.

1.6.5 Lead Line/Level Rod

Disposal area surveys may require the use of convention survey means to obtain required data. Lead lines used for soundings shall consist of a seven (7)-pound lead having a six (6)-inch mushroom shaped bottom attached to a low stretch line graduated in 0.1-foot increments. Level rods, if used for soundings, shall have a six (6)-inch diameter plate attached to the bottom. Methodology to obtain additional conventional survey requirements shall be approved by the Contracting Officer's Representative. If a total station instrument is used to perform the survey, the Contractor shall submit a copy of the survey data on magnetic media, a printout of the survey data, and computer-plotted profiles and cross sections from the original data. Plotted cross sections and profiles plus duplicate notes shall be kept at the jobsite at all times and made available to the Government.

1.6.6 Positioning Equipment

1.6.6.1 Electronic Surveys

Positioning equipment for electronic surveys shall be capable of achieving the required accuracy stated in paragraph "Positioning Surveys." Initial calibration and subsequent checks shall be in accordance with the manufacturer's instructions as required in paragraph "General."

1.6.6.2 Data

The data obtained from the electronic control system (paragraph "Positioning Surveys") and the echo depth sounding instrument shall…