Amendment_1_Specifications.pdf

SOLICITATION W912ES19T0101

OPERATIONS AND MAINTENANCE

MISSISSIPPI RIVER, POOL 9

RIVER MILE 654.4

SPECIFICATIONS

FOR

UPPER LANSING DREDGING

AUGUST 2019

US Army Corps of Engineers St. Paul District

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00.00 13 GENERAL

01 22 00.00 13 MEASUREMENT AND PAYMENT

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE(RMS CM)

01 45 04.00 13 CONTRACTOR QUALITY CONTROL

01 57 20.00 13 ENVIRONMENTAL PROTECTION

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23 DREDGING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

SECTION 01 00 00.00 13

GENERAL

PART 1 GENERAL

1.1 REFERENCES

1.2 SCOPE

1.2.1 Dredging Production

1.2.2 Memorandums of Understanding and Permits

1.3 ORGANIZATION OF SPECIFICATIONS

1.4 USE OF REFERENCES

1.5 SUBMITTALS

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 DISPOSAL OF DEBRIS AND WASTE

3.2 ROADWAYS

3.2.1 Traffic Hazards

3.3 SCHEDULING

3.3.1 General

3.4 CONSTRUCTION RESTRICTIONS

3.4.1 Contractor Emergency Contacts

3.4.2 Dredging Buoys

3.4.3 Noise pollution

3.4.4 Pipeline/Utility Crossings

3.4.4.1 Government Identified Utilities

3.4.5 No Wake Zones

3.5 WORK PERFORMED BY OTHERS

3.6 U.S. COAST GUARD REGULATIONS AND LICENSING REQUIREMENTS

3.7 SEWAGE AND BILGE WATER DISPOSAL

3.8 SAFETY

3.9 LOCK AND DAM OPERATIONS

3.10 ATTACHMENTS TO SOLICITATION

-- End of Section Table of Contents --

SECTION 01 00 00.00 13 Page 1

SECTION 01 00 00.00 13

GENERAL

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. FEDERAL HIGHWAY ADMINISTRATION (FHWA)

MUTCD (2015) Manual on Uniform Traffic Control Devices

1.2 SCOPE

Remove sand from dredge cuts and place in locations indicated. USACE will perform and provide Pre-dredge and Post-dredge surveys. Refer to the Project Information Attachment in section 00 10 00 Solicitation for quantity, dredge location, placement site, pre-dredge survey, length, width, and depth of dredge cut, and other special requirements.

1.2.1 Dredging Production

The minimum production rate is 2,000 cubic yards (CY) per day.

1.2.2 Memorandums of Understanding and Permits

The following Permits and MOUs are included as attachments to this solicitation:

- Minnesota Department of Natural Resources Public Waters Work Permit

- Wisconsin Department of Natural Resources Memorandum of Understanding

- Minnesota Pollution Control Agency State Disposal System Permit

The Contractor shall conduct all work under this contract in accordance with the permits and MOU's applicable to the locale of the work. If there is a conflict between the terms or conditions of a permit or MOU and this contract, the Contractor shall submit that conflict to the Contracting Officer for resolution prior to initiating that portion of the work.

1.3 ORGANIZATION OF SPECIFICATIONS

The specifications which govern the materials and equipment to be furnished and the work to be performed under this contract are listed in the Table of Contents. No attempt has been made in the specifications to segregate work to be performed by any trade, craft, or subcontractor. Any segregation between the trades or crafts shall be solely a matter for agreement between the Contractor, Contractor's employees, and subcontractors. Nothing in this paragraph excuses the Contractor from compliance with the Davis Bacon Act and any other applicable contract labor standards.

SECTION 01 00 00.00 13 Page 2

1.4 USE OF REFERENCES

Reference to the standards, specifications, or codes of any technical society, organization, or association, or local, State, or Federal authority shall mean the specific edition or revision listed.

Various publications are referenced in other sections of the specifications to establish requirements for the work. Any referenced publication is to be used solely for technical requirements. Measurement and payment and any other matters respecting the administration of this contract shall be governed by the terms of this contract without considering any referenced publication. These references are identified in each section by document number, date and title.

