Specs_Fy19_20_Baltimore_Harbor_Dredging_York_Spit.pdf

US Army Corps of Engineers Baltimore District

SPECIFICATIONS

Maintenance Dredging

YORK SPIT CHANNEL,

VIRGINIA

W912DR19B0012

Baltimore Harbor - York Spit Channel BALHAR19YKSP

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 30 MUNITIONS AND EXPLOSIVES OF CONCERN (MEC) CONSTRUCTION

SUPPORT

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 10 QUALITY CONTROL SYSTEM (QCS)

01 57 20 ENVIRONMENTAL PROTECTION

01 57 40 EQUIPMENT AND PROCEDURES FOR PROTECTING ENDANGERED

SPECIES

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23 DREDGING

35 20 23.23 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM HOPPER DREDGE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The project consists of dredging portions of the York Spit Federal Navigation Channel. The work consists of maintenance dredging to a required depth of 51 feet MLLW with one foot of allowable overdepth. The work shall be performed by a hopper dredge with all dredged material transported and placed in the designated Government-furnished placement area at Wolf Trap Alternate Placement Site - Northern Extension.

1.1.2 Location

The work is located in the Inbound and Outbound reaches of the York Spit Channel within the Chesapeake Bay, MD, as indicated on the contract drawings.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 1

SECTION 01 22 00

MEASUREMENT AND PAYMENT

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.

ENGINEERING MANUALS, U.S. ARMY

EM 1110-2-1003 (2013) Hydrographic Surveying Manual;

Change 30 November 2013

1.2 SUBMITTALS

Not Used.

1.3 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, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.3.1 Payment Item No. 0001 Reimbursement of Performance and Payment Bonds

Reimbursement of Performance and Payment Bonds shall include all costs in connection with the full reimbursement for the premiums actually paid for performance and payment bonds. Payment shall be made in accordance with Item No. 0001, "Reimbursement of Performance and Payment Bonds" as listed in the Unit Price Schedule.

1.3.2 Payment Item No. 0002 Mobilization and Demobilization

All costs connected with the mobilization and demobilization of all of the Contractor's dredging plant and equipment as defined below will be paid for at the contract lump sum price for this item. Sixty percent of the lump sum price will be paid to the Contractor upon completion of his mobilization at the work site. The remaining forty percent will be paid to the Contractor upon completion of demobilization. In the event the Contracting Officer considers that the amount in this item, sixty percent which represents mobilization and forty percent which represents demobilization, does not bear a reasonable relation to the cost of the work in this contract, the Contracting Officer may require the Contractor to produce cost data to justify this portion of the bid. Failure to justify

SECTION 01 22 00 Page 1 such price to the satisfaction of the Contracting Officer will result in payment of actual mobilization costs, as determined by the Contracting Officer, at the completion of mobilization, and actual demobilization costs, as determined by the Contracting Officer, at the completion of demobilization. The determination of the Contracting Officer is not subject to appeal.

1.3.3 Mobilization and Demobilization

Mobilization shall include all costs in connection with the development and maintenance of the placement area including but not limited to: obtaining the necessary permits and approvals for the work; moving the Contractor's dredging plant and equipment to the site; maintenance of the placement areas; office trailer delivery, setup, utilities, and operation; and the removal of all dredging plants, equipment, fencing, and trailer from the site upon completion of work. Payment shall be made in accordance with Item No. 0002, "Mobilization and Demobilization", of the unit Price Schedule which shall be full compensation for the work performed.

1.4 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract 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, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.4.1 Payment Item Nos. 0003 - 0008 York Spit Channel Maintenance Dredging.

Payment to be made for all costs associated with the dredging of York Spit Channel shall include the cost of removal, transportation and disposal of dredged material in the placement area, exclusive of the mobilization and demobilization as defined above. The total amount of material removed and to be paid for under this payment item will be measured by the cubic yard in place by computing the volume between the bottom surface shown by soundings of the last surveys made before dredging, and the bottom surface shown by the soundings of surveys made as soon as practicable after the work has been completed. The volume for measurement and payment shall include the material within the limits of overdepth and side slopes described in paragraph "Required Dredging Prism, Overdepth, and Side Slopes" of SECTION 35 20 23, less any deductions that may be required for misplaced material described in subparagraph "Misplaced Material", below.

