A22-MS_RIVER_STONE_MATOC_Specifications.pdf

PROJECT TABLE OF CONTENTS

SPECIFICATIONS

DIVISION 01 - GENERAL REQUIREMENTS

01 22 00.00 11 MEASUREMENT AND PAYMENT

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

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

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 31 26.00 11 STONE FOR STRUCTURES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 11

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUBMITTALS

1.2 JOB PAYMENT ITEMS

1.2.1 Mobilization and Demobilization

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 Graded Stone A (At the Quarry)

1.3.2 Graded Stone C (At the Quarry)

1.3.3 250 LB Riprap Stone (At the Quarry)

1.3.4 Stone Delivery

1.3.5 Stone Placement

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 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

List of Barges; G

1.2 JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job 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 job or unit price payment item, shall be included in the listed job item most closely associated with the work involved. The job 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.

1.2.1 Mobilization and Demobilization

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

1.3 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 00010 - BIDDING SCHEDULE and are described below. The unit price and payment made for each item listed in the task orders shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests, and reports, and for performing all work required for each of the unit price items.

(1) STONE DELIVERED BY BARGE.

SECTION 01 22 00.00 11 Page 2

a. MEASUREMENT. Measurement shall be by displacement.

b. BARGE TABLES. The Contractor shall furnish, not later than 5 calendar days after receipt of notice to proceed on each Task Order, a List of Barges, by name or number, which he anticipates using on the contract/Task Order. Additional barges may be used during the contract/Task Order life, however, every barge must be certified. A delay in payment may occur, if the proposed barge is not already certified. No payment will be made for stone unloaded from uncertified barges until such time as the barge is certified. Certification can be anticipated approximately 4 weeks after submission of the drawings to the Contracting Officer or designated representative.

c. BARGE CERTIFICATION. A barge is considered certified once the barge is listed on the "MISSISSIPPI VALLEY DIVISION (MVD) BARGE DISPLACEMENT TABLES INDEX OF BARGES" with a corresponding MVD Standardized Barge Table. To begin the certification process, the Contractor shall submit official barge construction drawings to the Contracting Officer or designated representative. The drawings shall show, as a minimum, the length, width, and depth of the barge and dimensions of the rake(s) and/or tangent(s). A MVD Standardized Barge Table will be generated, provided to the Contractor, and incorporated into the "MVD BARGE DISPLACEMENT TABLES INDEX OF BARGES" upon certification of the barge. Each MVD Standardized Barge Table will contain the freeboard of the barge in feet and tenths from zero to the full depth of the barge, and the corresponding gross displacement to the nearest ton.

d. DISPLACEMENT GAGING LINES. Each barge shall be suitably marked with two displacement gaging lines on each side of the barge. Each gaging line shall be painted perpendicular to the edge of the barge and be no less than 4 inches wide and 1 foot long on both the deck and side of the barge. Barges with rakes shall have the displacement gage lines placed at each corner of the box section between the rakes. If a barge has a box end or ends, the gaging lines shall be placed approximately four feet from the box end.

e. DISPLACEMENT DETERMINATION. The freeboard will be measured at the 4 gaging locations and the displacement determined by the use of the MVD Standardized Barge Tables from the average of these measurements. The displacement shall be determined before and after the barge is unloaded and the difference between these values shall be the quantity delivered. Prior to displacement measurements being taken on loaded or partially loaded barges, the below deck compartments shall be inspected for an excessive amount of water. If an excessive amount of water exists as determined by the Quality Assurance Representative, the barge must be pumped out before displacement measurements are taken. Prior to a partially loaded barge being moved from one task order location to a different task order location, displacement measurements shall be taken of the partially loaded barge to determine the quantity of product off-loaded at the initial site. Upon arrival of the partially loaded barge at the next site, displacement measurements shall be taken again to account for any lost product.

(2) STONE DELIVERED BY TRUCK. When stone, not handled by barge, is delivered by truck from a quarry or railroad siding, it shall be weighed on approved scales before being placed in the work. The scales shall be located as near the site of work as practicable and shall be tested as often as necessary to ensure accurate weights, as determined by the

SECTION 01 22 00.00 11 Page 3

Contracting Officer. The Contractor shall furnish the scales and shall weigh the stone in the presence of a Government Quality Assurance Representative, who will certify the correctness thereof. Weight certificates furnished by a public weighmaster will be acceptable in lieu of such procedures when authorized by the Contracting Officer.

