Specifications - W912EQ-21-B-0006.pdf

St. Francis River Blockage Below Hwy 412 BB412

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.00 11 SUMMARY OF WORK

01 22 00.00 11 MEASUREMENT AND PAYMENT

01 33 00 SUBMITTAL PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

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

01 45 04.00 11 CONTRACTOR QUALITY CONTROL

01 57 20.00 11 ENVIRONMENTAL PROTECTION

01 57 25.00 11 STORM WATER POLLUTION PREVENTION PLAN

01 58 01.00 11 PROJECT SIGN, BARRICADES, AND TRAFFIC CONTROL SIGNS

DIVISION 31 - EARTHWORK

31 11 00.00 11 CLEARING

31 23 00.00 11 CHANNEL CLEANOUT EXCAVATION

31 24 00.00 12 EMBANKMENT

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 92 32.01 11 ESTABLISHMENT OF TURF

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

READY TO ADVERTISE

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.00 11

SUMMARY OF WORK

1/10/08

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.2 Location

1.2 EXISTING WORK

1.3 LOCATION OF UNDERGROUND FACILITIES

1.4 UAI SUBPART 22.13 - EQUAL OPPORTUNITY FOR VETERANS (NOV 2014)

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 11 00.00 11 Page 1

SECTION 01 11 00.00 11

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work consists of clearing and snagging; removing woody debris; and excavation of sediment from approximately 5,000 LF of the St. Francis River channel southwest of Cardwell, Mo. No access by ground is feasible; project access is limited to boat or floating plant. The estimated value of the work is between $1,000,000 and $5,000,000.

1.1.2 Location

The work shall be located on the St. Francis River five miles SW of Cardwell, Mo, approximately as indicated. The exact location will be indicated on the contract drawings. The Contracting Officer's Representative will be available to show the exact location of the work at the two organized site visits.

1.2 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.3 LOCATION OF UNDERGROUND FACILITIES

Verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated to be installed or removed, but indicated or discovered during work to be conducted or installed. For further instructions and details, see the paragraph entitled, "OBSTRUCTIONS" in Section 00 80 00.00 11 SPECIAL CONTRACT REQUIREMENTS.

SECTION 01 11 00.00 11 Page 2

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 11

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 LUMP SUM PAYMENT ITEMS

1.1.1 Mobilization and Demobilization - Item No. 0001

1.1.2 Environmental Protection - Item No. 0002

1.1.3 Signage - Item No. 0003

1.1.4 Boat Ramp and Levee Road Maintenance - Item No. 0004

1.1.5 Amend and Maintain Stormwater Pollution Prevention Plan - Item

No. 0005A

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 Storm Water Pollution Prevention

1.2.1.1 Silt Fence - Item No. 0005B

1.2.2 Clearing, Snagging, and Woody Debris Removal - Item No. 0006

1.2.3 Channel Excavation - Item No. 0007

1.2.4 Establishment of Turf - Item No. 0008

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 22 00.00 11 Page 1

SECTION 01 22 00.00 11

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 LUMP SUM PAYMENT ITEMS

Payment items for the work of this contract for which contract lump sum payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular lump sum or unit price payment item, shall be included in the listed lump sum item most closely associated with the work involved. The lump sum price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.1.1 Mobilization and Demobilization - Item No. 0001

a. Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in Contract Clauses PAYMENT FOR MOBILIZATION

AND DEMOBILIZATION.

b. Unit of measure, Job: JA

1.1.2 Environmental Protection - Item No. 0002

a. Measurement

No measurement will be made for Environmental Protection.

b. Payment

Payment will be made for costs associated with operations necessary for environmental protection as specified in Section 01 57 20.00 11 ENVIRONMENTAL PROTECTION. This price and payment shall be considered full compensation for furnishing all plant, labor, materials, and equipment and for performing all operations necessary for "Environmental Protection." This price and payment does not include those items covered under "Storm Water Pollution Prevention;" however, it does include items incidental thereto. The Contractor shall be responsible for payment of fees associated with environmental permits, application, and/or notices obtained by the Contractor. The Contractor shall be responsible for payment of all fines/fees arriving from violation or non-compliance with Federal, State, Regional, and local laws or regulations. The Government will not provide any compensation for payments of fines/fees, in the event that fines/fees are incurred by the Contractor.