The drawings are believed to accurately represent conditions at the time of the surveys indicated. New soundings will be taken immediately before dredging as specified in paragraph "Before Dredging Surveys" of SECTION 35 20 23 DREDGING. The Contractor's unit price for dredging, based on the above method of computation of the quantity for payment, shall include his evaluation of shoaling, other natural changes in the waterway, or changes caused by the Contractor's operations that might occur during the period between the surveys before dredging and the surveys for acceptance of the work. Computations for payment purposes will be made by the Government for the scheduled dredging using, as defined in the USACE Hydrographic Survey Manual EM 1110-2-1003 , the Average End Area (AEA) method, Triangulated Irregular Network (TIN) method, or a combination of these methods at the discretion of the Government, utilizing electronic data processing software and machines for the calculations. Determination of quantities removed and

SECTION 01 22 00 Page 2 the deductions made to determine quantities in place to be paid for in the areas specified, after having once been made, will not be reopened except on evidence of collusion, fraud, or obvious error.

1.4.2 Payment Item No. 0009 Turtle Trawling

Payment for Turtle Trawling shall be made at the "Per-Day" (24 hrs.) rate.

This payment item shall include all mobilization / demobilization time of the trawler and all materials, equipment, and labor required to accomplish the intended purpose of this item. Turtle Trawling must meet the conditions set forth in Section 01 57 40 "Equipment and Procedures for Protecting Endangered Species." Payment for Turtle Trawling will be made for the actual days that trawling takes place. No standby time for the trawlers will be included in this pay item.

1.4.3 Payment Item No. 0010 Contracting Officer Directed

Standby Time

The contract price per day for Contracting Officer directed standby time shall include the Contractor's costs for holding his plant, equipment and crew on site until further direction is given by the Contracting Officer.

Time will be measured and paid for by the day (24 hours) and calculated to the nearest hour (1/24 day) for payment.

If the Contracting Officer directs that plant be placed in a standby status, the Contractor shall cease dredging operations and preparation for dredging operations, and shall secure the total dredge plant in a mooring location acceptable to the Contracting Officer. The Contracting Officer will give the Contractor 72 hour notice before plant is to be placed on standby status. When in standby status, plant will not be moved from the designated location unless approved by the Contracting Officer. Upon written notice of removal of the plant from standby status by the Contracting Officer, the Contractor shall be prepared to resume operations within 72 hours.

1.5 MISPLACED MATERIAL

Any material that is deposited elsewhere than in places designated or approved by the Contracting Officer will not be paid for, and the Contractor may be required to remove such misplaced material and deposit it where directed by the Contracting Officer at the Contractor's expense.

1.6 EXCESSIVE DREDGING

Material taken from outside the specific areas to be dredged or beyond the limits as extended in paragraph "Required Dredging Prism, Overdepth, and Side Slopes" will be considered as excessive overdepth dredging, or excessive side slope dredging, for which payment will not be made. Nothing in these specifications shall be construed to prevent payment for the removal of shoals performed in accordance with the applicable provisions of Paragraphs SHOALING and FINAL EXAMINATION AND ACCEPTANCE of Section 35 20 23.

1.7 MONTHLY PARTIAL PAYMENTS

Monthly partial payments will be based on estimated quantities determined by the Contracting Officer.

SECTION 01 22 00 Page 3

Martin Chu Highlight Does this mean that there will be no additional amount paid for standby mob/demob? (It sounds semi-ambiguous in that it suggests that CTR will get the 0002 clin amount for standby mob/demob)

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 22 00 Page 4

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 PRECONSTRUCTION CONFERENCE

1.1.1 Scheduling

After award of the construction contract and prior to the start of any construction work, the Contracting Officer's Representative (COR) will schedule and conduct an initial preconstruction conference. Subsequent preconstruction conferences will be required and scheduled by the COR prior to the start of any construction work. The Contractor's Project Manager, Superintendent and Quality Control System Manager shall attend these meetings. The Contractor is encouraged to have an officer of his company (Project Manager could be this person) and representation from each of his sub-contractors and major construction work divisions at the conferences.

The conferences will be held at a location and time as specified by the COR.

1.1.2 Purpose

The purpose of this preconstruction conferences is to enable the COR to outline the procedures that will be followed by the Government in its administration of this construction contract and to discuss the performance that will be expected from the Contractor. This conference will allow the Contractor an opportunity to ask questions about the Government's supervision and inspection of contract work, about security requirements, regulations, and other similar matters. The COR may invite other Government personnel involved in the work to attend this conference.

1.1.3 Discussion Items

The following is a sample list of items for discussion during the preconstruction conference; however, the Contracting Officer's Representative may modify this list or include additional items for discussion as conditions and the work require.

a. Authority of the Contracting Officer/Contracting Officer's Representative.

b. Contractor's Progress Schedule.

c. Correspondence Procedures.

d. Contractor Labor Standards Provisions.

e. Contract Modifications and Administrative Procedures.

f. Contractor's Administrative, Laydown and Storage Areas.

g. Procedures for Processing Submittals.