1.3.1 Graded Stone A (At the Quarry)

a. Measurement for Graded Stone A (At the Quarry) shall be in accordance with the applicable paragraph for STONE DELIVERED BY BARGE OR STONE DELIVERED BY TRUCK in this section.

b. Payment for Graded Stone A (At the Quarry) as specified in this section will be made at the MATOC unit price per ton for Graded Stone A at the quarry.

c. Unit of measure: Ton: TN.

1.3.2 Graded Stone C (At the Quarry)

a. Measurement for Graded Stone C (At the Quarry) shall be in accordance with the applicable paragraph for STONE DELIVERED BY BARGE OR STONE DELIVERED BY TRUCK in this section.

b. Payment for Graded Stone C (At the Quarry) as specified in this section will be made at the MATOC unit price per ton for Graded Stone C at the quarry.

c. Unit of measure: Ton: TN.

1.3.3 250 LB Riprap Stone (At the Quarry)

a. Measurement for 250 LB Riprap Stone (At the Quarry) shall be in accordance with the applicable paragraph for STONE DELIVERED BY BARGE OR STONE DELIVERED BY TRUCK in this section.

b. Payment for 250 LB Riprap Stone (At the Quarry) as specified in this section will be made at the MATOC unit price per ton for 250 LB Riprap Stone at the quarry.

c. Unit of measure: Ton: TN.

1.3.4 Stone Delivery

a. Measurement of the stone delivered to the site will be made in the field in accordance with the applicable paragraph for STONE DELIVERED BY BARGE OR STONE DELIVERED BY TRUCK in this section.

b. Payment for stone delivered to the site will be made at the Task Order unit price per ton for Stone Delivery, which price and payment shall include all costs of loading and delivering stone from the Contractor's rock quarry to the required task order location.

c. Unit of measure: Ton: TN.

1.3.5 Stone Placement

a. Measurement of the stone placement will be made in the field in accordance with the applicable paragraph for STONE DELIVERED BY BARGE

SECTION 01 22 00.00 11 Page 4

OR STONE DELIVERED BY TRUCK in this section.

b. Payment for stone placement will be made at the Task Order unit price per ton for Stone Placement, which price and payment shall include all costs of handling and placing of the required stone to the design grade and section as depicted in the Task Order plans and specifications. This price shall also include items incidental to those above including riverbank preparation to include clearing, grubbing and grading, placement of stone, submittals, quality control, environmental protection, project and safety signs, and distributed proportional overhead and profit. This price and payment includes all items not covered in the payment for Mobilization and Demobilization, Graded Stone A(At the Quarry), Graded Stone C(At the Quarry), 250 LB Riprap Stone(At the Quarry), and Stone Delivery.

c. Unit of measure: Ton: TN.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

SECTION 01 22 00.00 11 Page 5

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

1.7.4.1 Considering Variations

1.7.4.2 Proposing Variations

1.7.4.3 Warranting That Variations Are Compatible

1.7.4.4 Review Schedule Is Modified

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 1.12 1.13 1.14 1.15 1.16 1.17 1.18 1.19 1.20

Information Only

APPROVED SUBMITTALS

DISAPPROVED SUBMITTALS

WITHHOLDING OF PAYMENT

GENERAL

SUBMITTAL REGISTER

SCHEDULING

TRANSMITTAL SHEET (ENG FORM 4025)

GOVERNMENT APPROVED SUBMITTALS

INFORMATION ONLY SUBMITTALS

PART 2 PRODUCTS (Not Used)

SECTION 01 33 00 Page 1

PART 3 EXECUTION (Not Used)

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal

Section 00700, 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 Barges.

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.

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.

SECTION 01 33 00 Page 3

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-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.

Text of posted operating instructions.

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 applicable area office for each Task Order.

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.

SECTION 01 33 00 Page 4

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.

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.

SECTION 01 33 00 Page 5

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 applicable area office for each Task Order.

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.