1.5 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-01 Preconstruction Submittals

Contractor Emergency Contacts

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

3.1 DISPOSAL OF DEBRIS AND WASTE

The Contractor's attention is directed to Section 01 57 20.00 13 ENVIRONMENTAL PROTECTION and to the following CONTRACT CLAUSES: 52.236-7

PERMITS AND RESPONSIBILITIES; 52.236-9 PROTECTION OF EXISTING VEGETATION,

STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS; 52.236-10 OPERATIONS

AND STORAGE AREAS; and 52.236-12 CLEANING UP.

3.2 ROADWAYS

3.2.1 Traffic Hazards

When continuous haul operations or other conditions created by the Contractor's operations result in interference or hazard to traffic on streets and highways, beyond that of ordinary public usage, the Contractor shall erect warning signs and provide flagging services as necessary to safeguard the public. Signage shall be in compliance with the current Manual on Uniform Traffic Control Devices (MUTCD).

3.3 SCHEDULING

3.3.1 General

It shall be the responsibility of the Contractor to schedule and execute the work, incorporating the necessary requirements set forth in these specifications.

SECTION 01 00 00.00 13 Page 3

3.4 CONSTRUCTION RESTRICTIONS

3.4.1 Contractor Emergency Contacts

Submit to the Contracting Officer the name(s) and telephone number(s) of person(s) who can be contacted on weekends, nights, and holidays in the event of an emergency.

3.4.2 Dredging Buoys

If dredging buoys are used, they shall comply with U.S. Coast Guard marking requirements.

3.4.3 Noise pollution

Keep noise pollution to a minimum in accordance with SECTION 01 57 20.00 13: ENVIRONMENTAL PROTECTION. In addition, when working within or near the City of Minneapolis, the Contractor's operations shall comply with the City of Minneapolis Noise Ordinance. Other municipalities may also have Noise Ordinances, and it shall be the Contractor's responsibility to comply with all local ordinances. Costs to comply with local ordinances shall not be grounds for a contract adjustment.

3.4.4 Pipeline/Utility Crossings

Identify any pipelines or other utilities (facilities) in the vicinity of the Contractor's work and insure that adequate measures are taken to avoid any damage to or disruption of those facilities. The Contractor is responsible for any damage to or disruption of those facilities and shall indemnify and hold harmless the United States of America, its officers, agents, and employees from any and all liabilities arising from or relating to that damage or disruption. To ensure facilities are not damaged, the Contractor shall not dredge deeper than 11 feet below low control pool (LCP) within a 60-foot corridor (30 feet on either side) of any pipeline/utility. In addition, do not spud or use anchoring devices within 30 feet on either side of a pipeline/utility.

3.4.4.1 Government Identified Utilities

It is the Contractors responsibility to verify the existence of pipelines/utilities at each dredging location prior to commencing work.

3.4.5 No Wake Zones

Many municipalities have specific wake restrictions. The Contractor is responsible for complying with all local ordinances. Costs to comply with local ordinances shall not be grounds for a contract adjustment.

3.5 WORK PERFORMED BY OTHERS

Multiple dredge operations may be going on within the same pool by Government and other contract plants.

3.6 U.S. COAST GUARD REGULATIONS AND LICENSING REQUIREMENTS

Floating plant equipment and personnel shall comply with the applicable U.S. Coast Guard regulations and licensing requirements. Floating plant equipment shall meet the applicable requirements of 46 CFR Chapter 1 Subchapter E and 46 CFR 44.05-10.

SECTION 01 00 00.00 13 Page 4

3.7 SEWAGE AND BILGE WATER DISPOSAL

The Contractor's methods for disposal of sanitary sewage and bilge water, accumulated aboard floating plant equipment, shall meet applicable State and Federal Regulations.

3.8 SAFETY

When wheeled or tracked equipment is operated on floating plant, adequate safeguards shall be installed to prevent it from moving off the floating plant into the water. Such a safeguard shall be a bumper or curb with a minimum height of one-third of the outside diameter of the largest wheel, or shall be a barge tied alongside. Other safeguards may be used if approved by the Contracting Officer.

3.9 LOCK AND DAM OPERATIONS

The Contractor shall not interfere with normal lock and dam operations.

Lock and Dam personnel will not accept deliveries, phone calls, or mail or deliver messages for the Contractor.

