Amendment 0006.pdf

USACE, CONTRACTING DIVISION

ATTN: CEMVN-CT, ROOM 172

7400 LEAKE AVE.

NEW ORLEANS LA 70118-3651

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 above numbered solicitation for West Shore Lake Pontchartrain, Louisiana Hurricane and Storm Damage Risk Reduction Project, WSLP-114, Reserve Relief & I-55 Pump Station and Drainage Structures, is hereby amended as follow s:

- Bid due date and time remains unchanged July 8, 2025 no later than 9:30 AM CST

- Bid opening date and time remains unchanged July 8, 2025 at 10:30 AM CST

- Bid opening w ill be held virtually via teams. Phone number: 503-207-9433, Conference ID: 770671036#

- Provide answ ers to contractor questions.

- Provide updates to specif ications and draw ings.

- NO ADDITIONAL QUESTIONS WILL BE ACCEPTED.

1. CONTRACT ID CODE PAGE OF PAGES

1 14

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

16C. DATE SIGNED

BY

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 W912P825B0024

X 9B. DATED (SEE ITEM 11)

27-Feb-2025

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 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

25-Jun-2025

CODE

CONTRACTING DIV- CHIEF

7400 LEAKE AVENUE, ROOM 172

NEW ORLEANS LA 70118-3651

W912P8 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE W912P8

FACILITY CODECODE

EMAIL:TEL:

W912P825B0024

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - SF 30 CONTINUATION

The following have been added by full text:

QUESTIONS AND ANSWERS 4

WSLP-114 Questions and Answers (Round 4) Question 1: In reference to question 1 of amendment 0005, the answer given specifies a 7 day wait period to resume driving for cold applied coal tar systems that are immersed. Please confirm what the wait period is for cold applied coal tar systems that are not immersed in water, for example, within a cofferdam a driven in dry conditions.

Answer: The wait period for cold applied coal tar system not immerse in water is 5 days. Note that an amendment will be posted removing requirements for painting piling in structures where the bottom of the base slab is at El -9.0 or lower.

Question 2: Can the east T-Wall work area be accessed from Old U.S. 51 via temporary access road installed by the contractor? If so, what are the allowable limits for a laydown area to the north and south of the T-Wall Baseline, between Old U.S. 51 and I-55?

Answer: Access and activities between I-55 and Hwy. 51 shall be coordinated with the ACO as to not interfere with WSLP-103 Contractor. Bidders can expect to have zero or limited access to the WSLP-114 East T-wall work from Old US 51 via contractor furnished temporary access road until completion of the adjacent WSLP-103 wall project.

Question 3: Regarding the East T-Wall under I-55, can the cofferdam be widened such that the sheets running East- West are installed outside of the adjacent I-55 bents? (i.e. the south wall installed on the south side of the southern bent, and the north wall installed on the north side of the northern bent.)

Answer: Adjustment to the limits of the cofferdam would require the contractor to perform a geotech analysis to investigate the effects to the bridge substructure and deck from possible subsurface and hydraulic loadings. The analysis would have to be reviewed and approved by USACE and the LADOTD.

There is no guarantee that it would be approved.

Question 4: Please provide reinforcing steel details for Section A11 on Sheet 3S-515. Specifically, please detail the reinforcing steel for the "Reinforced Concrete Beam-Column Connection to Cap Beam" as called out on the drawing.

Answer: Please see updated drawing in amendment 0006.

Question 5: Referencing Sheet 3S-231 - Detail 1 (D18), please provide a detail for the step wall intersection with the main walls of Monoliths 3-4E and 3-5E.

Answer: Please see Detail J1, Sheet 0S-154 of the existing bid set.

Question 6: With respect to driving permanent pile at either pump station or the T-wall;,

a. Is a specific sequence for driving pile to be specified to eliminate chances of heaving of piles that were previously driven?

b. Or, will contractor be required to monitor each driven pile for heave, and take action if heave is determined to have occurred?

