CIEE_Stage_1A,_FINAL_Specifications,_7-12-17.pdf

SPECIFICATIONS

FOR

CRANEY ISLAND EASTWARD

EXPANSION

MAIN DIKE PRE-DREDGING - STAGE 1 A

HAMPTON ROADS, VIRGINIA

PREPARED

AND

ISSUED BY

DEPARTMENT OF THE ARMY

NORFOLK DISTRICT, CORPS OF ENGINEERS

WATERFIELD BUILDING

803 FRONT STREET

NORFOLK, VIRGINIA 23510-1096

JUNE 2017

This page was intentionally left blank for duplex printing.

CIEE Pre-Dredging, Stage 1A CIEEPREDREDGE1A

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 01 22 00.00 10 01 30 00 01 32 01 01 33 00 01 35 26 01 42 00 01 45 00.00 10 01 57 20.00 10

SUMMARY OF WORK

PRICE AND PAYMENT PROCEDURES

ADMINISTRATIVE REQUIREMENTS

PROJECT SCHEDULE

SUBMITTAL PROCEDURES

GOVERNMENTAL SAFETY REQUIREMENTS

SOURCES FOR REFERENCE PUBLICATIONS

QUALITY CONTROL

ENVIRONMENTAL PROTECTION

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23

35 20 23.13

DREDGING

NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SCOW -

ULLAGE PROFILE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

APPENDICES

APPENDIX ‘A’: Virginia Water Protection Permit 08-1641

(Virginia Department of Environmental Quality)

APPENDIX ‘B’: Deposition of Dredged Material Into the

Craney Island Dredged Material Management Area

APPENDIX ‘C’: Water Quality Monitoring Plan

APPENDIX ‘D’: Geotechnical Data Report – Seabed Testing and Marine

Drilling Programs – Craney Island Eastward Expansion (Incorporated by reference. This Appendix is published as a separate document.)

APPENDIX ‘E’: Geotechnical Data Report – Laboratory Testing

Program – Craney Island Eastward Expansion (Incorporated by reference.

Appendix is published as a separate document.)

APPENDIX ‘F’: Marine Geotechnical Site Characterization

Report – Craney Island Eastward Expansion (Incorporated by reference.

Appendix is published as a separate document.)

APPENDIX ‘G’: Main Dike Predredging Geophysical Report Report – Craney Island Eastward Expansion (Incorporated by reference.

Appendix is published as a separate document.)

APPENDIX ‘H’: Archaeological Remote Sensing Survey (Incorporated by reference. Appendix is published as a separate document.)

APPENDIX ‘I’: Biological Opinion (Incorporated by reference. Appendix is published as a separate document.)

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

01/08

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.2 CONTRACT DRAWINGS

1.3 SPECIAL WORK REQUIREMENTS

1.3.1 Special Requirements at Craney Island Dredge Material

Management Area

1.3.2 Security and Public Safety

1.3.3 Noise Control and Abatement

1.4 COORDINATION WITH OTHER CONTRACTORS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

01/08

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

The work to be performed under this contract consists of providing the labor, equipment, and materials to:

*dredge upper 4 feet of harbor bottom sediments to form the upper portion of the proposed Phase 1 main containment dike including removal and disposal of all debris in this area.;

The work consists of dredging as defined in the Contract Documents,including supervision, quality control, environmental monitoring and incidental related work.

1.2 CONTRACT DRAWINGS

Drawings that accompany this specification and are a part thereof are listed in accordance with FAR Clause 252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS. (See Drawing list in SECTION 00 01 15.)

Contractor shall immediately check furnished drawings and notify the Government of any discrepancies.

1.3 SPECIAL WORK REQUIREMENTS

The work shall be performed by clamshell dredge with all dredged material hydraulically placed into Craney Island Dredged Material Management Area (CIDMMA). Dredged material may not be placed into the Craney Island Rehandling Basin (CIRB). All debris other than soil materials may be separated by the Contractor and temporary deposited as directed by the Contracting Officer at the Debris Transfer Area at Craney Island.