SECTION 01 30 00 Page 1

h. Payment Estimate Data and Procedures.

i. Contractor Utilities.

j. Security Requirements and Other Regulations, if applicable.

k. Government Furnished Equipment, if applicable.

l. Disposition of Salvage Property, if applicable.

m. Contractor Insurance Requirements.

n. Environmental Protection Plan.

o. Contractor Performance Evaluation.

p. Emergency and Safety Procedures.

q. Plant and Suitability to Perform the Work.

r. Turnover of Placement Areas After Dredging.

s. Contractor Required Notification Procedures.

t. Contractor's Submittal Register.

u. Contractor's Survey and Information Reporting Procedures.

v. Tidal zoning values developed by NOS and, if necessary, bench mark descriptions for the project

w. Environmental Requirements to include Turtle Trawling.

1.2 OTHER MEETINGS DURING THE CONTRACT

Other meetings may be held after the Preconstruction Conference, for the purpose to discuss concerns and deficiencies that may include the following:

a. Contractor's Site Safety and Health Plan.

b. Quality Control Plan.

c. Environmental Protection Plan.

d. Progress Schedule updates.

1.3 MINUTES OF MEETINGS

The Government will prepare minutes of all meetings.

SECTION 01 30 00 Page 2

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

SECTION 01 30 00 Page 3

SECTION 01 32 01

PROJECT SCHEDULE

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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (1995) Administration -- Progress, Schedules, and Network Analysis Systems

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

Project Schedule; G

1.3 QUALITY ASSURANCE

The Contractor CQC representative shall be responsible for the preparation and certification as complete all required project Progress Schedule submittals and reports.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to the Contract Clause, SCHEDULE FOR CONSTRUCTION CONTRACTS. Show in the schedule the sequence in which the Contractor proposes to perform the work and dates on which the Contractor contemplates starting and completing all schedule activities. The scheduling of the entire project, including the design (if any) and construction sequences, is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel shall actively participate in its development.

Subcontractors and suppliers working on the project shall also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool.

SECTION 01 32 01 Page 1

3.1.1 Approved Project Schedule

Use the approved Project Schedule to measure the progress of the work and to aid in evaluating time extensions. Make the schedule cost loaded and activity coded. The schedule will provide the basis for all progress payments. If the Contractor fails to submit any schedule within the time prescribed, the Contracting Officer may withhold approval of progress payments until the Contractor submits the required schedule.

3.1.2 Schedule Status Reports

Provide a Schedule Status Report on at least a monthly basis. If, in the opinion of the Contracting Officer, the Contractor falls behind the approved schedule, take steps necessary to improve its progress including those that may be required by the Contracting Officer, without additional cost to the Government. In this circumstance, the Contracting Officer may require the Contractor to increase the number of shifts, overtime operations, days of work, and/or the amount of construction plant, and to submit for approval any supplementary schedule or schedules as the Contracting Officer deems necessary to demonstrate how the approved rate of progress will be regained.

3.1.3 Default Terms

Failure of the Contractor to comply with the requirements of the Contracting Officer shall be grounds for a determination, by the Contracting Officer, that the Contractor is not prosecuting the work with sufficient diligence to ensure completion within the time specified in the contract. Upon making this determination, the Contracting Officer may terminate the Contractor's right to proceed with the work, or any separable part of it, in accordance with the default terms of the contract.

3.2 BASIS FOR PAYMENT AND COST LOADING

Use the schedule as the basis for determining contract earnings during each update period and therefore the amount of each progress payment. Lack of an approved schedule update, or qualified scheduling personnel, may result in the inability of the Contracting Officer to evaluate contract earned value for the purposes of payment. Failure of the Contractor to provide all required information will result in the disapproval of subsequent schedule updates. In the event schedule revisions are directed by the Contracting Officer and those revisions have not been included in subsequent revisions or updates, the Contracting Officer may hold retainage up to the maximum allowed by contract, each payment period, until such revisions to the Project Schedule have been made. Activity cost loading shall be reasonable, as determined by the Contracting Officer.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

The Contractor shall submit his Progress Schedule to the Contracting Officer for approval at the Pre-Construction Conference specified in SECTION 01 30 00, Administrative Requirements. The Progress Schedule shall be submitted and certified as complete by the Contractor's Quality Control Representative in the form of a chart graphically indicating the sequence proposed to accomplish each work feature or operation. The chart shall be prepared to show the starting and completion dates of all work features on a linear horizontal time scale beginning with date of Notice to Proceed, arrival date of Contractor's plant to the job site, all activities scheduled prior to dredging, dredging start and completion dates, calendar

SECTION 01 32 01 Page 2 days to completion of all work, and contract completion date. Each activity in the construction shall be represented by an arrow and shall have a beginning and ending node (event). The entire project shall have only one beginning node and one ending node. The arrangement of arrows shall be such that they flow from the left to right. Each arrow representing an activity shall be annotated to show the activity description, duration and cost. The Contractor shall indicate on the chart the important work activities that are critical to the timely overall completion of the project. Key dates for important features or portions of work features are milestone dates and shall be so indicated on the chart.