1.7.4 Variations

Variations from contract requirements require Government approval pursuant to Section 00700, contract Clause entitled "FAR 52.236-21, Specifications and Drawings for Construction" and will be considered where advantageous to Government.

1.7.4.1 Considering Variations

Discussion with applicable 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).

SECTION 01 33 00 Page 6

1.7.4.2 Proposing Variations

When proposing variation, deliver written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government. If lower cost is a benefit, also include an estimate of the cost saving. In addition to documentation required for variation, include the submittals required for the item. Clearly mark the proposed variation in all documentation.

1.7.4.3 Warranting That Variations Are Compatible

When delivering a variation for approval, Contractor warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

1.7.4.4 Review Schedule Is Modified

In addition to normal submittal review period, a period of 15 working days will be allowed for consideration by the Government of submittals with variations.

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 to the extent that a portion of work must be accomplished as basis of submittal.

SECTION 01 33 00 Page 7

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 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 and task order 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 the applicable Area Engineer for each task order (will be identified), the submittals required in the technical sections of this specification, including shop drawings, product data and samples.

SECTION 01 33 00 Page 8

1.10.1.1 Submittal Procedures and Deviations

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 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 50 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 in Section 00700 entitled "Specifications and Drawings for Construction," they are considered to be "shop drawings." Any reference to Government approval by the Contracting Officer (CO) includes the approving authority of the CO, the Administrative Contracting Officer (ACO), or the Contracting Officer's Representative

(COR).

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

SECTION 01 33 00 Page 9 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. 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 "Changes" shall be given promptly to the Contracting Officer.

1.14 WITHHOLDING OF PAYMENT

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

1.15 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;

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.

1.16 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.

1.17 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

SECTION 01 33 00 Page 10 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.

1.18 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 RMS 3.0 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.

1.19 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.

1.20 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.

SECTION 01 33 00 Page 11

PRODUCTS (Not Used)

EXECUTION (Not Used)

PART 2

PART 3

SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 DEFINITIONS

1.4 REGULATORY REQUIREMENTS

1.5 SITE QUALIFICATIONS, DUTIES AND MEETINGS

1.5.1 Personnel Qualifications

1.5.1.1 Site Safety and Health Officer (SSHO)

1.5.1.2 Crane Operators

1.5.2 Personnel Duties

1.5.2.1 Site Safety and Health Officer (SSHO)

1.5.3 Meetings

1.5.3.1 Preconstruction Conference

1.5.3.2 Weekly Safety Meetings

1.6 ACCIDENT PREVENTION PLAN (APP)

1.7 ACTIVITY HAZARD ANALYSIS (AHA)

1.8 DISPLAY OF SAFETY INFORMATION

1.9 SITE SAFETY REFERENCE MATERIALS

1.10 EMERGENCY MEDICAL TREATMENT

1.11 REPORTS

1.11.1 Accident Reports

1.11.2 Accident Notification

1.11.3 Crane Reports

1.11.4 Certificate of Compliance

1.12 SEVERE STORM PLAN

1.13 DRUG PREVENTION PROGRAM

PART 2 PRODUCTS(NOT USED)

PART 3 EXECUTION(NOT USED)

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 2005) Protection of the Public on or Adjacent to Construction Sites

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2008; Errata 1-2010; Changes 1-3 2010;

Changes 4-6 2011; Change 7 2012) Safety and Health Requirements Manual

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

29 CFR 1926 Safety and Health Regulations for 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. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Accident Prevention Plan (APP); G

Activity Hazard Analysis (AHA); G

Proof of qualification for Crane Operators; G

SD-06 Test Reports

Reports

Submit reports as their incidence occurs, in accordance with the requirements of the paragraph entitled, "Reports."

Accident Reports

Crane Reports

SD-07 Certificates

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Certificate of Compliance (Crane)

1.3 DEFINITIONS

a. High Visibility Accident. Any mishap which may generate publicity and/or high visibility.

b. Medical Treatment. Treatment administered by a physician or by registered professional personnel under the standing orders of a physician. Medical treatment does not include first aid treatment even through provided by a physician or registered personnel.

c. Recordable Injuries or Illnesses. Any work-related injury or illness that results in:

(1) Death, regardless of the time between the injury and death, or the length of the illness;

(2) Days away from work (any time lost after day of injury/illness onset);

(3) Restricted work;

(4) Transfer to another job;

(5) Medical treatment beyond first aid;

(6) Loss of consciousness; or

(7) A significant injury or illness diagnosed by a physician or other licensed health care professional, even if it did not result in (1) through (6) above.

d. "USACE" property and equipment specified in USACE EM 385-1-1 should be interpreted as Government property and equipment.