Answer: No specific sequence for pile driving will be specified. Contractor will be required to monitor piles for heave and adjust driving sequence as necessary.

Question 7: Will USACE please reconsider not including a PLA in this solicitation? We believe a PLA would not advance the Federal Government’s interest in achieving economy and efficiency in federal procurement for the following reasons:

• Reduced Competition – Requiring a PLA will reduce competition due to union-related requirements and potential unfair restrictions on competition.

• Davis-Bacon Wages – Davis-Bacon wages provide benefits and wages comparable to those offered by unions without the need to work under a collective bargaining agreement.

• Administrative and Compliance Burdens – Implementing a PLA would delay the project commencement, due to increased negotiation and legal review efforts. This diverts time and resources from actual construction work and delays mobilization, with the ultimate effect of undermining efficiency.

• Challenges for Small Businesses – Small businesses may lack the capacity to navigate union rules or meet PLA requirements. This can hinder inclusive participation and economic equity goals with respect to contracts with federal small business utilization goals requirements involving Small Businesses, Small Disadvantage Businesses, Historically Underutilized Business Zones (HUBZones), and Service-Disabled Veteran-Owned Small Businesses

(SDVOSB).

• Reduced Flexibility – PLAs restrict work practices, including limitations on crew composition or task assignment, affecting project scheduling and efficiency.

Answer: PLAs were implemented in accordance with Executive Order 14063, Use of Project Labor Agreements for Federal Construction Projects, and FAR Subpart 22.5, Use of Project Labor Agreements for Federal Construction Projects. Market Research indicated that there is more than a reasonable expectation that adequate competition will be received with the inclusion of PLAs

Question 8: In the event that the USACE will not remove the PLA requirement, will USACE please extend the due date because of the inclusion of the PLA? As noted above, Contractors will need more time to develop and negotiate a PLA with a labor organization prior to contract award.

Answer: The bid opening date will not be extended. Over 30 additional days were provided when the PLA amendment was issued.

Question 9: In Amendment 4, question 55, it asks if the 2-foot mass concrete requirement applies to floodwalls and mechanical building or only the pump station. The response stated that it applies to all concrete. The specification section 03 31 01 states that all base slab, and wall components greater than two feet thick and draw bridge abutments shall be considered mass concrete. Can you confirm that the 2-foot requirement is still only on base slab, wall components, and draw bridge abutments with the understanding it is on these components of all the structures?

Answer: The 2-foot mass concrete requirement applies to all concrete components in the project.

Question 10: Will the contractor be permitted to remove any temporary piling or beams that are used for temporary purposes such as piling templates, temporary work platforms, etc. if it is not within the footprint of a permanent foundation or tremie?

Answer: Temporary pilings or beams intended to be removed that are outside of the permanent foundations or tremie should be submitted to the Engineer for review prior to removal. If piles are allowed to be removed, any voids created by removal of piles or beams shall be grouted.

Question 11: Will the USACE consider an alternate coating that is designed for immediate immersion for pile splices in lieu of the specified coal tar epoxy which requires several days of cure prior to immersion?

Answer: An alternate coating could be considered after award, but there is no guarantee that it would be approved.

Question 12: Regarding the East T-Wall under I-55, can the cofferdam be widened such that the sheets running East- West are still within the project right of way limits?

Answer: Adjustment to the limits of the cofferdam would require the contractor to perform a geotech analysis to investigate the effects to the bridge substructure and deck from possible subsurface and hydraulic loadings. The analysis would have to be reviewed and approved by USACE and the LADOTD.

There is no guarantee that it would be approved.

Question 13: Regarding the East T-Wall beneath I-55, if the TRS system detailed on drawing 3S-141 requires longer sheet piling as a result of the geotechnical review—and this extended sheeting creates a conflict with the batter piles—will the USACE recognize this as a compensable change?

Answer: The conceptual design presented in the plans should work with the tips shown. Therefore, USACE will not recognize this as a compensable change. An alternative design may be considered for approval, but must not affect the proposed T-wall pile foundation.