c. Unit of measure, Job: JA

SECTION 01 22 00.00 11 Page 2

1.1.3 Signage - Item No. 0003

a. Measurement

No measurement will be made for Signage.

b. Payment Payment will be made for all costs associated with furnishing signage as described in Section 01 58 01.00 11 - PROJECT SIGNS,BARRICADES, AND

TRAFFIC CONTROL.

c.Unit of measure, Job: JA

1.1.4 Boat Ramp and Levee Road Maintenance - Item No. 0004

a. Measurement

No measurement will be made for Boat Ramp and Levee Road Maintenance.

b. Payment Payment will be made for all costs associated with furnishing all plant, labor, materials, and equipment for Boat Ramp and Levee Road Maintenance. Price and payment shall constitute full compensation for improving the boat ramp and levee road as indicated to maintain stability and trafficability; maintenance of the ramp and levee road during construction; and restoring the ramp and levee road back to pre-construction conditions at the end of the project.

c.Unit of measure, Job: JA

1.1.5 Amend and Maintain Stormwater Pollution Prevention Plan - Item No.

0005A

a. Measurement

No measurement will be made for Amend and Maintain Stormwater Pollution Prevention Plan.

b. Payment

Payment for Amend and Maintain Stormwater Pollution Prevention Plan (SWPPP) will be made at the job price for "Amend and Maintain Stormwater Pollution Prevention Plan", as broken down by the percentages listed under Stormwater Pollution Prevention below. Price and payment shall constitute full compensation for initial amending and continuous updating of the SWPPP and all other operations incidental thereto for the duration of the construction activity, and filing the notice of termination upon reaching final stabilization of the site.

c. Unit of measure, Job: JA

1.2 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract progress payments will be based are listed in Section 00 41 00.00 11 - BIDDING SCHEDULE and are described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor

SECTION 01 22 00.00 11 Page 3 quality control, environmental protection, meeting safety requirements, tests, and reports, and for performing all work required for each of the unit price items.

Payment items for the work of this contract for which unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, meeting safety requirements, tests and reports, and for performing all related work required for which separate payment is not otherwise provided.

1.2.1 Storm Water Pollution Prevention

No separate measurement or payment will be made for the work "Storm Water Pollution Prevention" required by Section 01 57 25.00 11 STORM WATER POLLUTION PREVENTION PLAN (SWPPP) except as described in the paragraphs SILT FENCE, below. Any additional costs associated with Storm Water Pollution Prevention, other than these listed, shall be included in the contract price under Environmental Protection. The Government will pay all costs for the "Storm Water Pollution Prevention" at the contract unit price for each sub-item list below as follows:

(1) Sixty percent of the unit price upon completion of the installation.

(2) The remaining 40 percent throughout the contract life, with a maximum of 20 percent being retained until final removal and cleanup of the premises.

The Contracting Officer will require the Contractor to furnish cost data to calculate the exact percentage to be paid upon installation.

1.2.1.1 Silt Fence - Item No. 0005B

a. Measurement

Measurement for Silt Fences satisfactorily placed will be made by the linear foot.

b. Payment

Payment for Silt Fences as specified herein will be made at the contract unit price per linear foot for "Silt Fences" as broken down by the percentages in the "sub-item list" above. Price and payment shall constitute full compensation for furnishing all plant, labor, materials and equipment, including geotextile fabric, and performing all operations necessary for the placement and maintenance of Silt Fences throughout the contract period, including final dressing and cleanup.

c. Unit of measure, Linear Foot: LF.