3.10 ATTACHMENTS TO SOLICITATION

MN DNR, General Permit 1994-5082, expiring 31 December 2022; 29 pages

WI DNR, MEMORANDUM OF UNDERSTANDING, expiring 31 December 2020; 16 pages

MPCA, State Disposal System (SDS) Permit MN0050580; 33 pages

-- End of Section --

SECTION 01 00 00.00 13 Page 5

SECTION 01 22 00.00 13

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 COMPENSATION

1.2 MEASUREMENT BY VOLUME

1.3 MEASUREMENT UNITS

1.4 DREDGING

1.4.1 Payment

1.4.2 Measurement

1.4.3 Unit of Measure

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 22 00.00 13 Page 1

SECTION 01 22 00.00 13

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 COMPENSATION

The payment provided for in the contract shall constitute full compensation for furnishing all materials and for performing all work under the contract in a complete and acceptable manner. The contract work shall include providing plant, equipment, tools, supplies, labor, supervision, incidental materials, quality control, environmental protection, and meeting safety requirements, and for performing all work necessary to dredge, transport and place dredged materials as provided in this contract. Except as otherwise specified in this contract, all costs associated with incidental work shall be included in the Bidding Schedule item with which that incidental work is most closely associated. The payments provided for in the contract include compensation for all risk, loss, damage, and expense arising out of the contract work or its prosecution, subject to terms and conditions of the contract. Payment as provided for under the contract constitutes compensation in full for furnishing the materials and undertaking the work complete in place as specified.

1.2 MEASUREMENT BY VOLUME

Quantities for bid items with units of volume or that require verification of design section shall be calculated by sounding method using surveys as defined in the Section 35 20 23 DREDGING. For bid items where a tolerance is specified, work done in excess of the specified tolerance will not be measured for payment.

1.3 MEASUREMENT UNITS

When materials are measured in units other than the measurement units specified as the basis of payment, the measured quantities shall be converted to the specified unit of measure. Factors for conversions from one basis or unit of measurement to another shall be approved by the Contracting Officer.

1.4 DREDGING

1.4.1 Payment

Payment will be made for furnishing all materials, equipment and labor and performing all operations necessary for dredging as shown and specified.

Work shall include, but not be limited to, dredging, transportation, unloading, and placement of dredge material.

1.4.2 Measurement

Dredging shall be measured and paid for by the cubic yard (CY) of material

SECTION 01 22 00.00 13 Page 2 removed above the project depth within the allowable tolerance specified below and within the limits of the dredge site as identified. In order to allow for the inaccuracies of the dredging process, the Contractor will be allowed a tolerance of 0.5 feet above project depth in isolated scattered areas providing the total area of under excavated portions does not exceed 10 percent of the total area to be dredged and providing the average depth throughout the dredge site is equal to or greater than the specified project depth. For additional measurement information see Section 35 20 23 DREDGING, Paragraph PROJECT DEPTH, OVERDEPTH, SIDE SLOPES, AND INFILL.

Access dredging will not be measured for payment.

1.4.3 Unit of Measure

Unit of measure: cubic yard.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 22 00.00 13 Page 3

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUBMITTAL IDENTIFICATION

1.2 SUBMITTAL CLASSIFICATION

1.2.1 Government Approved

1.2.2 Information Only

1.3 APPROVED SUBMITTALS

1.4 DISAPPROVED SUBMITTALS

1.5 WITHHOLDING OF PAYMENT

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 GENERAL

3.2 SUBMITTAL REGISTER

3.3 SCHEDULING

3.4 TRANSMITTAL FORM (ENG FORM 4025)

3.5 SUBMITTAL PROCEDURE

3.5.1 Submittal Copies

3.5.2 Schedule

3.5.3 Shop Drawings

3.5.4 Warranties

3.5.5 Deviations

3.6 CONTROL OF SUBMITTALS

3.7 GOVERNMENT APPROVED SUBMITTALS

3.8 INFORMATION ONLY SUBMITTALS

3.9 STAMPS

SECTION 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUBMITTAL IDENTIFICATION

Submittals required are identified by SD numbers and titles as follows:

SD-01 Preconstruction Submittals

1.2 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.2.1 Government Approved

Governmental approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer.

Within the terms of the Contract Clause 52.236-21 entitled "Specifications and Drawings for Construction," government approved submittals are considered to be "shop drawings."

1.2.2 Information Only

All submittals not requiring Government approval will be for information only. They are not considered to be "shop drawings" within the terms of the Contract Clause referred to above.

1.3 APPROVED SUBMITTALS

The Contracting Officer's approval of submittals shall not be construed as a complete check, but will indicate only that the general method of construction, materials, detailing and other information are satisfactory.