Question 14: Prior to driving the piles and cofferdam sheeting for the East T-Wall construction, is bulk pre-excavation to elevation -13.5 allowed?

Answer: No, this is not acceptable.

Question 15: Can the North and South limits of the East T-Wall Cofferdam be widened within the I-55 span where it is currently shown on the plans? If so, what are the limits?

Answer: Adjustment to the limits of the cofferdam would require the contractor to perform a geotech analysis to investigate the effects to the bridge substructure and deck from possible subsurface and hydraulic loadings. The analysis would have to be reviewed and approved by USACE and the LADOTD.

There is no guarantee that it would be approved.

(End of Summary of Changes)

SECTION 01 45 00.15 10

Delete this section in its entirety and substitute the attached revised Section 01 45 00.15 10, therefore.

SECTION 09 97 02.01 12

Page 18, paragraph 3.5, SYSTEM NO. 6-A-Z. Delete this system in its entirety and substitute the revised system as follows:

“SYSTEM NO. 6-A-Z

Items or surfaces to be coated: stoplogs, trash boom pipe piles (full length exterior of pile), navigation lighting pipe piles (full length exterior of pile), wingwall sheet piling (painted full length on both sides), wingwall pipe piles (full length exterior of pile), wingwall waler, wingwall plate sections, and carbon steel pump drive supports and plate from the bottom of the right angle gear to the top of the base/sole plates; pipe piles, H-piles, and cut off sheet piling that are used in structures where the bottom of the base slab is at El. -9 or lower do not require coating.

SURFACE

PREPARATION 1st & 2nd COAT 3rd COAT 4th COAT

White metal MIL-DTL-24441/19B Coal tar- Coal tar-blast epoxy C-200a epoxy C-200a cleaning (black) (black)”

SECTION 31 62 16.00 12

Page 6, paragraph 3.3.4. Delete this paragraph in its entirety and substitute the following therefore:

“3.2.4 Splicing

Splices may be used after the splice details and methods have been reviewed and approved by The Contracting Officer. Prefabricated and mechanical splices will not be allowed. No more than two splices per full length of pile will be permitted. Splices shall be located approximately one third of the pile length below the ground surface. No splices are allowed below the one third pile length below the ground surface, but not outside of the middle third of the overall length of the pile. If circumstances dictate that this requirement be violated, then it will have to be approved by the Designer of Record. The splices shall be able to develop 100 percent of the pile structural capacity. Lateral joints shall be made with a continuous full penetration butt weld in accordance with AWS D1.1/D1.1M and Section 05 50

03.00 12 METALWORK FABRICATION, MACHINE WORK, AND MISCELLANEOUS

PROVISIONS. Unless reduced by an approved WPS, the minimum preheat and interpass temperature for splice welding and for making repairs shall be 150 degrees F. In the event welding is disrupted, preheating to 150 degrees F must occur before welding is resumed.

Welds shall not be water quenched but allowed to cool unassisted to ambient temperature.”

SECTION 31 62 17.00 12

Page 17, paragraph 3.1.5.6. Delete this main paragraph (excluding subparagraphs) in its entirety and substitute the following therefore:

“3.1.5.6 Splicing

Splices may be used after the splice details and methods have been reviewed and approved by The Contracting Officer. Note that prefabricated and mechanical splices will not be allowed.

No splice will be permitted within the upper one third of the pile with the exception of the pipe piles under the I-55 Bridge spans, as noted on the drawings. If circumstance dictate that this requirement be violated, then it will have to be approved by the Designer of Record. The splices shall be able to develop 100% of the pile structural capacity. Lateral joints shall be made with a continuous full penetration butt weld in accordance with AWS D1.1/D1.1M and be tested in accordance with paragraph "Shop And Field Testing". Backer rings are required.