3.3.1 PROGRESS SCHEDULE FORMAT

Use of the Critical Path Method (CPM) of network calculation to generate the Project Schedule is NOT required.

Use computer software system or a manual method to produce the Progress Schedule. If computer software used, meet all applicable requirements for the software. Failure of the Contractor to meet the specified requirements may result in the disapproval of the schedule.

3.3.2 Level of Detail Required

Develop the Project Schedule to an appropriate level of detail. Failure to develop the Project Schedule to an appropriate level of detail, as determined by the Contracting Officer, will result in its disapproval. The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

3.3.2.1 Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods.

3.3.2.2 Procurement Activities

The schedule must include activities associated with the submittal, approval, procurement, fabrication and delivery of long lead materials, equipment, fabricated assemblies and supplies as applicable. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days. A typical procurement sequence includes the string of activities: submit, approve, procure, fabricate, and deliver.

3.3.2.3 Critical Activities

The following activities shall be listed as separate line activities on the Contractor's Project Schedule. This list represents a partial lists and is not considered complete:

a. Submission and approval of Accident Prevention Plan.

b. Submission and approval of all environmental submittals.

c. Submission and approval of dredge plan and auxiliary equipment.

d. Submission and approval of pre-work plan and schedule.

e. Submission and approval of pre-placement survey.

f. Submission and approval of dive plan.

g. Submission and approval of Quality Control Plan.

h. Coast Guard Notification of Mariner's and VADEQ notification.

i. Submittal of current marine plant certification and recent plant inspection.

SECTION 01 32 01 Page 3

j. Submission of Final Environmental Incidence Report.

l. Pre-Final inspection.

m. Correction of punch list from Pre-Final inspection.

n. Final inspection.

3.3.2.4 Government Activities

Show Government and other agency activities that could impact progress.

These activities include, but are not limited to:

a. Government surveys for payment

b. Required Contractor submittals for Government approval

c. Inspections required by the contract.

3.3.2.5 Definable Features of Work Coding (FOW1, FOW2, FOW3)

Assign a Definable Feature of Work Code to appropriate activities based on the definable feature of work to which the activity belongs. Definable Feature of Work is defined in Specification Section 01 45 00 QUALITY CONTROL. An activity shall not have more than one Definable Feature of Work Code. Not all activities are required to be Definable Feature of Work Coded.

3.3.3 Scheduled Project Completion and Activity Calendars

The schedule interval shall extend from NTP date to the required contract completion date. The contract completion activity (End Project) shall finish based on the required contract duration in the accepted contract proposal, as adjusted for any approved contract time extensions. The first scheduled work period shall be the day after NTP is received by the Contractor.

3.3.3.1 Project Start Date

The schedule shall start no earlier than the date on which the NTP was acknowledged. Include as the first activity in the project schedule an activity called "Start Project"( or NTP). The "Start Project" activity shall have an "ES" constraint date equal to the date that the NTP was acknowledged, and a zero day duration.

3.3.3.2 Schedule Constraints and Open Ended Logic

Constrain completion of the last activity in the schedule by the contract completion date. Schedule calculations shall result in a negative float when the calculated early finish date of the last activity is later than the contract completion date. Include as the last activity in the project schedule an activity called "End Project". The "End Project" activity shall have an "LF" constraint date equal to the contract completion date for the project, and with a zero day duration or by using the "project must finish by" date in the scheduling software. The schedule shall have no constrained dates other than those specified in the contract. The use of artificial float constraints such as "zero fee float" or "zero total float" are typically prohibited. There shall only be 2 open ended activities:

Start Project (or NTP) with no predecessor logic and End Project with no successor logic.

SECTION 01 32 01 Page 4

3.3.3.3 Early Project Completion

In the event the project schedule calculates an early completion date of the last activity prior to the contract completion date, identify those activities that it intends to accelerate and/or those activities that are scheduled in parallel to support the Contractor's "early" completion. The last activity shall have a late finish constraint equal to the contract completion date and the schedule will calculate positive float. The Government will not approve an early completion schedule with zero float on the longest path. The Government is under no obligation to accelerate activities for which it is responsible to support a proposed early contract completion.