Approval will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this contract is responsible for dimensions, the design of adequate connections and details, and the satisfactory construction of all work. After submittals have been approved by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.4 DISAPPROVED SUBMITTALS

The Contractor shall make all corrections required by the Contracting Officer and promptly furnish a corrected submittal in the form and number of copies specified for the initial submittal. If the Contractor considers any correction indicated on the submittals to constitute a change to the contract, a notice in accordance with the Contract Clause 52.243-5 "Changes" shall be given promptly to the Contracting Officer.

SECTION 01 33 00 Page 2

1.5 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work will not be made if required approvals have not been obtained.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 GENERAL

The Contractor shall make submittals as required by the specifications.

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Units of weights and measures used on all submittals shall be the same as those used in the contract drawings. Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Prior to submittal, all items shall be checked and approved by the Contractor's Quality Control (CQC) System Manager and each item shall be stamped, signed, and dated by the CQC System Manager indicating action taken.

Proposed deviations from the contract requirements shall be clearly identified. Submittals shall include items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves;

test reports; test cylinders; samples; O&M manuals (including parts list);

certifications; warranties; and other such required submittals. Submittals requiring Government approval shall be scheduled and made prior to the acquisition of the material or equipment covered thereby. Samples remaining upon completion of the work shall be picked up and disposed in accordance with manufacturer's Material Safety Data Sheets (SDS) and in compliance with existing laws and regulations.

3.2 SUBMITTAL REGISTER

At the end of this section is a sample Submittal Register, showing items of equipment and materials for which submittals are required by the specifications. This list may not be all inclusive and additional submittals may be required. The Contractor shall use RMS to produce the Submittal Register and to track and transmit all submittals. The Contractor shall maintain a submittal register for the project in accordance with Section 01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE(RMS CM).

3.3 SCHEDULING

Submittals covering component items forming a system or items that are interrelated shall be scheduled to be coordinated and submitted concurrently. Certifications to be submitted with the pertinent drawings shall be so scheduled. No delay damages or time extensions will be allowed for time lost in late submittals. The submittal register shall provide for a reasonable timely distribution of shop drawings as they are prepared (particularly within a specific discipline, i.e.: structural, mechanical).

3.4 TRANSMITTAL FORM (ENG FORM 4025)

A sample transmittal form (ENG Form 4025) is attached to this section, however the ENG Form 4025 shall be produced using RMS and shall be used for

SECTION 01 33 00 Page 3 submitting both Government approved and information only submittals.

3.5 SUBMITTAL PROCEDURE

3.5.1 Submittal Copies

The Contractor shall submit 1 hardcopy and 1 electronic copy of each submittal (both government approved and for information only), unless otherwise indicated. Each transmittal shall address submittal items from only one specification section. Transmittals returned for resubmission shall be resubmitted in their entirety. When approved by the Contracting Officer, routine test reports and delivery tickets may be submitted with daily quality control reports in place of following submittal procedures under this section.

3.5.2 Schedule

Shop drawings shall be submitted with ample time to secure Government approval prior to the time the items covered thereby are to be delivered to the site. Additional time should be allowed for possible resubmittal.

Materials fabricated or delivered without Government approval of the shop drawing will be subject to rejection. All submittals shall be made prior to commencement of applicable work, and allow adequate time for government review acceptable to the Contracting Officer.

3.5.3 Shop Drawings

Shop drawings shall be reproductions on high quality paper with clear legible print. Drawings shall generally be bordered a minimum of one inch and trimmed to neat lines. Shop drawing quality will be subject to approval. Each shop drawing, including catalog data, shall be identified with a title block including the name of the Contractor, contract number, name and location of project, and name of the item of work or structure to which the shop drawing applies. Catalog data, including specifications and full descriptive matter, may be submitted as shop drawings. Catalog data must be supplemented as necessary to include all pertinent data to verify conformance to the contract documents. When catalog data includes non applicable data, the applicable data shall be clearly indicated.

3.5.4 Warranties

Any items that are submitted for review or approval of the Contracting Officer should include a copy of the manufacturer's standard warranty if one is available.

3.5.5 Deviations

For submittals which include proposed deviations requested by the Contractor, the column "variation" of ENG Form 4025 shall be checked. The Contractor shall set forth in writing the reason for any deviations and annotate such deviations on the submittal. The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.