1.2.2 Clearing, Snagging, and Woody Debris Removal - Item No. 0006

a. Measurement

Measurement for satisfactory Clearing, Snagging, and Woody Debris Removal for construction as specified in 31 11 00.00 11 - CLEARING will be made by the hundred linear foot (HL). No reduction of the contract

SECTION 01 22 00.00 11 Page 4 quantity will be made for locations within the specified areas to be cleared which require no clearing or which are partly cleared. No allowance will be made for clearing outside of the limits indicated in the drawings. Additional clearing required for construction operations shall be considered incidental.

b. Payment

Payment for Clearing, Snagging, and Woody Debris Removal, measured as prescribed above, will be made at the applicable contract unit price per hundred linear foot for "Clearing, Snagging, and Woody Debris Removal". Price and payment shall constitute full compensation for furnishing all plant, labor, materials, equipment, and for performing all operations necessary for Clearing, Snagging, and Woody Debris Removal as specified in 31 11 00.00 11 - CLEARING within the limits indicated in the drawings, including removing, handling, processing, and disposing of all woody debris in the channel as indicated. No additional payment shall be made for incidental clearing required for construction operations or clearing outside of the limits indicated in the drawings.

c. Unit of measure, hundred linear foot: HL

1.2.3 Channel Excavation - Item No. 0007

a. Measurement

"Channel Excavation" will be measured for payment by use of volumes computed by the average end area method. The basis of measurement will be a cross section survey of the area after clearing and prior to excavation and a second cross section survey of the same area after the completion of the excavation. Surveys will be as specified in Section 00 80 00.00 11, Paragraph 1.6 "Layout of Work", subparagraph d.

"Quantity Surveys". The quantity of excavation to be paid for will be computed between the before construction survey ground surface, and the theoretical grades and slope lines shown on the contract drawings. No allowance or payment will be made for over-depth excavation, or for the removal of any material outside the required theoretical sections unless required by the Contracting Officer. Slides caused by fault of the Contractor or excavation performed for the convenience of the Contractor shall not be measured for payment.

b. Payment

Payment for excavation will be made at the contract unit price for "Channel Excavation", which price includes all excavation of materials of whatever nature encountered necessary to enlarge the channel sections to the lines shown for excavation in the Contract Drawings.

Payment will include all equipment and labor necessary for excavation;

removal of excavated material to achieve the lines and grades indicated; any transport, transfer, processing, or handling of materials; temporary storage of materials; disposal of spoil as indicated in the drawings and as described herein; and all other incidental operations required to complete the work as specified in Section 31 23 00.00 11 - CHANNEL CLEANOUT EXCAVATION.

c. Unit of measure, cubic yard: CY

SECTION 01 22 00.00 11 Page 5

1.2.4 Establishment of Turf - Item No. 0008

a. Measurement

Measurement for Establishment of Turf shall be by the acre, measured along the slopes of the areas turfed within the Disposal Limits and computed to the nearest 1/10 of an acre for the satisfactorily completed and accepted work.

b. Payment

Payment for Establishment of Turf will be made at the contract unit price per acre for "Establishment of Turf"; which price and payment shall constitute full compensation for furnishing all plant, labor, equipment, materials, and performing all operations necessary for Seeding as specified in SECTION 32 92 32.01 11 ESTABLISHMENT OF TURF. No payment for Establishment of Turf will be made until acceptance by the Contracting Officer or his/her representative.

c. Unit of measure, Acre: AC

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

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SECTION 01 22 00.00 11 Page 6