3.3.4 Milestones

The schedule must include milestone activities for each significant project event including but not limited to: milestone activities for confined disposal facility preparation construction complete; installation of pipeline complete; dredging complete.

3.4 PROJECT SCHEDULE SUBMISSIONS

Provide the submissions as described below.

3.4.1 Project Schedule Submission

Submit the initial Project Schedule, defining the Contractor's planned operations for approval within 15 calendar days after the NTP is acknowledged. The approved Project Schedule will be used for payment purposes . Cost load the Project Schedule to balance the contract award Contract line item numbers (CLINS) shown on the Price Schedule. The initial Project Schedule must include all of the required Plan and Program preparations, submissions and approvals identified in the contract (for example, Quality Control Plan, Safety Plan, and Environmental Protection Plan)

3.4.2 Periodic Schedule Updates

Submit periodic schedule updates monthly with requests for progress payment. These submissions will assist the Contracting Officer in assessing the Contractor's progress. Update the percent complete for each activity started, based on the realistic assessment of work completed. If the Contractor fails or refuses to furnish the information and project schedule data, which in the judgment of the Contracting Officer or authorized representative is necessary for verifying the Contractor's progress, the Contractor shall be deemed not to have provided an estimate upon which progress payment may be made.

3.4.3 Standard Activity Coding Dictionary

If a computerized system is used for the Project Schedule use the activity coding structure defined in the Standard Data Exchange Format (SDEF) in ER 1-1-11 , Appendix A. A template SDEF compatible schedule backup file (sdef.prx) is available on the QCS website: http://rms.usace.army.mil/ .

3.5 OWNERSHIP OF FLOAT

Float available in the schedule, at any time, shall not be considered for the exclusive use of either the Government or the Contractor.

SECTION 01 32 01 Page 5

SECTION 01 32 01 Page 6

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUBMITTAL IDENTIFICATION AND CLASSIFICATION

The Contractor shall insure all submittals as required in the Contract are submitted to the government as identified and in accordance with the procedures specified in this Section. Submittals may be required for work features and procedures in the specifications that are not listed or classified as indicated below. The Contractor shall still be required to list these submittals in his Submittal Register as required by the respective specification, and designate the submittal and action required in the register.

1.1.1 Submittal Identification

Submittals required are identified by SD numbers and titles with typical items to be submitted under this classification as follows:

SD-01 Preconstruction Submittals

Certificates of insurance List of proposed subcontractors List of proposed products Construction Progress Schedule Submittal schedule Schedule of values Health and safety plan Activity Hazard Analysis Quality control plan Environmental protection plan

SD-02 Shop Drawings

As used in this section, drawings, schedules, diagrams, and other data prepared specifically for this contract, by contractor or through contractor by way of subcontractor, manufacturer, supplier, distributor, or other lower tier contractor, to illustrate portion of work.

SD-03 Product Data

Preprinted material such as illustrations, standard schedules, performance charts, instructions, brochures, diagrams, manufacturer's descriptive literature, catalog data, and other data to illustrate portion of work, but not prepared exclusively for this contract.

SD-04 Samples

Physical examples of products, materials, equipment, assemblies, or workmanship that are physically identical to portion of work, illustrating portion of work or establishing standards for

SECTION 01 33 00 Page 1 evaluating appearance of finished work or both.

SD-05 Design Data

Placement plan with proposed equipment usage and datum used and benchmark locations.

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 accord with specified requirements.

Results of environmental testing.

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 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.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and Material Safety Data sheets concerning impedances, hazards and safety precautions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative to confirm compliance with manufacturer's standards or instructions.

Factory test reports.

SD-10 Closeout Submittals

SECTION 01 33 00 Page 2

Placement area profiles and surveys.

1.1.2 Submittal Classification

Submittals are classified as follows:

a. 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."

b. 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.

1.2 APPROVAL OF SUBMITTALS

The approval of submittals by the Contracting Officer's Representative (COR), shall not be construed as a complete check, but will indicate only that the general method of construction, work scheduling, and other information are satisfactory. Approval will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this contract is responsible for the dimensions, layout, and satisfactory construction of all work as indicated and specified. After submittals have been approved by the COR, resubmittal for the purpose of changing the approved Work Plan, Progress Schedule, designated Acceptance Sections, or for any other reason, will not be given consideration unless accompanied by an explanation as to why a change is necessary.

1.3 DISAPPROVED SUBMITTALS

The Contractor shall make all corrections required by the COR and promptly furnish a corrected submittal with the Daily CQC Report as specified for the initial submittal. If the Contractor considers any correction indicated on the submittal(s) to constitute a change to the contract, notice as required under the Contract Clause entitled "Changes" shall be given at the same time to the COR.