3.6 CONTROL OF SUBMITTALS

The Contractor shall carefully control its procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the approved "Submittal Register."

SECTION 01 33 00 Page 4

3.7 GOVERNMENT APPROVED SUBMITTALS

After review of submittals requiring Government approval is completed the Contractor will receive a signed and dated electronic version of the ENG Form 4025 with submittal attached indicating approval or requirement for resubmittal. No hardcopies of the submittals will be returned to the Contractor unless indicated elsewhere.

3.8 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Approval of the Contracting Officer is not required on information only submittals.

The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work;

and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

3.9 STAMPS

Stamps used by the Contractor on the submittal data to certify that the submittal meets contract requirements shall be similar to the following:

SECTION 01 33 00 Page 5

| CONTRACTOR |

| (Firm Name) | | _____ Approved | | _____ Approved with corrections as noted on submittal data and/or | | attached sheet(s). |

| SIGNATURE: __________________________________________________________ |

| TITLE: ______________________________________________________________ |

| DATE: _______________________________________________________________ |

SECTION 01 33 00 Page 6

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

Lost Island Dredging

T R A

A N C S T M S I I P V T E I T C T A Y L S

G O V

C T L A O S R S

P I A A F / R I E A C G # A R R T E

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

A C T I

N

DATE FWD

TO APPR

AUTH/

APPROVING AUTHORITY

A

T I

N

MAILED

TO

CONTR/

E DESCRIPTION A I V APPROVAL MATERIAL O DATE DATE RCD DATE FWD DATE RCD O DATE DATE RCD

N N C O O T

ITEM SUBMITTED

P O W

H N R SUBMIT

NEEDED

BY

NEEDED D

BY E

OF

ACTION

FROM

CONTR

TO OTHER FROM OTH D

REVIEWER REVIEWER E

OF

ACTION

FRM APPR

AUTH REMARKS

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

01 00 00.00 13 SD-01 Preconstruction Submittals Contractor Emergency Contacts

01 35 26 SD-01 Preconstruction Submittals Accident Prevention Plan (APP)

01 45 04.00 13 SD-01 Preconstruction Submittals

3.4.1

G

CONTRACTOR QUALITY

CONTROL (CQC) PLAN

01 57 20.00 13 SD-01 Preconstruction Submittals

3.2 G NOTE: DUE TO TIME CONSTRIANTS A FORMAL CQC PLAN SUBMITTAL WILL NOT BE REQUIRED

PRIOR TO COMMENCING WORK. SEE SECTION 01 33 00 PARAGRAPH SUBMITTALS FOR

ADDITIONAL INFORMATION.

Environmental Protection Plan 1.7 NOTE: DUE TO TIME CONSTRAINTS, A FORMAL SUBMITTAL IS NOT REQUIRED, HOWEVER THE

CONTRACTOR IS EXPECTED TO BE FAMILIAR WITH AND FOLLOW THE NORMAL EPP

REQUIREMENTS.

ENG FORM 4025, MAY 2017 PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 2

U.S. Army Corps of Engineers (USACE)

TRANSMITTAL OF SHOP DRAWINGS, EQUIPMENT DATA, MATERIAL SAMPLES, OR

MANUFACTURER'S CERTIFICATES OF COMPLIANCE

For use of this form, see ER 415-1-10; the proponent agency is CECW-CE.

DATE TRANSMITTAL NO.

SECTION I - REQUEST FOR APPROVAL OF THE FOLLOWING ITEMS (This section will be initiated by the contractor)

TO:

PROJECT TITLE AND LOCATIONSPECIFICATION SEC. NO. (Cover only one section with each transmittal)

FROM: CONTRACT NO. CHECK ONE:

THIS TRANSMITTAL IS FOR: (Check one)

THIS IS A NEW TRANSMITTAL

THIS IS A RESUBMITTAL OF

TRANSMITTAL

FIO GA DA CR DA/CR DA/GA

ITEM

NO.

(See

Note 3)

USACE

ACTION

CODE

(Note 9)

SUBMITTAL

TYPE CODE

(See Note 8)

NO.

OF

COPIES

SPEC.

PARA. NO.

DRAWING

SHEET NO.

CONTRACTOR

REVIEW

CODE

VARIATION

Enter "Y" if requesting a variation

(See Note 6)

DESCRIPTION OF SUBMITTAL ITEM

(Type size, model number/etc.)

a. i.c. d. e. f. g. h.b.