Alternatively, the Contractor may choose to barge all the removed debris directly off-site to a licensed landfill facility. If Craney Island Debris Transfer Area is utilized, the Contractor shall provide all necessary equipment, including disposal containers and labor to place debris at the location within the designated area as directed by the Facility Manager.

No stock piling of debris on the Craney Island bulkhead will be allowed.

Once off-loaded from the scows/barges, all debris shall be placed directly in the containers furnished by the contractor and immediately removed from site for disposal. The contractor will be responsible for complete debris removal and its disposal off-site at the licensed landfill prior to completion of the project. All dredging, transport and placement of dredged material under this contract shall be in compliance with all conditions set forth in the Virginia Department of Environmental Quality Water Protection Permit that is included as a part of this contract at the end of SECTION 01355 ENVIRONMENTAL PROTECTION. The contract plans and specifications have been prepared to comply with the permit that was established during the planning and development of this project. The Contractor is advised that any deviations from the construction methods and procedures indicated by the plans and specifications that are not prior-approved in writing by the Contracting Officer, and any non-compliance with or violation of the conditions stated in the permit, shall be cause for the Contracting Officer

SECTION 01 11 00 Page 2 issuing a stop work order. Any stop work orders issued for these causes will not be subject to time extensions or cost recovery by the Contractor.

Any non-compliance with or violation of the conditions stated in the permits noted herein may result in revocation of the permit for the project and may result in criminal and civil penalties against the Contractor.

1.3.1 Special Requirements at Craney Island Dredge Material Management Area

All activities at Craney Island Dredged Material Management Area shall be conducted in accordance with "COMMANDER'S POLICY MEMORANDUM NUMBER WRD-01" which is available for review at the Craney Island Reservation Office.

Point of contact for review of the Regulation or to visit the site is Carlos Quinones, telephone (757) 484-1021. The government retains ownership of all materials deposited within the disposal area. The removal of existing scrap iron, steel, or any other material located in CIDMMA for personal use is prohibited.

1.3.2 Security and Public Safety

The dredging area is accessible to the general boating public and adjacent to nearby navigation channels in the Elizabeth River; however, the Contractor is informed the Government will not undertake to exclude the public or restrict public access to the dredging areas during the work. The Contractor shall be solely responsible for protection of the public at all times for the duration of the contract and fully comply with the provisions of OSHA safe working practices and the Safety and Accident Prevention requirements of these specifications. Unless directed otherwise, the Contractor may perform the scheduled dredging work 24 hours a day, 7 days a week. During actual dredging and material placement operations, the Contractor shall insure adequate monitoring of operations by competent employees is maintained at all times. All lighting associated with the project shall be limited to the immediate area of active construction only.

Such lighting shall be shielded, low-pressure sodium vapor lights directed to the maximum extent practical away from populated areas where applicable and to avoid excessive illumination of the water.

1.3.3 Noise Control and Abatement

The Contractor shall employ the use of properly installed and maintained mufflers, silencers, and manufacturer's recommended sound suppressors on all plant, machinery, and equipment used on this work.

1.4 COORDINATION WITH OTHER CONTRACTORS

During the period of this contract, other contracts may be in force for the construction of other features of work on or adjacent to the site of work being accomplished under this contract. The Contractor shall arrange his plant, and shall schedule and perform this work, so as to effectively cooperate with all other contractors and Government agencies. It shall be the responsibility of the Contractor on this contract to be fully informed of the extent of the limits of work to be performed by other contractors.

Should there be any conflict between these limits, the Contractor shall immediately notify the Contracting Officer of the conflict, and the Contracting Officer's decision shall be final.

Adjacent contracts anticipated at this time include, but are not limited to:

*Various dredging contracts requiring use of the Rehandling Basin. The Contractor shall anticipate barges and scows putting dredged material

SECTION 01 11 00 Page 3 in the Rehandling Basin during this contract.;

*Various dredging contracts hydraulically placing dredging material into the existing CIDMMA placement cells. The Contractor shall anticipate pipelines and support barges operating along the eastern CIDMMA perimeter and associated landbased support equipment during this contract.