Backer rings shall meet the following criteria:”

DRAWINGS

1. SHEET ID No. 0S-152, GENERAL SHEET NOTE 3. Delete this note in its entirety and substitute the following therefore:

“NOTE 3: FOR PIPE PILES, NO SPLICES SHALL BE ALLOWED IN THE UPPER THIRD

OF THE PILE. FOR H-PILES, SPLICES SHALL BE LOCATED APPROXIMATELY ONE

THIRD OF THE PILE LENGTH BELOW THE GROUND SURFACE BUT NOT OUTSIDE

OF THE MIDDLE THIRD OF THE OVERALL LENGTH OF THE PILE. ALL SPLICE

WELDS SHALL BE SUBJECT TO NDT (VISUAL MAGNETIC PARTICLE, AND STATIC

ULTRASONIC TESTING). “

2. SHEET ID No. 3S-515. Delete this drawing in its entirety and substitute the attached revised drawing SHEET ID No. 3S-515, therefore.

WSLP 114_Reserve Relief & I-55 PS Ed 19-019

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 MEASUREMENT AND PAYMENT

1.2 REFERENCES

1.3 CONTRACT ADMINISTRATION

1.3.1 Correspondence and Electronic Communications

1.3.2 Other Factors

1.4 RMS SOFTWARE

1.5 CONTRACT DATABASE - GOVERNMENT

1.6 CONTRACT DATABASE - CONTRACTOR

1.6.1 Administration

1.6.1.1 Contractor Information

1.6.1.2 Subcontractor Information

1.6.1.3 Correspondence

1.6.1.4 Equipment

1.6.1.5 Reports

1.6.1.6 Request For Information (RFI)

1.6.2 Finances

1.6.2.1 Pay Activity Data

1.6.2.2 Payment Requests

1.6.3 Quality Control (QC)

1.6.3.1 Quality Control (QC) Reports

1.6.3.2 Deficiency Tracking

1.6.3.3 Three-Phase Control Meetings

1.6.3.4 Labor and Equipment Hours

1.6.3.5 Accident/Safety Reporting

1.6.3.6 Definable Features of Work

1.6.3.7 Activity Hazard Analysis

1.6.4 Submittal Management

1.6.5 Schedule

1.6.6 Closeout

1.7 IMPLEMENTATION

1.8 NOTIFICATION OF NONCOMPLIANCE

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

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 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.

1.2 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 (2024) Safety -- Safety and Occupational Health (SOH) Requirements

RMS CM Guide (2025) Resident Management System (RMS) User Manual For Contractors

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), RMS CM Guide. 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

The Contractor must be prepared to transition from the Resident Management System (RMS) to the new Construction Management Platform (CMP) at any time during the period of performance of this contract, once the USACE enterprise implements this change. The Contractor's obligation to transition from RMS to the CMP system is a requirement of this contract.

Therefore, additional time or cost increase to complete this transition will not be considered. In the event of the transition, RMS project information will be migrated to CMP by the government and available in the CMP system. After the transition, the Contractor must utilize the CMP

SECTION 01 45 00.15 10 Page 2 system to perform all contract administration functions previously required in RMS, including all areas listed above. After the transition, “RMS” and “CMP” will be synonymous for all “Resident Management System” and “RMS” references in this contract’s specification. To facilitate the transition from RMS to CMP, online training for the CMP system will be made available to the Contractor with enough time to train staff, prior to the transition occurring.

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 documents such as correspondence, including pay requests and payrolls, may be required in paper format with original signatures. Paper documents will govern in the event of discrepancy with the electronic version.

Contracting Officer will determine which documents require submission of paper copies.

1.3.2 Other Factors

Other portions of this document have a direct relationship to the reporting accomplished through RMS. Particular attention is directed to FAR 52.236-15 Schedules for Construction Contracts; FAR 52.232-27 Prompt Payment for Construction Contracts; FAR 52.232-5 Payments Under Fixed-Priced Construction Contracts; Section 01 32 01.00 10 PROJECT SCHEDULE; Section 01 33 00 SUBMITTAL PROCEDURES; Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS; and Section 01 45 00 QUALITY CONTROL.