1.4 WITHHOLDING OF PAYMENT

Payment for any part of the scheduled work accomplished by the Contractor, including transportation of the Contractor's plant to or from the site of the work, will not be made if required approvals for all parts of the scheduled work have not been obtained.

PART 2 PRODUCT (Not Used)

PART 3 EXECUTION

3.1 GENERAL

The Contractor shall submit all items required and specified in these

SECTION 01 33 00 Page 3 specifications, and as may be required by other portions of the scheduled work. Proposed deviations from the contract requirements shall be clearly identified. The required submittals shall be listed in the Contractor's Work Plan and on the Contractor's Submittal Register Form 4288-R. All requirements of submittals shall be coordinated with SECTION 01 45 00 QUALITY CONTROL. Any questions regarding submittals required of the Contractor will be discussed at the Preconstruction Conference specified in SECTION 01 30 00ADMINISTRATIVE REQUIREMENTS. At this Conference, and during the progress of the work, the COR may request submittals in addition to those listed when deemed necessary to adequately describe the work covered in the respective sections. Dimensions and units of weights and measures used on all submittals shall be the same as indicated and specified. 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 as complete by the CQC representative as specified in SECTION QUALITY CONTROL.

3.2 SCHEDULING

Submittals covering component items forming a system or items that are interrelated, such as access/egress to the work area, and delivery/storage of materials prior to construction of features shall be scheduled to be coordinated with the requirements specified and submitted concurrently.

3.2.1 Submittal and Report Identification

All submittals and reports shall be complete, properly marked, adequately detailed, and identified with location of occurrence in the respective specification section with paragraph number, drawing number and location, and respective Plan or Report requirement, as applicable. The Contractor's CQC representative shall sign and date each submittal and report as complete.

3.3 SUBMITTAL REGISTER (ENG FORM 4288)

At the end of this SECTION is a sample Submittal Register (ENG Form 4288-R) showing those plans, lists, and items of equipment and materials for which submittals are required by the specifications. The Contractor is informed this sample form may not list all submittals that may be required of the Contractor; however, the Contractor shall utilize this form as a guide to provide, with his CQC Plan for approval, a complete Submittal Register listing all submittals required for the duration of the contract. The Submittal Register shall consist of individual pages representing the respective Specification Sections as shown in the attached sample. Columns "d" through "q" of the sample form indicate the method the Contractor is to use in identification of his submittals. In the respective Specification Sections and when so directed by specified requirements in other parts of the contract for a particular type of submittal, the Classification status to be inserted in Columns "p" and "q" is indicated. The Contractor's Quality Control Representative shall certify in writing as part of the CGC Plan the appropriate designation for all submittals has been made. The remainder of columns and how they are to be utilized during administration of the contract will be addressed at the Pre-Construction Conference as noted in SECTION ADMINISTRATIVE REQUIREMENTS.

3.4 TRANSMITTAL FORM (ENG FORM 4025)

At the end of this SECTION is a sample Transmittal Form (ENG Form 4025) which shall be used for transmittal coordination of all submittals. This

SECTION 01 33 00 Page 4 form shall be completed by the Contractor identifying each item to be submitted. Special care shall be exercised to ensure proper listing of the date of the submittal transmittal, specification section and paragraph number pertinent to the data submitted for each item, and numerical sequence coordination with the Submittal Register Form 4288-R, Column "b".

SECTION 01 33 00 Page 5

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

FY19

Baltimore Harbor - York Spit Channel

01 32 01 SD-01 Preconstruction Submittals

3.4 GProject Schedule

01 35 26 SD-01 Preconstruction Submittals

1.6 G OPAccident Prevention Plan (APP)

SD-06 Test Reports 1.4Monthly Exposure Reports 1.11Notifications and Reports

1.11.2 G OPAccident Reports

1.11.3LHE Inspection Reports

SD-07 Certificates 1.5.1.4Crane Operators/Riggers

1.6.2.2 GStandard Lift Plan

1.6.2.3 GCritical Lift Plan

1.7Activity Hazard Analysis (AHA) 1.8.1Confined Space Entry Permit 1.8.1Hot Work Permit 1.11.4Certificate of Compliance

License Certificates GRadiography Operation Planning

Work Sheet GPortable Gauge Operations

Planning Worksheet 01 35 30 SD-01 Preconstruction Submittals

3.1.1 G OPDredge Intake Screening Device

1.6 G OPMEC Safety and Work Plan

01 57 20 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

Baltimore Harbor - York Spit Channel

01 57 20 1.7 GEnvironmental Protection Plan 01 57 40 SD-01 Preconstruction Submittals