*Construction of the Stage 2 Craney Island Eastward Expansion (CIEE) cross dikes using hydraulically placed sand fill. The Contractor shall anticipate a combination of landbased, amphibious, and waterborne equipment operating along the CIDMMA east dike.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

SECTION 01 11 00 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

08/15

PART 1 GENERAL

1.1 SUBMITTALS

1.2 LUMP SUM PAYMENT ITEMS

1.2.1 Mobilization and Demobilization

1.2.1.1 Mobilization

1.2.1.2 Demobilization

1.2.1.3 Payment

1.2.1.4 Unit of Measure

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 Dredging

1.3.1.1 General

1.3.1.2 Payment

1.3.1.3 Measurement

1.3.1.4 Unit of Measure

1.3.2 Debris Removal

1.3.2.1 General

1.3.2.2 Payment

1.3.2.3 Measurement

1.3.2.4 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 22 00.00 10 Page 1

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

08/15

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

SD-07 Certificates

Weight Scale Certification; G

A copy of the certification from the regulatory agency attending to the scale's accuracy.

1.2 LUMP SUM 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 lump sum or unit price payment item, are 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 constitutes 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.

1.2.1 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 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.

SECTION 01 22 00.00 10 Page 2

1.2.1.1 Mobilization

Mobilization shall include all costs for operations accomplished prior to commencement of actual dredging operations. This shall include as a minimum the following:

a. Transfer of dredge and attendant plant, booster pumps, bulldozers and other like equipment and machinery for site work

b. All initial installation of pipe

c. All costs for any other associated work that is necessary in advance of the actual dredging operations.

1.2.1.2 Demobilization

Demobilization shall include general preparation for transfer of plant to its home base, removal of pipelines, cleanup of all work sites, and transfer of plant to its home base.

1.2.1.3 Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in Special Clause PAYMENT FOR MOBILIZATION AND

DEMOBILIZATION.

1.2.1.4 Unit of Measure

Unit of measure: job.

1.3 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 constitutes 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.

1.3.1 Dredging

1.3.1.1 General

Measurement and payment for Dredging will be made of the volume of material removed by dredging within the Dredging Prism as shown and in accordance with this Section. Dredging Prism is: the required dredging prism covering the project depth and width dimensions; and side slopes exclusive of overdepth. Reference is made to the BID SCHEDULE which itemizes the estimated quantities of materials indicated in the dredging prism and will be the basis for variations in estimated quantities.

1.3.1.2 Payment

Payment for Dredging will be made at the applicable contract price which payment shall constitute full compensation for dredging (whether hard or soft), coordination with Quality Assurance sampling and testing activities, monitoring, disposal of dredged materials at the designated disposal site, maintenance of weir/spillway, weather delays, idle time of the dredger, subcontractor's plant and attendant craft due to stoppages caused by ship traffic or debris, rubbish, foreign objects or obstructions and obstacles

SECTION 01 22 00.00 10 Page 3 found in or on the seabed, complete. Determination of final dredge quantities after having once been paid for, will not be reopened, except on evidence of collusion, fraud or obvious error. Monthly partial payments will be based on approximate quantities determined by Contractor progress, the approved Progress Schedule, and estimated quantities dredged.

Allowable Overdepth: No overdepth will be allowed for dredge elements.

1.3.1.3 Measurement

The total amount of dredged material will be measured by computing the volume between the bottom surface shown by the soundings of the Government's pre-dredge survey, and the bottom surface shown by the soundings of the Government's post-dredge survey along with the dredging prism and in accordance with the survey time frame specified herein. The plans are believed to represent conditions existing as of the survey date shown and were primarily used in the design and quantity estimates only, and are not intended to be used for measurement and payment for dredging.

Misplaced materials (including any required removal and placement), excessive overdepth dredging and material falling or drawn into the cut from beyond the side slope plane or beyond the limits indicated will be excluded from the quantities for which payment will be made. Excessive overdepth dredging is considered any dredging outside of the alowable dredging prism (including allowable overdepth) as defined above.

Commercially available software, the Triangulated Irregular Networks (TIN) made from post-processed survey soundings, representing the pre-dredge and post-dredge dredging conditions, will be used for quantity determination.