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal

1.1.2 Submittal Descriptions (SD)

1.1.3 Approving Authority

1.1.4 Work

1.2 SUBMITTALS

1.3 SUBMITTAL REGISTER

1.4 CONTRACTOR USE OF SUBMITTAL REGISTER

1.5 APPROVING AUTHORITY USE OF SUBMITTAL REGISTER

1.6 COPIES DELIVERED TO THE GOVERNMENT

1.7 PROCEDURES FOR SUBMITTALS

1.7.1 Reviewing, Certifying, Approving Authority

1.7.2 Constraints

1.7.3 Scheduling

1.7.4 Variations

1.8 CONTRACTOR'S RESPONSIBILITIES

1.9 FORMAT OF SUBMITTALS

1.9.1 Transmittal Sheet

1.9.2 Identifying Submittals

1.10 SUBMISSION AND CONTROL OF SUBMITTALS

1.10.1 Submittals Required from the Contractor

1.10.1.1 Submittal Procedures and Deviations

1.10.1.2 Control of Submittals

1.10.1.3 O&M Data

1.11 SUBMITTAL CLASSIFICATION

1.11.1 Government Approved

1.11.2 Information Only

1.12 APPROVED SUBMITTALS

1.13 DISAPPROVED SUBMITTALS

1.14 GENERAL

1.15 SUBMITTAL REGISTER

1.16 SCHEDULING

1.17 TRANSMITTAL SHEET (ENG FORM 4025)

1.18 GOVERNMENT APPROVED SUBMITTALS

1.19 INFORMATION ONLY SUBMITTALS

1.20 STAMPS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

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SECTION 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal

Contract Clauses "FAR 52.236-5, Material and Workmanship," paragraph (b) and "FAR 52.236-21, Specifications and Drawings for Construction," paragraphs (d), (e), and (f) apply to all "submittals."

1.1.2 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by SD numbers and titles as follows.

SD-01 Preconstruction Submittals

Certificates of Insurance.

Surety Bonds.

Construction Progress Schedule.

Work Plan.

Submittal Register.

Schedule of Prices.

Accident Prevention Program.

Quality Control Plan.

Environmental Protection Plan.

List of Proposed Subcontractors.

List of Proposed Products.

List of Barges.

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials or equipment for some portion of the work.

SECTION 01 33 00 Page 3

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

Calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accordance with specified requirements. (Testing must have been within three years of date of contract award for the project.)

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports.

Daily checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a supplier, installer or subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

SECTION 01 33 00 Page 4

Text of posted operating instructions.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

1.1.3 Approving Authority

Approving authority rests with the Contracting Officer and his/her Authorized Representative(s). Approval actions and correspondence with the Contractor shall be made through the Caruthersville Area Office.

1.1.4 Work

As used in this section, on-site and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only or as otherwise designated. 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

Submittal register.; G

1.3 SUBMITTAL REGISTER

Submit the submittal register at least seven days prior to the prework conference. Verify that all submittals required for the project are listed and add any missing submittals. Complete the following on the register:

Column (g) Contractor Submit Date: Scheduled date for approving authority to receive submittals.

Column (h) Contractor Approval Date: Date Contractor needs approval of submittal.

1.4 CONTRACTOR USE OF SUBMITTAL REGISTER

Update the following fields.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (j) Action Code (k): Date of action used to record Contractor's review when forwarding submittals to Area Engineer.

Column (l) List date of submittal transmission.

Column (q) List date approval received.

SECTION 01 33 00 Page 5

1.5 APPROVING AUTHORITY USE OF SUBMITTAL REGISTER

Update the following fields.

Column (b).

Column (l) List date of submittal receipt.

Column (m) through (p).

Column (q) List date returned to Contractor.

1.6 COPIES DELIVERED TO THE GOVERNMENT

Deliver one copy of submittal register updated by Contractor to Government with each invoice request.

1.7 PROCEDURES FOR SUBMITTALS

1.7.1 Reviewing, Certifying, Approving Authority

The Contractor Quality Control (CQC) organization shall be responsible for reviewing and certifying that submittals are in compliance with contract requirements. Approving authority on submittals ultimately rests with the Contracting Officer, and his/her Authorized Representative(s). Approval of all submittals will be made through the Caruthersville Area Office.