CONTRACT DOCUMENT

REFERENCE

REMARKS

SECTION II - APPROVAL ACTION

I certify that the above submitted items had been reviewed in detail and are correct and in strict conformance with the contract drawings and specifications except as otherwise stated.

NAME OF CONTRACTOR SIGNATURE OF CONTRACTOR

NAME AND TITLE OF APPROVING AUTHORITY SIGNATURE OF APPROVING AUTHORITY DATEENCLOSURES RETURNED (List by item No.)

ENG FORM 4025, MAY 2017 Page 2 of 2

INSTRUCTIONS

1. Section I will be initiated by the Contractor in the required number of copies.

2. Each Transmittal shall be numbered consecutively. The Transmittal Number typically includes two parts separated by a dash (-). The first part is the specification section number. The second part is a sequential number for the submittals under that spec section. If the Transmittal is a resubmittal, then add a decimal point to the end of the original Transmittal Number and begin numbering the resubmittal packages sequentially after the decimal.

3. The "Item No." for each entry on this form will be the same "Item No." as indicated on ENG FORM 4288-R.

4. Submittals requiring expeditious handling will be submitted on a separate ENG Form 4025-R.

5. Items transmitted on each transmittal form will be from the same specification section. Do not combine submittal information from different specification sections in a single transmittal.

6. If the data submitted are intentionally in variance with the contract requirements, indicate a variation in column h, and enter a statement in the Remarks block describing he detailed reason for the variation.

7. ENG Form 4025-R is self-transmitting - a letter of transmittal is not required.

8. When submittal items are transmitted, indicate the "Submittal Type" (SD-01 through SD-11) in column c of Section I.

Submittal types are the following:

SD-01 - Preconstruction SD-02 - Shop Drawings SD-03 - Product Data SD-04 - Samples SD-05 - Design Data SD-06 - Test Reports

SD-07 - Certificates SD-08 - Manufacturer's Instructions SD-09 - Manufacturer's Field Reports SD-10 - O&M Data SD-11 - Closeout

9. For each submittal item, the Contractor will assign Submittal Action Codes in column g of Section I. The U.S. Army Corps of Engineers approving authority will assign Submittal

Action Codes in column i of Section I. The Submittal Action Codes are:

A -- Approved as submitted.

B -- Approved, except as noted on drawings. Resubmission not required.

C -- Approved, except as noted on drawings. Refer to attached comments.

Resubmission required.

D -- Will be returned by separate correspondence.

E -- Disapproved. Refer to attached comments.

10. Approval of items does not relieve the contractor from complying with all the requirements of the contract.

F -- Receipt acknowledged.

X -- Receipt acknowledged, does not comply with contract requirements, as noted.

G -- Other action required (Specify)

K -- Government concurs with intermediate design. (For D-B contracts)

R -- Design submittal is acceptable for release for construction. (For D-B contracts)

SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 REGULATORY REQUIREMENTS

1.4 ABBREVIATED ACCIDENT PREVENTION PLAN (APP)

1.4.1 EM 385-1-1 Contents

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 CONSTRUCTION AND OTHER WORK

SECTION 01 35 26 Page 1

SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

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

AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

ASSE/SAFE A10.34 (2001; R 2012) Protection of the Public on or Adjacent to Construction Sites

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 (2013; Errata 2015) Standard for Safeguarding Construction, Alteration, and Demolition Operations

NFPA 70 (2017; ERTA 1-2 2017; TIA 17-1; TIA 17-2;

TIA 17-3; TIA 17-4; TIA 17-5; TIA 17-6;

TIA 17-7; TIA 17-8; TIA 17-9; TIA 17-10;

TIA 17-11; TIA 17-12; TIA 17-13; TIA

17-14) National Electrical Code

NFPA 70E (2018; TIA 18-1; TIA 81-2) Standard for Electrical Safety in the Workplace

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.2 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. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Accident Prevention Plan (APP); G

1.3 REGULATORY REQUIREMENTS

In addition to the detailed requirements included in the provisions of this contract, comply with the most recent edition of USACE EM 385-1-1, and federal, state, and local laws, ordinances, criteria, rules and regulations. Submit matters of interpretation of standards to the appropriate administrative agency for resolution before starting work.

SECTION 01 35 26 Page 2

Where the requirements of this specification, applicable laws, criteria, ordinances, regulations, and referenced documents vary, the most stringent requirements govern.