Post-processed survey soundings includes reduction of data points by binning the multi-beam data into a maximum 3.28-foot by 3.28-foot cell size, using the average of all depths recorded in the cell as representative of the depth of cell center for computation purposes. The method of reducing the survey sounding data, including the cell size and the cell representative depth, is subject to change by the Contracting Officer. The dredging prism shall be subtracted from the TINs, and the pre-dredge difference minus the post-dredge difference will represent the quantity dredged. For dredge elements, or portions thereof, physically below other dredge elements, the neat-lines shown on the drawings will be used for the pre-dredge surface of dredge elements.

1.3.1.4 Unit of Measure

Unit of measure: cubic yard.

1.3.2 Debris Removal

1.3.2.1 General

Measurement and payment for debris removal will be made for the tonnage of debris removed by mechanical dredging within the Dredging Prism as shown and in accordance with this Section. Dredging Prism is: the required dredging prism covering the project depth and width dimensions and side slopes exclusive of overdepth. Reference is made to the BID SCHEDULE which itemizes the estimated quantities of materials indicated in the dredging prism and will be the basis for variations in estimated quantities. See paragraph ARTIFICIAL OBSTRUCTIONS of Section 35 20 23 for more information about the locations and the nature of anticipated debris.

SECTION 01 22 00.00 10 Page 4

1.3.2.2 Payment

Payment for debris will be made at the applicable contract price which shall constitute full compensation for debris removal, including removal and disposal of debris, rubbish, foreign objects or obstructions and obstacles found in or on the seabed. Monthly partial payments will be based on approximate quantities determined by Contractor progress, the approved Progress Schedule, and estimated debris quantities removed.

1.3.2.3 Measurement

The amount of debris removed will be measured for payment by the ton by certified weight scale tickets furnished by a public weigh master provided for each truckload to the nearest 0.1 ton, and the final quantity of each truckload will be rounded to the nearest whole ton. A copy of the Weight Scale Certification shall be furnished from the regulatory agency attesting to the scale's accuracy. Scales shall be of sufficient length to permit simultaneous weighing all axle loads and shall be inspected, tested and sealed as directed to assure accuracy with 0.5 percent throughout the range of the scales.

1.3.2.4 Unit of Measure

Unit of measure: ton.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used -- End of Section --

SECTION 01 22 00.00 10 Page 5

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/08

PART 1 GENERAL

1.1 SUBMITTALS

1.2 PROGRESS AND COMPLETION PICTURES

1.3 SUPERVISION

1.4 PRECONSTRUCTION CONFERENCE

1.4.1 Scheduling

1.4.2 Purpose

1.4.3 Discussion Items

1.5 1.3 OTHER MEETINGS DURING THE CONTRACT

1.6 MINUTES OF MEETINGS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/08

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

Progress and completion pictures

1.2 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions during dredging operations.

Provide during the first month and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color 1200 dpi minimum resolution in JPEG file format showing the work. Take a minimum of 20 digital photographs of the Dredge and on Craney Island, about 10-each .

Show clean water leaving Craney Island spillways and show the inflow at the outfall pipe and material building up at the outfall. Submit two sets of digital photographs each set on a separate CD-R, in the first and last month of the project. Include on the second CD all photos taken. Indicate Include photographs demonstrating environmental procedures. Photographs for the two months shall be in a separate monthly directory and each file shall be named to indicate its subject, location and direction in which the camera is looking. All file names shall include a date designator. Cross reference submittals in the appropriate daily report. Photographs shall be provided for unrestricted use by the Government.

1.3 SUPERVISION

Have at least one qualified supervisor capable of reading, writing, and conversing fluently in the English language on the job site during working hours. In addition, the Contractor Quality Control (QC) representative shall also have fluent English communication skills.

1.4 PRECONSTRUCTION CONFERENCE

1.4.1 Scheduling

After award of the construction contract and prior to the start of any construction work, the Contracting Officer (CO) will schedule and conduct an initial preconstruction conference. Subsequent preconstruction conferences will be required and scheduled by the CO 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

SECTION 01 30 00 Page 2 held at a location and time as specified by the CO.