1.7.2 Constraints

a. Submittals listed or specified in this contract shall conform to provisions of this section, unless explicitly stated otherwise.

b. Submittals shall be complete for each definable feature of work;

components of definable feature interrelated as a system shall be submitted at same time.

c. When acceptability of a submittal is dependent on conditions, items, or materials included in separate subsequent submittals, submittal will be returned without review.

d. Approval of a separate material, product, or component does not imply approval of assembly in which item functions.

1.7.3 Scheduling

a. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential requirements to resubmit.

b. Except as specified otherwise, allow review period, beginning with receipt by approving authority, that includes at least 15 working days for submittals for Contracting Officer's Authorized Representative approval and 20 working days for submittals for Contracting Officer approval. Period of review for submittals with Contracting Officer approval begins when Government receives submittal from CQC organization. Period of review for each resubmittal is the same as for initial submittal.

SECTION 01 33 00 Page 6

1.7.4 Variations

Variations from contract requirements require Government approval pursuant to contract Clause entitled "FAR 52.236-21, Specifications and Drawings for Construction" and will be considered where advantageous to Government.

Discussion with Caruthersville Area Office prior to submission, will help ensure functional and quality requirements are met and minimize rejections and resubmittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP).

1.8 CONTRACTOR'S RESPONSIBILITIES

a. Determine and verify field measurements, materials, field construction criteria; review each submittal; and check and coordinate each submittal with requirements of the work and contract documents.

b. Transmit submittals to the Government in accordance with the approved Submittal Register. To prevent delays in the work, delays to Government, or delays to separate Contractors transmit submittals using ENG FORM 4025 (Transmittal Sheet).

c. Stamp submittal data to certify that the submittal meets contract requirements.

d. Advise Contracting Officer of variation, as required by paragraph entitled "Variations."

e. Correct and resubmit submittal as directed by approving authority. When resubmitting disapproved transmittals or transmittals noted for resubmittal, the Contractor shall provide copy of that previously submitted transmittal including all reviewer comments for use by approving authority. Direct specific attention in writing or on resubmitted submittal, to revisions not requested by approving authority on previous submissions.

f. Furnish additional copies of submittal when requested by Contracting Officer, to a limit of 20 copies per submittal.

g. Complete work which must be accomplished as basis of a submittal in time to allow submittal to occur as scheduled.

h. Ensure no work has begun until submittals for that work have been returned as "Approved as submitted" or "Approved, except as noted...", except the portions of said work that the contractor can complete that does not require submittal approval.

1.9 FORMAT OF SUBMITTALS

1.9.1 Transmittal Sheet

Transmit each submittal, except sample installations and sample panels, to office of approving authority. Transmit submittals on ENG FORM 4025 (Transmittal Sheet) located at the following website:

http://www.mvm.usace.army.mil/BusinessWithUs/Contracting/Forms.aspx. The transmittal sheet shall identify Contractor, indicate date of submittal, and include information prescribed by transmittal sheet and required in

SECTION 01 33 00 Page 7 paragraph entitled "Identifying Submittals." Process transmittal sheets to record actions regarding sample panels and sample installations.

1.9.2 Identifying Submittals

Identify submittals, except sample panel and sample installation, with the following information permanently adhered to or noted on each separate component of each submittal and noted on transmittal sheet. Mark each copy of each submittal identically, with the following:

a. Project title and location.

b. Construction contract number.

c. Section number of the specification section by which submittal is required.

d. Submittal description (SD) number of each component of submittal.

e. When a resubmission, add alphabetic suffix on submittal description, for example, SD-10A, to indicate resubmission.

f. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other second tier Contractor associated with submittal.

g. Product identification and location in project.

1.10 SUBMISSION AND CONTROL OF SUBMITTALS

1.10.1 Submittals Required from the Contractor

Within 15 calendar days after receipt of notice to proceed, the Contractor shall complete and submit to Mr. DAIMON M. MCNEW, Area Engineer, Caruthersville Area Office, 706 Harry S. Truman Blvd., Caruthersville, Missouri 63830-1268 submittals required in the technical sections of this specification, including shop drawings, product data and samples.