1.4 RMS SOFTWARE

RMS is a web based application. Download, install and be able to utilize the latest version of RMS within 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 (https://rms.usace.army.mil). 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 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.

1.6 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:

SECTION 01 45 00.15 10 Page 3

1.6.1 Administration

1.6.1.1 Contractor Information

Enter all current Contractor administrative data and information into RMS within 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.

1.6.1.2 Subcontractor Information

Enter all missing subcontractor administrative data and information into RMS CM within seven calendar days of receiving access to the Contract in RMS or within seven 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.

1.6.1.3 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".

1.6.1.4 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 in accordance with Section 01 45 00 QUALITY CONTROL.

1.6.1.5 Reports

Track the status of the project using the reports available in RMS. The value of these reports reflects the quality of the data input. These reports include but are not limited to the Progress Payment Request worksheet, Quality Control (QC) comments, Deficiency Tracking Log, Submittal Register Status, and Three-Phase Control worksheets in accordance with 01 33 00 SUBMITTAL PROCEDURES, and 01 45 04.00 10 QUALITY CONTROL.

1.6.1.6 Request For Information (RFI)

Create and track all Requests For Information (RFI) in the RMS Administration Module for Government review and response. Provide status at weekly progress meeting in accordance with Section 01 32 01.00 10

PROJECT SCHEDULE.

1.6.2 Finances

1.6.2.1 Pay Activity Data

Develop and enter a list of pay activities in conjunction with the project schedule in accordance with Section 01 32 01.00 10 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

SECTION 01 45 00.15 10 Page 4 amount of each CLIN.

1.6.2.2 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.

1.6.3 Quality Control (QC)

Enter and track implementation of the 3-phase QC Control System, QC testing, transferred and installed property and warranties in RMS. Link each deficiency and QC test to a pay activity. 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. Ensure that RMS reflects all quality control methods, tests and actions contained within the Contractor Quality Control (CQC) Plan and Government review comments. Provide within seven calendar days of Government acceptance of the CQC Plan.

1.6.3.1 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.

1.6.3.2 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.

1.6.3.3 Three-Phase Control Meetings

Maintain scheduled and actual dates and times of preparatory and initial control meetings in RMS, and upload meeting minutes of the meetings.

Worksheets for the three-phase control meetings are generated within RMS.

1.6.3.4 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.

1.6.3.5 Accident/Safety Reporting

Both the Contractor and the Government enter safety related comments in RMS as a deficiency. The Contractor must monitor, track and show resolution

SECTION 01 45 00.15 10 Page 5 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, Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS and as required by any other applicable Federal, State or local agencies.

1.6.3.6 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.

1.6.3.7 Activity Hazard Analysis

Import activity hazard analysis electronic document files into the RMS QC Module utilizing the document package manager. Prepare activity hazard analysis in accordance with Section 01 35 26 GOVERNMENT SAFETY REQUIREMENTS.

1.6.4 Submittal Management

Enter all current submittal register data and information into RMS within seven calendar days of receiving access to the Contract in RMS. Contractor is responsible for entering Activity Numbers for each submittal item corresponding to their Schedule. The Contractor will import the information shown in the submittal register following the specification Section 01 33 00 SUBMITTAL PROCEDURES unless otherwise directed by the Contracting Officer. 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.

Contractor may request submittals to be added to RMS throughout the lifecycle of the project. Approval/disapproval of Contractor requests is at the discretion of the Contracting Officer. Submittals entry into RMS must be updated daily or as practical for performance of the Contract, as approved by the Contracting Officer.

1.6.5 Schedule

Enter and update the contract project schedule in RMS by either manually entering all schedule data or by importing the Standard Data Exchange Format (SDEF) file, based on the requirements in Section 01 32 01.00 10

PROJECT SCHEDULE.

1.6.6 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.

1.7 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.