1.4 REGULATORY REQUIREMENTS

In addition to the detailed requirements included in the provisions of this contract, comply with the most recent addition of USACE EM 385-1-1, and all 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.

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

1.5 SITE QUALIFICATIONS, DUTIES AND MEETINGS

1.5.1 Personnel Qualifications

1.5.1.1 Site Safety and Health Officer (SSHO)

The contractor shall provide a Safety oversight team that includes a minimum of one (1) Competent Person at each project site to function as the Safety and Health Officer (SSHO). The SSHO shall be at the work site at all times, unless specified differently in the contract, to perform safety and occupational health management, surveillance, inspections, and safety enforcement for the Contractor, and their training, experience, and

SECTION 01 35 26 Page 3 qualifications shall be as required by EM 385-1-1 paragraph 01.A.17 and all associated sub-paragraphs. A Competent Person shall be provided for all of the hazards identified in the Contractor's Safety and Health Program in accordance with the accepted Accident Prevention Plan, and shall be on-site at all times when the work that presents the hazards associated with their professional expertise is being performed. The credentials of the Competent Persons(s) shall be approved by the Contracting Officer in consultation with the Safety Office. For this project, the SSHO shall meet the following requirements:

Level 4:

a. A minimum of 10 years safety work of a progressive nature with at least 5 years of experience on similar projects.

b. 30-hour OSHA construction safety class or equivalent within the last 5 years.

c. An average of at least 24 hours of formal safety training and health related coursework every 4 years.

The Contractor Quality Control (QC) person can be the SSHO on this project.

1.5.1.2 Crane Operators

Meet the crane operators requirements in USACE EM 385-1-1, Section 16, Part B.03, and Appendix I. In addition, for mobile cranes with Original Equipment Manufacturer (OEM) rated capacitates of 50,000 pounds or greater, designate crane operators as qualified by a source that qualifies crane operators (i.e., union, a government agency, or and organization that tests and qualifies crane operators). Provide proof of current qualification.

1.5.2 Personnel Duties

1.5.2.1 Site Safety and Health Officer (SSHO)

a. Conduct daily safety and health inspections and maintain a written log which includes area/operation inspected, date of inspection, identified hazards, recommended corrective actions, estimated and actual dates of corrections. Attach safety inspection logs to the Contractors' daily quality control report.

b. Conduct mishap investigations and complete required reports. Maintain the OSHA Form 300 and Daily Production reports for prime and sub-contractors.

c. Maintain applicable safety reference material on the job site.

d. Attend the pre-construction conference, pre-work meetings including preparatory inspection meeting, and periodic in-progress meetings.

e. Implement and enforce accepted APPS and AHAs.

f. Maintain a safety and health deficiency tracking system that monitors outstanding deficiencies until resolution. Post a list of unresolved safety and health deficiencies on the safety bulletin board.

g. Ensure sub-contractor compliance with safety and health requirements.

Failure to perform the above duties will result in dismissal of the superintendent, QC Manager, and/or SSHO, and a project work stoppage. The project work stoppage will remain in effect pending approval of a suitable

SECTION 01 35 26 Page 4 replacement.

h. Maintain a list of hazardous chemicals on site and their material safety data sheets.

1.5.3 Meetings

1.5.3.1 Preconstruction Conference

a. Contractor representatives who have a responsibility or significant role in accident prevention on the project shall attend the preconstruction conference. This includes the project superintendent, site safety and health officer, quality control supervisor, or any other assigned safety and health professionals who participated in the development of the APP (including the Activity Hazard Analyses (AHAs) and special plans, program and procedures associated with it).

b. Discuss the details of the submitted APP to include incorporated plans, programs, procedures and a listing of anticipated AHAs that will be developed and implemented during the performance of the contract. This list of proposed AHAs will be reviewed at the conference and an agreement will be reached between the Contractor and the Contracting Officer's representative as to which phases will require an analysis.