3.1 GOperational Plan to Minimize

Turtle and Atlantic SturgeonTakes

3.1.1 GHopper Dredge Special

Recording Requirements Plan

3.1.3 GHopper Dredge Endangered

Species Special Equipment Plan

35 20 23 SD-01 Preconstruction Submittals 1.4Notify Commander, Fifth Coast

Guard District 1.4Notify National Marine Fisheries

Service 1.10.1Request for Before Dredging

Surveys

1.10 GDesignated Acceptance Section

Plan

1.25.1 GMinimum Plant Requirements

3.5.3 GBed Leveling Drag Bar

SD-07 Certificates 1.25.1.1Equipment and Machinery

Operator Authorization 1.25.1.2Certification of Attendant and

Auxiliary Plant SD-10 Operation and Maintenance Data

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

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

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

Baltimore Harbor - York Spit Channel

35 20 23 1.4Notify National Marine Fisheries Service

1.11After Dredging Survey Requests 35 20 23.23 SD-01 Preconstruction Submittals

1.5 GDredge Plant Instrumentation

Plan Revisions or Addendum

SD-06 Test Reports

3.2.11 GData Appropriately Archived

e-mail SD-07 Certificates

1.4 GLetter of National Dredging

Quality Management Program Certification;

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

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

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 PROFESSIONALS (ASSP)

ASSP A10.22 (2007; R 2017) Safety Requirements for Rope-Guided and Non-Guided Workers’ Hoists

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

ASSP A10.44 (2014) Control of Energy Sources (Lockout/Tagout) for Construction and Demolition Operations

ASSP Z359.0 (2012) Definitions and Nomenclature Used for Fall Protection and Fall Arrest

ASSP Z359.1 (2016) The Fall Protection Code

ASSP Z359.11 (2014) Safety Requirements for Full Body Harnesses

ASSP Z359.12 (2009) Connecting Components for Personal Fall Arrest Systems

ASSP Z359.13 (2013) Personal Energy Absorbers and Energy Absorbing Lanyards

ASSP Z359.14 (2014) Safety Requirements for Self-Retracting Devices for Personal Fall Arrest and Rescue Systems

ASSP Z359.15 (2014) Safety Requirements for Single Anchor Lifelines and Fall Arresters for Personal Fall Arrest Systems

ASSP Z359.2 (2017) Minimum Requirements for a Comprehensive Managed Fall Protection Program

ASSP Z359.3 (2017) Safety Requirements for Lanyards and Positioning Lanyards

ASSP Z359.4 (2013) Safety Requirements for Assisted-Rescue and Self-Rescue Systems, Subsystems and Components

SECTION 01 35 26 Page 1

ASSP Z359.6 (2016) Specifications and Design Requirements for Active Fall Protection Systems

ASSP Z359.7 (2011) Qualification and Verification Testing of Fall Protection Products

ASME INTERNATIONAL (ASME)

ASME B30.20 (2013; INT Oct 2010 - May 2012) Below-the-Hook Lifting Devices

ASME B30.22 (2016) Articulating Boom Cranes

ASME B30.23 (2011) Personnel Lifting Systems Safety Standard for Cableways, Cranes, Derricks, Hoists, Hooks, Jacks, and Slings

ASME B30.26 (2015; INT Jun 2010 - Jun 2014) Rigging Hardware

ASME B30.3 (2016) Tower Cranes

ASME B30.5 (2014) Mobile and Locomotive Cranes

ASME B30.7 (2011) Winches

ASME B30.8 (2015) Floating Cranes and Floating Derricks

ASME B30.9 (2014; INT Feb 2011 - Nov 2013) Slings

ASTM INTERNATIONAL (ASTM)

ASTM F855 (2015) Standard Specifications for Temporary Protective Grounds to Be Used on De-energized Electric Power Lines and Equipment

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

IEEE 1048 (2003) Guide for Protective Grounding of Power Lines

IEEE C2 (2017; Errata 1-2 2017; INT 1 2017) National Electrical Safety Code

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2018; TIA 18-1) Standard for Portable Fire Extinguishers

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

NFPA 306 (2019) Standard for the Control of Gas Hazards on Vessels

SECTION 01 35 26 Page 2

NFPA 51B (2014) Standard for Fire Prevention During Welding, Cutting, and Other Hot Work

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

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

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

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

17-14; TIA 17-15; TIA 17-16; TIA 17-17 )

National Electrical Code

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

TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA)

TIA-1019 (2012; R 2016) Standard for Installation, Alteration and Maintenance of Antenna Supporting Structures and Antennas