1.10.1.1 Submittal Procedures and Deviations

Electronic submittals will use the process described in 01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM).The Government will further discuss detailed submittal procedures with the Contractor at the Preconstruction Conference. 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.

1.10.1.2 Control of Submittals

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

1.10.1.3 O&M Data

Contracting Officer will review and approve the O&M Data to verify the

SECTION 01 33 00 Page 8 submittals comply with the contract requirements; submit data specified for a given item within 30 calendar days after the item is delivered to the contract site. In the event the Contractor fails to deliver O&M Data within the time limits specified, the Contracting Officer may withhold from progress payments up to 10 percent of the price of the item with which such O&M Data are applicable.

1.11 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.11.1 Government Approved

Government 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 entitled "Specifications and Drawings for Construction," they are considered to be "shop drawings."

1.11.2 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.

1.12 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 CQC requirements of this contract is responsible for design, dimensions, all design extensions, such as the design of adequate connections and details, etc., 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.

1.13 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.

1.14 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 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;

SECTION 01 33 00 Page 9 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 of in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

1.15 SUBMITTAL REGISTER

At the end of this section is a 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 Government will provide the initial submittal register in electronic format. Thereafter, the Contractor shall maintain a complete list of all submittals, including completion of all data columns. Dates on which submittals are received and returned by the Government will be tracked. The Contractor shall monitor the progress of all submittals.

1.16 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. Adequate time (a minimum of 21 calendar days exclusive of mailing time) shall be allowed and shown on the register for review and approval. No delay damages or time extensions will be allowed for time lost in late submittals.

1.17 TRANSMITTAL SHEET (ENG FORM 4025)

A sample transmittal sheet (ENG Form 4025), which can be found at http://www.mvm.usace.army.mil/BusinessWithUs/Contracting/Forms.aspx shall be used for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form. Additionally, these forms are included in the QCS software that is available for Contractor use. The transmittal sheet 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 specification paragraph and/or sheet number of the contract drawings pertinent to the data submitted for each item.

1.18 GOVERNMENT APPROVED SUBMITTALS

Upon completion of review of submittals requiring Government approval, the submittals will be identified as having received approval by being so stamped and dated. Three copies of the submittal will be retained by the Contracting Officer and three copies of the submittal will be returned to the Contractor.

1.19 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

SECTION 01 33 00 Page 10

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.

1.20 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 11

| CONTRACTOR |

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

| SIGNATURE: __________________________________________________________ |

| TITLE: ______________________________________________________________ |

| DATE: _______________________________________________________________ |

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

SECTION 01 33 00 Page 12

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

St. Francis River Blockage Below Hwy 412

00 70 00.00 11 SD-07 Certificates

1.6 GCertificate or Written Evidence of

Insurance

1.11 GField Notes and All Other

Records Relating to the Survey 00 80 00.00 11 SD-01 Preconstruction Submittals

1.8 GActivity Hazard Analysis

1.8 GAccident Prevention Program

1.8 GHazard Communication Program

1.25 GList of all Personnel, Vehicles

and Equipment SD-02 Shop Drawings

1.11Shop Drawings SD-03 Product Data

1.8Material Safety Data Sheets of Each Substance

SD-05 Design Data G EC-DPre-Construction Surveys;