In addition, establish a schedule for the preparation, submittal, review, and acceptance of AHAs to preclude project delays.

c. Deficiencies in the submitted APP will be brought to the attention of the Contractor at the preconstruction conference, and the Contractor shall revise the plan to correct deficiencies and re-submit it for acceptance. Do not begin work until there is an accepted APP.

1.5.3.2 Weekly Safety Meetings

Conduct weekly safety meetings at the project site for all employees. The Administrative Contracting Officer will be informed of the meeting in advance and be allowed to attend if desired. Minutes showing contract title, signatures of attendees and a list of topics discussed shall be attached to the Contractors' daily Quality Control report.

1.6 ACCIDENT PREVENTION PLAN (APP)

Use a qualified person to prepare the written site-specific APP. Prepare the APP in accordance with the format and requirements of USACE EM 385-1-1 and as supplemented herein. Cover all paragraph and subparagraph elements in USACE EM 385-1-1, Appendix A, "Minimum Basic Outline for Accident Prevention Plan". Specific requirements for some of the APP elements are described below. The APP shall be job-specific and address any unusual or unique aspects of the project or activity for which it is written. The APP shall interface with the Contractor's overall safety and health program.

Include any portions of the Contractor's overall safety and health program referenced in the APP in the applicable APP element and made site-specific.

The Government considers the Prime Contractor to be the "controlling authority" for all work site safety and health of the subcontractors.

Contractors are responsible for informing their subcontractors of the safety provisions under the terms of the contract and the penalties for noncompliance, coordinating the work to prevent one craft from interfering with or creating hazardous working conditions for other crafts, and inspecting subcontractor operations to ensure that accident prevention responsibilities are being carried out. The APP shall be signed by the

SECTION 01 35 26 Page 5 person and firm (senior person) preparing the APP, the Contractor, the on-site superintendent, the designated site safety and health officer, the Contractor Quality control Manager, and any designated CSP and/or CIH.

Submit the APP to the Administrative Contracting Officer at least seven(7) calendar days prior to the date of the preconstruction conference for acceptance. Work cannot proceed without an accepted APP.

Once accepted by the Administrative Contracting Officer, the APP and attachments will be enforced as part of the contract. Disregarding the provisions of this contract or the accepted APP will be cause for stopping of work, at the discretion of the Administrative Contracting Officer, until the matter has been rectified.

Once work begins, changes to the accepted APP shall be made with the knowledge and concurrence of the Administrative Contracting Officer, project superintendent, SSHO and quality control manager. 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 Administrative Contracting Officer within 24 hours of discovery. Eliminate/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.

Copies of the accepted plan will be maintained at the Area Engineer's office and at the job site. Continuously review and amend the APP, as necessary, throughout the life of the contract. Incorporate unusual or high-hazard activities not identified in the original APP as they are discovered.

1.7 ACTIVITY HAZARD ANALYSIS (AHA)

The Activity Hazard Analysis (AHA) format shall be in accordance with USACE EM 385-1-1, Section 1. Submit the AHA for review at least seven(7) calendar days prior to the start of each phase. Format subsequent AHAs as amendments to the APP. The analysis should be used during daily inspections to ensure the implementation and effectiveness of the activity's safety and health controls.

The AHA list will be reviewed periodically (at least monthly) at the Contractor supervisory safety meeting and updated as necessary when procedures, scheduling, or hazards change.

Develop the activity hazard analyses using the project schedule as the basis for the activities performed. Any activities listed on the project schedule will require an AHA. The AHAs will be developed by the contractor, supplier or subcontractor and provided to the prime contractor for submittal to the Contracting Officer.

1.8 DISPLAY OF SAFETY INFORMATION

Within 15 calendar days after commencement of work, erect a safety bulletin board/safety sign at the job site. Where size, duration, or logistics of project do not facilitate a bulletin board, an alternative method, acceptable to the Administrative Contracting Officer, that is accessible and includes all mandatory information for employee and visitor review, shall be deemed as meeting the requirement for a bulletin board. Include and maintain information on safety bulletin board as required by EM 385-1-1, section 01.A.06.