1.4 ABBREVIATED ACCIDENT PREVENTION PLAN (APP)

Prepare an Abbreviated APP in accordance with the format and requirements of EM 385-1-1, Appendix A, and as supplemented herein. Cover all paragraph and subparagraph elements in EM 385-1-1, Appendix A.

Work cannot proceed without an accepted APP. Once reviewed and accepted by the Contracting Officer, the APP and attachments will be enforced as part of the contract. Disregarding the provisions of this contract or the accepted APP is cause for stopping of work, at the discretion of the Contracting Officer, until the matter has been rectified. Continuously review and amend the APP, as necessary, throughout the life of the contract. Changes to the accepted APP must be made with the knowledge and concurrence of the Contracting Officer, project superintendent, SSHO and Quality Control Manager. Incorporate unusual or high-hazard activities not identified in the original APP as they are discovered. Should any severe hazard exposure (i.e. imminent danger) become evident, stop work in the area, secure the area, and develop a plan to remove the exposure and control the hazard. Notify the Contracting Officer within 24 hours of discovery. Eliminate and remove the hazard. In the interim, take all necessary action to restore and maintain safe working conditions in order to safeguard onsite personnel, visitors, the public (as defined by ASSE/SAFE A10.34), and the environment.

1.4.1 EM 385-1-1 Contents

In addition to the requirements outlined in Appendix A of USACE EM 385-1-1, the following is required:

a. Crane critical lift plan. Prepare and sign weight handling critical lift plans for lifts over 75 percent of the capacity of the crane or hoist (or lifts over 50 percent of the capacity of a barge mounted mobile crane's hoists) at any radius of lift; lifts involving more than one crane or hoist; lifts of personnel; and lifts involving non-routine rigging or operation, sensitive equipment, or unusual safety risks.

The plan shall be submitted 15 calendar days prior to on-site work and include the requirements of USACE EM 385-1-1, Section 16.H and the following:

(1) For lifts of personnel, the plan shall demonstrate compliance with the requirements of 29 CFR 1926.550(g).

(2) For barge mounted mobile cranes, barge stability calculations identifying barge list and trim based on anticipated loading; and load charts based on calculated list and trim. The amount of list and trim shall be within the crane manufacturer's requirements.

b. Site Safety and Health Plan. The safety and health aspects prepared in accordance with this Section.

PART 2 PRODUCTS

Not used.

SECTION 01 35 26 Page 3

PART 3 EXECUTION

3.1 CONSTRUCTION AND OTHER WORK

Comply with EM 385-1-1, NFPA 70, NFPA 70E, NFPA 241, the APP, the AHA, Federal and State OSHA regulations, and other related submittals and activity fire and safety regulations. The most stringent standard prevails.

PPE is governed in all areas by the nature of the work the employee is performing. Use personal hearing protection at all times in designated noise hazardous areas or when performing noise hazardous tasks. Safety glasses must be worn or carried/available on each person. Mandatory PPE includes:

a. Hard Hat

b. Long Pants

c. Appropriate Safety Shoes

d. Appropriate Class Reflective Vests

SECTION 01 35 26 Page 4

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

The work of this section is not measured for payment. The Contractor is responsible for the work of this section, without any direct compensation other than the payment received for contract 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). The Contractor accesses the system using the Contractor Mode of RMS, referred to as RMS CM, to record, maintain, and submit various information throughout the contract period. 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. RMS provides the means for the Contractor to input, track, and electronically share information with the Government 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.

SECTION 01 45 00.15 10 Page 2

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 Contract Clause; Contract Clause, 52.232-27 "Prompt Payment for Construction Contracts"; Contract Clause, 52.232-5 "Payments Under Fixed-Priced Construction Contracts"; Section 01 33 00 SUBMITTAL PROCEDURES; Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS; and Section 01 45 04.00 13

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 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 minimum system configuration required to run the Contractor Mode RMS features.

Minimum RMS System Requirements

Hardware

Windows-based PC 1.5 GHz 2 core or higher processor

RAM 8 GB

Hard drive disk 200 GB space for sole use by the 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 4 Mbs per user

Software

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

Word Processing software Viewer for MS Word 2013, MS Excel 2013, or newer

SECTION 01 45 00.15 10 Page 3

Minimum RMS System Requirements

Microsoft.NET Framework Coordinate with Government QA Representative for free version required

E-mail MAPI compatible

Virus protection software Regularly upgraded with all issued manufacturer's updates and is able to detect most zero day viruses.