1.4.2 Purpose

The purpose of this preconstruction conferences is to enable the CO 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 CO may invite other Government personnel involved in the work to attend this conference.

1.4.3 Discussion Items

The following is a sample list of items for discussion during the preconstruction conference; however, the Contracting Officer 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.

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.

SECTION 01 30 00 Page 3

t. Contractor's Submittal Register.

u. Contractor's Survey and Information Reporting Procedures.

v. Contractor's Quality Control Plan and Activity Hazard Analysis, special emphasis to coordinate the proposed work procedures of the Contractor and the associated procedures the Contractor intends to employ to protect the public and comply to safety requirements.

w. Location of dredge material disposal (discharge location).

x. Location of Debris Transfer Area. Specifically designated area will be furnished by the Government if the Contractor chooses to utilize the Craney Island facility to haul the debris off-site for disposal.

1.5 1.3 OTHER MEETINGS DURING THE CONTRACT

Other meetings, i.e. weekly progress 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.

1.6 MINUTES OF MEETINGS

The Government will prepare minutes of all meetings.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

SECTION 01 30 00 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01

PROJECT SCHEDULE

07/11

PART 1 GENERAL

1.1 QUALIFICATIONS

1.2 SUBMITTALS

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 PROGRESS SCHEDULE

3.3 PROGRESS SCHEDULE FORMAT

3.3.1 Level of Detail Required

3.3.2 Activity Durations

3.3.3 Government Activities

3.3.4 Responsibility

3.3.5 Work Areas

3.3.6 Constraint of Last Activity

3.4 UPDATED SCHEDULES

SECTION 01 32 01 Page 1

SECTION 01 32 01

PROJECT SCHEDULE

07/11

PART 1 GENERAL

1.1 QUALIFICATIONS

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

1.2 SUBMITTALS

The Contractor shall make submittals for the following listed reports and certificates as required by the specifications. The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work. Units of weights and measures used on all submittals shall be the same as those used in the contract drawings. Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Prior to submittal, all items shall be checked and approved by the Contractor's Quality Control (CQC) representative and each item shall be stamped, signed, and dated by the CQC representative indicating action taken in accordance with SECTION 01 45 00. 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

Progress Schedule; G

Prior to commencement of dredging, submit a copy of Progress Schedule to Contracting Officer indicating the measures and processes the Contractor will employ to produce an end product that complies with the contract requirements.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Pursuant to the CONTRACT CLAUSE, SCHEDULE FOR CONSTRUCTION CONTRACTS, a project Progress Schedule as described below and specified in the CONTRACT CLAUSES shall be prepared. 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. The approved Project Schedule shall be used to measure the progress of the work, to aid in evaluating time extensions, and to provide the basis of all progress payments as applicable.

SECTION 01 32 01 Page 2

3.2 PROGRESS SCHEDULE

The Contractor shall submit his Progress Schedule to the Contracting Officer for approval at the Pre-Construction Conferences specified in SECTION 01 30 00. The Progress Schedule shall be prepared 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 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 PROGRESS SCHEDULE FORMAT

Any computer software utilized by the Contractor to produce the Project Schedule shall be capable of providing all requirements of this specification. Failure of the Contractor to meet the requirements of this specification shall result in the disapproval of the schedule.

3.3.1 Level of Detail Required

The Project Schedule shall include an appropriate level of detail. Failure to develop or update the Project Schedule or provide data to the Contracting Officer at the appropriate level of detail, as specified herein and directed by the Contracting Officer, shall result in the disapproval of the schedule. The Contracting Officer shall use as a minimum, but is not limited to, the following conditions to determine the appropriate level of detail to be used in the Project Schedule:

3.3.2 Activity Durations

Contractor submissions shall follow the direction of the Contracting Officer regarding reasonable activity durations. Reasonable durations are those that allow the progress of activities to be accurately determined between payment periods (usually less than 2 percent of all non-procurement activities' Original Durations are greater than 20 days).