SECTION 01 45 00.15 10 Page 6

1.8 NOTIFICATION OF NONCOMPLIANCE

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

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 45 00.15 10 Page 7

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S -5

.d g n s ta n p w -p w -s v c

-M

A Y -2

D S

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IC

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A N

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-1

S T J

O H

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IS

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P -2

-B -0

R E

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N S A

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11 13

A

D

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3 7

PUMP STATION

FUEL FACILITY

BUILDING

ELECTRICAL

MECHANICAL

BRACE WALL

STRUCTURE

DRAINAGEACCESS BRIDGE RAMP

KEY PLAN

N.T.S.

1.5

EL -20.0'

FLUSH

FILL

CJP, TYP

3S-515

GENERAL NOTES

J T

R O

W B

R

ID

G E

A

R A

Y

R

M A

R R

H

B W -3

S -5

A11

SCALE: 3/4" = 1'-0"

I5

J T

R O

W B

R

ID

G E

B R

A C

E W

A L L

BRACE WALL SECTION 2

FLOOD SIDE

FLOOD SIDE

B2

NORTH

PLAN

T R

U E N

EL. 17.4'

T.O. BRACE WALL

(TYP)

(T Y

P

2'0 1' 4'

SCALE: 1 1/2" = 1'-0" 1' 2'0 6"

D E

T A

IL

S S

H E

E T O

F

BRACE WALL CONNECTION @ DRAINAGE STRUCTURE SECTION

JET GROUT EXTENDS TO EL -60'7.

PAIR OF CLOSURE PILES TIED WITH BOLTS AT EL 12' AND EL -20'6.

CLOSURE PILES EXTEND TO EL -50'5.

HDPE SLEEVE ON BATTER PILES EXTENDS TO EL -15' MINIMUM.4.

MUDLINE EL = -10'3.

PILES. A572 GRADE 50, OR API 5L GR X46.

30"x5/8" STEEL PIPE PILE. SPECIFICATION 31 62 17.00 12 LONGITUDINAL SEAM PIPE 2.

170 KSI, EFFECTIVE PRESTRESS = 1.47 KSI.

66"x6" PRECAST PRESTRESSED PILE. f'c = 7 KSI. 64" STRANDS, FPU - 270 KSI, FPE = 1.

FO

A

NAISI

UO

S

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TE

L

CIVIL

EN

G

NIR

ENIG

IN

PROFESSIONAL ENGINEER

E

License No. 16825

JAMES E. TROWBRIDGE

FO

A

NAISI

UO

S

TA

TE

L

CIVIL

EN

G

NIR

ENIG

IN

PROFESSIONAL ENGINEER

E

License No. 16825

JAMES E. TROWBRIDGE

TO PLATE WELDS

TYP AT ALL HSS

FILL WELD FLUSH.

CJP

C

L A

R

IF

IC

A T

IO

N F

R O

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O N

T R

A C

T O

R Q

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N S

-4 -2

ALL STAINLESS STEEL DENOTED AS 316 SS SHALL BE AISI 316L STAINLESS STEEL.6.

TRS CONTRACTOR.

PLATE SHOWN IS FOR BRACED WALL CONNECTION. ANY ADDITIONAL REINFORCING OF THE PLATE REQUIRED FOR THE TRS IS THE RESPONSIBILITY OF THE 5.

FILL TUBES WITH BENTONITE CHIPS AFTER TIE PLATE INSTALLATION.4.

PROVIDE STAINLESS EXPANSION JOINT COVER PLATE BETWEEN BRACE WALL AND DRAINAGE STRUCTURE AT EL. 17.4'. 3.

NOTED. EXTEND CONNECTION FROM BOTTOM OF WALL CAP AT EL.13.9' TO BOTTOM OF CUTOFF WALL AT EL. -49.75' AT DRAINAGE STRUCTURE.

FABRICATED CONNECTION SECTION EXTENDS FROM EL 17.15' = 3" BELOW TOP OF CAP BEAM TO BOTTOM OF CUTOFF WALL AT EL -47', UNLESS OTHERWISE 2.

ALL STAINLESS STEEL SHALL BE ELECTRICALLY ISOLATED FROM CARBON STEEL BY PROVIDING AN APPROPRIATE GAP OR APPROVED ISOLATOR.1.