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 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 7 calendar days of receiving access to the contract in RMS or within 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

SECTION 01 45 00.15 10 Page 4

"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.

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 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

SECTION 01 45 00.15 10 Page 5 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.

1.7.3.2 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, Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS 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 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. Use RMS to group electronic submittal documents into transmittal packages to send to the Government. Some submittals cannot be imported into RMS. These submittals may include very large electronic files, samples, spare parts, mock ups, color boards, or where hard copies are specifically required. Track transmittals and update the submittal

SECTION 01 45 00.15 10 Page 6 register in RMS on a daily basis throughout the duration of the contract.

1.7.5 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.

1.7.6 Closeout

Closeout documents, processes and forms are managed and tracked in RMS by both the Contractor and the Government. The Contractor is responsible to 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 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 01 45 04.00 13

CONTRACTOR QUALITY CONTROL

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 QUALITY CONTROL ORGANIZATION

1.3.1 Personnel Requirements

1.3.2 CQC System Manager

1.3.3 Additional Requirement

1.3.4 Organizational Changes

1.4 PAYMENT

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 CONTRACTOR QUALITY CONTROL (CQC) PLAN

3.2.1 General

3.2.2 Content of the CQC Plan

3.2.3 Acceptance of Plan

3.2.4 Notification of Changes

3.3 COORDINATION MEETING

3.4 SUBMITTALS AND DELIVERABLES

3.5 CONTROL

3.5.1 Preparatory Phase

3.5.2 Initial Phase

3.5.3 Follow-up Phase

3.5.4 Additional Preparatory and Initial Phases

3.6 TESTS

3.6.1 Testing Procedure

3.6.2 Testing Laboratories

3.6.2.1 Capability Check

3.6.2.2 Capability Recheck

3.6.3 Onsite Laboratory

3.6.4 Furnishing or Transportation of Samples for Testing

3.7 COMPLETION INSPECTION

3.7.1 Punch-Out Inspection

3.7.2 Pre-Final Inspection

3.7.3 Final Acceptance Inspection

3.8 DOCUMENTATION

3.9 NOTIFICATION OF NONCOMPLIANCE

SECTION 01 45 04.00 13 Page 1

SECTION 01 45 04.00 13

CONTRACTOR QUALITY CONTROL

PART 1 GENERAL

1.1 REFERENCES

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

ASTM INTERNATIONAL (ASTM)

ASTM D 3740 (2012a) Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction

ASTM E 329 (2014a) Standard Specification for Agencies Engaged in the Testing and/or Inspection of Materials Used in Construction

1.2 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:

DUE TO TIME CONSTRAINTS, A FORMAL CONTRACTOR QUALITY CONTROL SUBMITTAL IS

NOT REQUIRED. THE CONTRACTOR IS EXPECTED TO BE FAMILIAR AND FOLLOW THE

NORMAL CONTRACTOR QUALITY CONTROL PLAN REQUIREMENTS THAT ARE OUTLINED IN

THIS SECTION. PROVIDE CONTACT INFORMATION TO THE COR FOR ALL CQC PERSONNEL

AND THEIR RESPONSIBILITIES PRIOR TO COMMENCING WORK.

SD-01 Preconstruction Submittals

CONTRACTOR QUALITY CONTROL (CQC) PLAN; G

1.3 QUALITY CONTROL ORGANIZATION

1.3.1 Personnel Requirements

The requirements for the CQC organization are a CQC System Manager and alternate(s) and sufficient number of additional qualified personnel to ensure safety and contract compliance. The Safety and Health Manager shall receive direction and authority from the CQC System Manager and shall serve as a member of the CQC staff. The Contractor's CQC staff shall maintain a presence at the site at all times during progress of the work and have complete authority and responsibility to take any action necessary to ensure contract compliance. The CQC staff shall be subject to acceptance

SECTION 01 45 04.00 13 Page 2 by the Contracting Officer. The Contractor shall provide adequate office space, filing systems and other resources as necessary to maintain an effective and fully functional CQC organization. Complete records of all letters, material submittals, shop drawing submittals, schedules and all other project documentation shall be maintained at the site at all times, except as otherwise acceptable to the Contracting Officer.

1.3.2 CQC System Manager

T…