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1.9 SITE SAFETY REFERENCE MATERIALS

Maintain safety-related references applicable to the project, including those listed in the article "References." Maintain applicable equipment manufacturer's manuals.

1.10 EMERGENCY MEDICAL TREATMENT

Contractors will arrange for their own emergency medical treatment.

Government has no responsibility to provide emergency medical treatment.

1.11 REPORTS

1.11.1 Accident Reports

a. Conduct an accident investigation for recordable injuries and illnesses, as defined in 1.3.h and property damage accidents resulting in at least $2,000 in damages, to establish the root cause(s) of the accident, complete the USACE Accident Report Form 3394 and provide the report to the Contracting Officer within 2 calendar day(s) of the accident. The Contracting Officer will provide copies of any required or special forms.

1.11.2 Accident Notification

Notify the Administrative Contracting Officer immediately or as soon as practical after any accident meeting the definition of Recordable Injuries or Illnesses or High Visibility Accidents, property damage equal to or greater than $2,000, or any weight handling equipment accident. Within notification include contractor name; contract title; type of contract;

name of activity, installation or location where accident occurred; date and time of accident; names of personnel injured; extent of property damage, if any; extent of injury, if known, and brief description of accident (to include type of construction equipment used, PPE used, etc.).

Preserve the conditions and evidence on the accident site until the Government investigation team arrives on-site and Government investigation is conducted.

1.11.3 Crane Reports

Submit crane inspection reports required in accordance with USACE EM 385-1-1, Appendix I and as specified herein with Daily Reports of Inspections.

1.11.4 Certificate of Compliance

Provide a Certificate of Compliance for each crane entering an activity under this contract (see Contracting Officer for a blank certificate).

State within the certificate that the crane and rigging gear meet applicable OSHA regulations (with the Contractor citing which OSHA regulations are applicable, e.g., cranes used in construction, demolition, or maintenance comply with 29 CFR 1926 and USACE EM 385-1-1 Section 16 and Appendix I. Certify on the Certificate of Compliance that the crane operator(s) is qualified and trained in the operation of the crane to be used. Also certify that all of its crane operators working on the DOD activity have been trained in the proper use of all safety devices (e.g., anti-two block devices). Post certifications on the crane.

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1.12 SEVERE STORM PLAN

In the event of a severe storm warning, the Contractor must:

a. Secure outside equipment and materials and place materials that could be damaged in protected areas.

b. Check surrounding area, including roof, for loose material, equipment, debris, and other objects that could be blown away or against existing facilities.

c. Ensure that temporary erosion controls are adequate.

1.13 DRUG PREVENTION PROGRAM

Conduct a proactive drug and alcohol use prevention program for all workers, prime and subcontractor, on the site. Ensure that no employee uses illegal drugs or consumes alcohol during work hours. Ensure there are no employees under the influence of drugs or alcohol during work hours.

After accidents, collect blood, urine, or saliva specimens and test the injured and involved employees for the influence of drugs and alcohol. A copy of the test shall be made available to the Administrative Contracting Officer upon request.

PART 2 PRODUCTS(NOT USED)

PART 3 EXECUTION(NOT USED)

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SECTION 01 42 00

SOURCES FOR REFERENCE PUBLICATIONS

PART 1 GENERAL

1.1 REFERENCES

1.2 ORDERING INFORMATION

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 B 564 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. Documents listed in the specifications with numbers which were not assigned by the standards producing organization should be ordered from the source by title rather than by number.

AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

1800 East Oakton Street Des Plaines, IL 60018-2187 Ph: 847-699-2929 Fax: 847-768-3434 E-mail: customerservice@asse.org Internet: http://www.asse.org

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: http://www.astm.org

U.S. ARMY CORPS OF ENGINEERS (USACE)

Order CRD-C DOCUMENTS from:

U.S. Army Engineer Waterways Experiment Station ATTN: Technical Report Distribution Section, Services Branch, TIC 3909 Halls Ferry Road Vicksburg, MS 39180-6199 Ph: 601-634-2664 Fax: 601-634-2388 E-mail: mtc-info@erdc.usace.army.mil…