TIA-222 (2005G; Add 1 2007; Add 2 2009; Add 3 2014; Add 4 2014; R 2014; R 2016) Structural Standards for Steel Antenna Towers and Antenna Supporting Structures

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

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

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1910.146 Permit-required Confined Spaces

29 CFR 1910.147 The Control of Hazardous Energy (Lock Out/Tag Out)

29 CFR 1910.333 Selection and Use of Work Practices

29 CFR 1915 Confined and Enclosed Spaces and Other Dangerous Atmospheres in Shipyard Employment

29 CFR 1915.89 Control of Hazardous Energy (Lockout/Tags-Plus)

29 CFR 1926 Safety and Health Regulations for Construction

29 CFR 1926.1400 Cranes and Derricks in Construction

29 CFR 1926.16 Rules of Construction

29 CFR 1926.500 Fall Protection

29 CFR 1926.552 Material Hoists, Personal Hoists, and Elevators

SECTION 01 35 26 Page 3

29 CFR 1926.553 Base-Mounted Drum Hoists

CPL 02-01-056 (2014) Inspection Procedures for Accessing Communication Towers by Hoist

CPL 2.100 (1995) Application of the Permit-Required Confined Spaces (PRCS) Standards, 29 CFR 1910.146

1.2 DEFINITIONS

1.2.1 Competent Person (CP)

The CP is a person designated in writing, who, through training, knowledge and experience, is capable of identifying, evaluating, and addressing existing and predictable hazards in the working environment or working conditions that are dangerous to personnel, and who has authorization to take prompt corrective measures with regards to such hazards.

1.2.2 Competent Person, Confined Space

The CP, Confined Space, is a person meeting the competent person requirements as defined EM 385-1-1 Appendix Q, with thorough knowledge of OSHA’s Confined Space Standard, 29 CFR 1910 .146, and designated in writing to be responsible for the immediate supervision, implementation and monitoring of the confined space program, who through training, knowledge and experience in confined space entry is capable of identifying, evaluating and addressing existing and potential confined space hazards and, who has the authority to take prompt corrective measures with regard to such hazards.

1.2.3 Competent Person, Cranes and Rigging

The CP, Cranes and Rigging, as defined in EM 385-1-1 Appendix Q, is a person meeting the competent person, who has been designated in writing to be responsible for the immediate supervision, implementation and monitoring of the Crane and Rigging Program, who through training, knowledge and experience in crane and rigging is capable of identifying, evaluating and addressing existing and potential hazards and, who has the authority to take prompt corrective measures with regard to such hazards.

1.2.4 Competent Person, Fall Protection

The CP, Fall Protection, is a person meeting the competent person requirements as defined in EM 385-1-1 Appendix Q and in accordance with ASSP Z359.0 , who has been designated in writing by the employer to be responsible for immediate supervising, implementing and monitoring of the fall protection program, who through training, knowledge and experience in fall protection and rescue systems and equipment, is capable of identifying, evaluating and addressing existing and potential fall hazards and, who has the authority to take prompt corrective measures with regard to such hazards.

1.2.5 Competent Person (CP) Trainer

A competent person trainer as defined in EM 385-1-1 Appendix Q, who is qualified in the material presented, and who possesses a working knowledge of applicable technical regulations, standards, equipment and systems related to the subject matter on which they are training Competent

SECTION 01 35 26 Page 4

Persons. A competent person trainer must be familiar with the typical hazards and the equipment used in the industry they are instructing. The training provided by the competent person trainer must be appropriate to that specific industry. The competent person trainer must evaluate the knowledge and skills of the competent persons as part of the training process.

1.2.6 High Risk Activities

High Risk Activities are activities that involve work at heights, crane and rigging, excavations and trenching, scaffolding, electrical work, and confined space entry.

1.2.7 High Visibility Accident

A High Visibility Accident is any mishap which may generate publicity or high visibility.

1.2.8 Load Handling Equipment (LHE)

LHE is a term used to describe cranes, hoists and all other hoisting equipment (hoisting equipment means equipment, including crane, derricks, hoists and power operated equipment used with rigging to raise, lower or horizontally move a load).

1.2.9 Medical Treatment

Medical Treatment is 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 when provided by a physician or registered personnel.

1.2.10 Near Miss

A Near Miss is a mishap resulting in no personal injury and zero property damage, but given a shift in time or position, damage or injury may have occurred (e.g., a worker falls off a scaffold and is not injured; a crane swings around to move the load and narrowly misses a parked vehicle).

1.2.11 Operating Envelope

The Operating Envelope is the area surrounding any crane or load handling equipment. Inside this "envelope" is the crane, the operator, riggers and crane walkers, other personnel involved in the operation, rigging gear between the hook, the load,…