3.3.3 Government Activities

Government and other agency activities that could impact progress shall be shown. These activities include, but are not limited to:

a. Required Contractor submittals for Government approval

b. Inspections required by the contract.

c. Governmnet Hydrographic Surveys for Payment

SECTION 01 32 01 Page 3

3.3.4 Responsibility

All activities shall be identified in the project schedule by the party responsible to perform the work. Responsibility includes, but is not limited to: subcontractors, contractor's work force, and government personnel or agency performing a given task. Activities shall not belong to more than one responsible party. The responsible party for each activity shall be identified by a designated Responsibility Code.

3.3.5 Work Areas

All activities shall be identified in the project schedule by the work area in which the activity occurs. Activities shall not be allowed to cover more than one work area. The work area of each activity shall be identified by a designated Work Area Code.

3.3.6 Constraint of Last Activity

Completion of the last activity in the schedule shall be constrained by the contract completion date. Calculation on project updates shall be such that if the early finish of the last activity falls after the contract completion date, then the float calculation shall reflect a negative float on the critical path. The Contractor shall 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 completion date for the project, and a zero day duration.

3.4 UPDATED SCHEDULES

Update of the Progress Schedule shall be at weekly intervals or when the construction schedule has been revised. Reflect any changes occurring since the last update and certify by signature of the Contractor's Quality Control Officer and submit to the Contracting Officer as specified.

SECTION 01 32 01 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

02/09

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

1.1.2 Approving Authority

1.1.3 Work

1.2 SUBMITTALS

1.3 SUBMITTAL CLASSIFICATION

1.3.1 Government Approved

1.3.2 Information Only

1.4 PREPARATION

1.4.1 Transmittal Form

1.5 INFORMATION ONLY SUBMITTALS

1.6 VARIATIONS / SUBSTITUTION REQUESTS

1.6.1 Considering Variations

1.6.2 Proposing Variations

1.6.3 Warranting That Variations Are Compatible

1.6.4 Review Schedule Is Modified

1.7 SUBMITTAL REGISTER

1.8 SCHEDULING

1.9 GOVERNMENT APPROVING AUTHORITY

1.10 DISAPPROVED OR REJECTED SUBMITTALS

1.11 APPROVED/ACCEPTED SUBMITTALS

1.12 WITHHOLDING OF PAYMENT

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

SECTION 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

02/09

PART 1 GENERAL

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 are to be the same as those used in the contract drawings.

Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Contractor's Quality Control (CQC) System Manager to check and approve all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within submittals 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 are to be scheduled and made prior to the acquisition of the material or equipment covered thereby. Picked up and disposed of in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations samples remaining upon completion of the work.

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to a notice to proceed. Submittals required prior to the start of the next major phase of the construction on a multi-phase contract. Schedules or tabular list of data or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work, submitted prior to contract notice to proceed or next major phase of construction.

Certificates of insurance Surety bonds List of proposed subcontractors List of proposed products Construction Progress Schedule Progress Schedule (NAS)

SECTION 01 33 00 Page 2

Submittal register Health and safety plan Dredging and dredge material placement plan Quality control(QC) plan Environmental protection plan

SD-02 Shop Drawings

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

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

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

SD-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. (Testing must have been within three years of date of contract award for the project, unless otherwise indicated.)

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 logs and 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 manufacturer, 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.

SD-11 Closeout Submittals

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

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.1.2 Approving Authority

Office or designated person authorized to approve submittal.

1.1.3 Work

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

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. 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 this section.

SD-01 Preconstruction Submittals

Submittal register; G

1.3 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.3.1 Government Approved

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

Within the terms of the Contract Clause entitled "Specifications and Drawings for Construction," they are considered to be "shop drawings."

1.3.2 Information Only

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.

1.4 PREPARATION

1.4.1 Transmittal Form

Use the attached sample transmittal form (ENG Form 4025) for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Exercise special care to ensure proper listing of the

SECTION 01 33 00 Page 4 specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.5 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.

1.6 VARIATIONS / SUBSTITUTION REQUESTS

Variations from contract requirements require Government approval pursuant to contract Clause FAR 52.236-21 and will be considered where advantageous to Government.

1.6.1 Considering Variations

Discussion with Contracting Officer prior to submission, will help ensure functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal

(VECP).