NOTES:

(TYP)

(T

YP)

-2

-2

C L

A R

IF

IC

A T

IO

N O

F R

E

IN

F O

R C

E M

E N

T

M A

Y

E15

3S-516

K15

3S-516

2" CLR

C L

R

2 #8 EA FACE

12" OC MAX

16 #9 BARS T&B

CLOSURE PLATE

CONCRETE PILE

SPUN CAST

66" DIAMETER x 6"

CLOSURE PLATE

TRS SHEETPILE

66" CYLINDER PILE

12'-3"

3'-7 1/4 "10 3/4 "5'-6"1'-3" 1'-0"

TO CAP BEAM

BEAM-COLUMN CONNECTION

REINFORCED CONCRETE

'-0

SLEEVE TO EL -15'

36"x1.108" HDPE PIPE

30"x5/8" PIPE PILE WITH

AND STEEL PIPE PILE

BETWEEN HDPE SLEEVE

GROUTED ANNULUS

SHOWN, ALL AT 12" OC

PERIMETER + (3) #5 U AS

#6 CLOSED AT

SHEAR REINFORCING:

OF CAP BEAM, TYP.

LONGITUDINAL BARS AT TOP

ALIGNED WITH CAP

STANDARD 90 DEGREE HKS

1'-1"

2 1/2 "

1"

/4

SLAB

STRUCTURE BASE

4'-0" TO DRAINAGE

STRUCTURE WALL EXTENSION

EDGE OF DRAINAGE

SHEETPILE

DETAILS ON COMBI-WALL

DRAWING 3S-140 FOR

REFER TO COFFERDAM

.6

/4

F A

B R

IC

A T

E D S

H E

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TOP AT EL. 5.5'

TRS SHEETPILE

NOTE

SEE

3 1/2 "

SHEETPILE INTERLOCK

SPECIAL TRS SECTION.

1 1/2" SLOT WELDED TO

316 SS HSS 9X6X5/8 WITH

IS INSTALLED

CYLINDER PILE

INSTALL AFTER

W/ END PLATES

316 SS 1" PLATE

3/4" x 33.75" CURVED PLATE

FOR ENTIRE LENGTH OF

MX 18" O.C.

REMAINDER AT

TOP AND BOTTOM,

+ 3 BOLTS AT 6"

316 SS 3/4" BOLTS, 3" CLR

EL -14.00)

(EL 17.15' TO

SPACING

AND 18" VERT

AND 10" O.C. HORZ

STUDS, 3" FROM EDGES

316 SS 3/4"x6" WELD

IS INSTALLED

CYLINDER PILE

FABRICATED AFTER

AND END PLATES

316 SS 1" PLATE W/ LENGTH

IN TUBE WELDED TO TRS.

TUBE TO ALIGN WITH SLOT

ON TRS. FABRICATE SLOT IN

FOR PLUMB OF 66" AND TUBE

PILE IS INSTALLED MEASURE

PILE IS INSTALLED. AFTER 66"

INSTALL IN GUIDES AFTER 66"

316 SS TUBE WELDED TO 1" PLATE.

CONNECTION

FULL HT OF

CURVED PLATE

316 SS 3/4" x 33.75"

INFORMATION

FOR ADDITIONAL

OF HSS, SEE NOTE 5

CP WELD 3 SIDES

WITH CP WELDS.

ABOVE T/TRS AT EL. 5.5'

FIELD SPLICE SEGMENT

316 SS 3/4"x36" PLATE.

EL -49.75)

(EL -13.25 TO

BELOW EL. -13.25'

CONNECTION

CUTOFF WALL

11'-11"

7'-3"2'-4"

1'-0" 9" 1'-0"

PITCH

#3 SPIRAL @ 2'

LONGITUDINAL

12 #10

PITCH

#3 SPIRAL @ 2'

18 #11 VERTICAL

2" CLR

2" C

LR

2'-3"