1.6 G EC-DPost-Construction Surveys;

1.6 G EC-DPost-Construction Surveys;

SD-11 Closeout Submittals

1.12 GFinal As-Built Drawings

1.8Findings of the Accident

Investigation 01 45 04.00 11 SD-01 Preconstruction Submittals

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

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

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

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

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

01 45 04.00 11 3.2 GContractor Quality Control (CQC) Plan

01 57 20.00 11 SD-01 Preconstruction Submittals

1.6 G CAOEnvironmental Protection Plan

01 57 25.00 11 SD-07 Certificates

3.2.2.1 GMill Certificate or Affidavit

2.14 GStormwater Certificate of

Qualifications 31 11 00.00 11 SD-04 Samples

2.1Tree wound paint 2.2Herbicide

31 23 00.00 11 SD-03 Product Data GEquipment

SD-04 Samples GEquipment

SD-06 Test Reports Tests and Surveys

SD-07 Certificates Agreement between the Contractor and each Landowner

32 92 32.01 11 SD-03 Product Data 2.2.3Fertilizer Invoices 2.2.1Seed Invoices

SD-04 Samples 2.2.4Mulch Material

SD-06 Test Reports

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

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

32 92 32.01 11 2.1.1Certified Fertilizer Quantitative Analysis Report

2.2.2Certified Soil Test Results SD-07 Certificates

2.2.1AMS Seed Act Certification 2.1.3Mulch Supplier Certification 2.1.1Certified Weight Tickets for the

Fertilizer

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

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 42 00

SOURCES FOR REFERENCE PUBLICATIONS

PART 1 GENERAL

1.1 REFERENCES

1.2 ORDERING INFORMATION

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 42 00 Page 1

SECTION 01 42 00

SOURCES FOR REFERENCE PUBLICATIONS

PART 1 GENERAL

1.1 REFERENCES

Various publications are referenced in other sections of the specifications to establish requirements for the work. These references are identified in each section by document number, date and title. The document number used in the citation is the number assigned by the standards producing organization (e.g., ASTM B564 Standard Specification for Nickel Alloy Forgings). However, when the standards producing organization has not assigned a number to a document, an identifying number has been assigned for reference purposes.

1.2 ORDERING INFORMATION

The addresses of the standards publishing organizations whose documents are referenced in other sections of these specifications are listed below, and if the source of the publications is different from the address of the sponsoring organization, that information is also provided.

ASTM INTERNATIONAL (ASTM)

100 Barr Harbor Drive, P.O. Box C700 West Conshohocken, PA 19428-2959 Ph: 610-832-9500 Fax: 610-832-9555 E-mail: service@astm.org Internet: https://www.astm.org/

U.S. ARMY CORPS OF ENGINEERS (USACE)

CRD-C DOCUMENTS available on Internet:

http://www.wbdg.org/ffc/army-coe/standards Order Other Documents from:

Official Publications of the Headquarters, USACE E-mail: hqpublications@usace.army.mil Internet: http://www.publications.usace.army.mil/ or https://www.hnc.usace.army.mil/Missions/Engineering-Directorate/TECHINFO/

U.S. DEPARTMENT OF AGRICULTURE (USDA)

Order AMS Publications from:

AGRICULTURAL MARKETING SERVICE (AMS)

Seed Regulatory and Testing Branch 801 Summit Crossing Place, Suite C Gastonia, NC 28054-2193 Ph: 704-810-8884 E-mail: PA@ams.usda.gov Internet: https://www.ams.usda.gov/ Order Other Publications from:

USDA Rural Development

SECTION 01 42 00 Page 2

Rural Utilities Service STOP 1510, Rm 5135 1400 Independence Avenue SW Washington, DC 20250-1510 Phone: (202) 720-9540 Internet:

https://www.rd.usda.gov/about-rd/agencies/rural-utilities-service

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

8601 Adelphi Road College Park, MD 20740-6001 Ph: 866-272-6272 Internet: https://www.archives.gov/ Order documents from:

Superintendent of Documents U.S. Government Publishing Office (GPO) 732 N. Capitol Street, NW Washington, DC 20401 Ph: 202-512-1800 or 866-512-1800 Bookstore: 202-512-0132 Internet: https://www.gpo.gov/

PART 2 PRODUCTS

Not used

PART 3 EXECUTION

Not used

-- End of Section --

SECTION 01 42 00 Page 3

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

-- 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 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) 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 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 33 00 SUBMITTAL PROCEDURES; EM 385-1-1 Safety and Health Requirements; and Section 01 45 04.00 1

1 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 ( 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 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 4 Mbs 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 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 "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.