Specifically point out variations from contract requirements in transmittal letters. Failure to point out deviations may result in the Government requiring rejection and removal of such work at no additional cost to the Government.

1.6.2 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 savings. In addition to documentation required for variation, include the submittals required for the item. Clearly mark the proposed variation in all documentation.

Check the column "variation" of ENG Form 4025 for submittals which include proposed deviations requested by the Contractor. 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.

1.6.3 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.

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1.6.4 Review Schedule Is Modified

In addition to normal submittal review period, a period of 10 working days will be allowed for consideration by the Government of submittals with variations.

1.7 SUBMITTAL REGISTER

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 CQC 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 01 30 00.

1.8 SCHEDULING

Schedule and submit concurrently submittals covering component items forming a system or items that are interrelated. Include certifications to be submitted with the pertinent drawings at the same time. No delay damages or time extensions will be allowed for time lost in late submittals.

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 resubmittal of requirements.

b. Submittals called for by the contract documents will be listed on the register. If a submittal is called for but does not pertain to the contract work, the Contractor is to include the submittal in the register and annotate it "N/A" with a brief explanation.

Approval by the Contracting Officer does not relieve the Contractor of supplying submittals required by the contract documents but which have been omitted from the register or marked "N/A".

c. Re-submit register and annotate monthly by the Contractor with actual submission and approval dates. When all items on the register have been fully approved, no further re-submittal is required.

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

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1.9 GOVERNMENT APPROVING AUTHORITY

When approving authority is Contracting Officer, the Government will:

a. Note date on which submittal was received.

b. Review submittals for approval within scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

c. Identify returned submittals with one of the actions defined in paragraph entitled "Review Notations" and with markings appropriate for action indicated.

Upon completion of review of submittals requiring Government approval, stamp and date approved submittals. Four (4) copies of the approved submittal will be retained by the Contracting Officer and two (2) copies of the submittal will be returned to the Contractor. If the Government performs a conformance review of other Designer of Record approved submittals, the submittals will be so identified and returned, as described above.

1.10 DISAPPROVED OR REJECTED SUBMITTALS

Contractor shall make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications; notice as required under the clause entitled, "Changes" is to be given to the Contracting Officer. Contractor is responsible for the dimensions and design of connection details and construction of work.

Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense.

If changes are necessary to submittals, the Contractor shall make such revisions and submission of the submittals in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

1.11 APPROVED/ACCEPTED SUBMITTALS

The Contracting Officer's approval or acceptance of submittals is not be construed as a complete check, and indicates only that the general method of construction, materials, detailing and other information are satisfactory. Approval or acceptance 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 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 or accepted by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.12 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

SECTION 01 33 00 Page 7 the work, will not be made if required approvals for all parts of the scheduled work have not been obtained.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

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

CIEE Pre-Dredging, Stage 1A

01 22 00.00 10 SD-07 Certificates

1.3.2.3 GWeight Scale Certification

01 30 00 SD-01 Preconstruction Submittals 1.2Progress and completion pictures

01 32 01 SD-01 Preconstruction Submittals

3.2 GProgress Schedule

01 33 00 SD-01 Preconstruction Submittals

1.7 GSubmittal register

01 35 26 SD-01 Preconstruction Submittals

1.6 GAccident Prevention Plan (APP)

1.7 GActivity Hazard Analysis (AHA)

1.6.1 GCrane Critical Lift Plan

1.5.1.3 GCrane Operators

SD-06 Test Reports 1.11Reports 1.11.1Accident Reports 1.11.3Crane Reports

SD-07 Certificates 1.11.4Certificate of Compliance

01 45 00.00 10 SD-01 Preconstruction Submittals

3.2 GContractor Quality Control (CQC)

Plan SD-11 Closeout Submittals

3.8Daily Quality Control Reports 01 57 20.00 10 SD-01 Preconstruction Submittals

1.8 GEnvironmental Protection Plan

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

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

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

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

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

01 57 20.00 10 SD-06 Test Reports 3.12.1.2Upland Placement Area Effluent

35 20 23 SD-01 Preconstruction Submittals 1.13.1Dredging…