2022-08-15 AOC Phase 1 Industry Day_DRAFT_ SPECS.pdf

ATLANTIC OCEAN

CHANNEL DEEPENING

SPECIFICATIONS

VIRGINIA BEACH, VIRGINIA August 15, 2022

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ICITA

TION

Technical Specifications

Division 0 00 01 15

Division 1 01 11 00

01 22 00 01 30 00 01 32 01.00 10 01 33 00 01 35 26 01 35 30 01 42 00 01 45 00.00 10 01 45 00.15 10 01 57 20.00 10 01 57 40

Division 31 31 00 00

Division 35 35 20 23 35 20 23.13

35 20 23.23

Appendices Appendix A

Appendix B

Appendix C

Appendix D

List of Drawings

Summary of Work Measurement and Payment Administrative Requirements Project Schedule Submittal Procedures Government Safety Requirements Munitions and Explosives of Concern (MEC) Construction Support Sources for Reference Publications Quality Control Resident Management System Contractor Mode Environmental Protection Equipment and Procedures for Protecting Endangered Species

Earthwork

Dredging National Dredging Quality Management Program Scow – Monitoring Profile National Dredging Quality Management Program Hopper Dredge

Biological Opinion

Dam Neck Ocean Disposal Site Environmental Protection Agency Final MPRSA Section 103 Evaluation and EPA Concurrence Letter, March 10, 2022

Geotechnical Summary Report

Sample Forms

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Appendix E Dam Neck Ocean Disposal Site – Site Management and Monitoring Plan

Appendix F WRD-01

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Atlantic Ocean Channel 2022ATLANTICOC

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

1.2 CONTRACT DRAWINGS

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DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

SHEET NO. TITLE

1 TITLE SHEET

2 LOCATION MAP

3 LEGEND AND GENERAL NOTES

4 ATLANTIC OCEAN CHANNEL

5 ATLANTIC OCEAN CHANNEL (CONTD.)

6 ATLANTIC OCEAN CHANNEL (CONTD.)

7 ATLANTIC OCEAN CHANNEL (CONTD.)

8 ATLANTIC OCEAN CHANNEL (CONTD.)

9 ATLANTIC OCEAN CHANNEL (CONTD.)

10 ATLANTIC OCEAN CHANNEL (CONTD.)

11 ATLANTIC OCEAN CHANNEL (CONTD.)

12 ATLANTIC OCEAN CHANNEL (CONTD.)

13 ATLANTIC OCEAN CHANNEL (CONTD.)

14 ATLANTIC OCEAN CHANNEL (CONTD.)

15 DAM NECK OCEAN DISPOSAL SITE (DNODS)

16 DAM NECK OCEAN DISPOSAL SITE (DNODS) (CONTD.)

17 CRANEY ISLAND DREDGED MATERIAL MANAGEMENT AREA (CIDMMA)

18 GENERAL NOTES AND LOCATION PLAN

19 OVERALL PLAN

20 EXISTING CONDITIONS

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21 SUMMARY OF WORK

22 TRAINING DIKE BASELINE AND LAYOUT PLAN

23 PERIMETER DIKE BASELINE LAYOUT

24 TRAINING DIKE BASELINE LAYOUT AND CROSS-SECTIONS

25 NORTH AND EAST PERIMETER DIKE CROSS-SECTIONS

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DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.2 Location

1.1.3 Seasonal Restrictions

1.2 SEQUENCE OF WORK

1.3 Special Requirements for Craney Island Dredged Material Management

Area

1.3.1 Personnel Restrictions

1.3.2 Transportation Restrictions

1.4 COOPERATION WITH USING AGENCY AND OTHER CONTRACTORS

1.5 HISTORICAL AND ARCHAEOLOGICAL FINDS

PART 2 PRODUCTS

PART 3 EXECUTION

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SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work at the Atlantic Ocean Channel consists of deepening dredging the Atlantic Ocean Channel to a required depth of -59 feet MLLW. One (1) foot of overdepth dredging will be allowed as part of the contract dredging pay prism. Dredged material placement within Dam Neck Ocean Disposal Site (DNODS) is associated with base scope of work. Dredged material placement within the Craney Island Dredged Material Management Area (CIDMMA) shall be dependent on award of optional bid items. The optional work also includes containment area earthwork construction and maintenance at the

CIDMMA.

1.1.2 Location

The work is located at the Atlantic Ocean Channel in Hampton Roads, Virginia.

1.1.3 Seasonal Restrictions

Seasonal restrictions of hopper dredging operations will apply for this contract. No hopper dredging shall occur between the dates of September 1 and November 14 due to seasonal migration of endangered species.

1.2 SEQUENCE OF WORK

Work under the optional scope of work includes earthwork consisting of construction and maintenance of a containment area within the North Cell of the CIDMMA. This work will be accomplished prior to and concurrent with the dredging portions of the contract. Work under this contract also includes both maintenance dredging and new work dredging of the Atlantic Ocean Channel. Placement at the CIDMMA in the contractor constructed containment area shall be dependent on award of optional bid items. The Contracting Officer may direct placement to the Dam Neck Ocean Disposal Site under the base scope of work if material is not determined to be suitable for beneficial use at the CIDMMA under the optional scope of work.

A single Notice to Proceed (NTP) will be issued. The NTP will direct the Contractor to proceed with all work associated with Bid Schedule.

1.3 Special Requirements for Craney Island Dredged 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. It is also included in Appendix F of these specifications. 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

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use is prohibited.

1.3.1 Personnel Restrictions

Personnel working at Craney Island are limited to the immediate site areas where work is to be performed and shall not enter buildings or facilities not involved in the work. All employees of the Contractor will be subject to all rules and regulations of the Craney Island Dredged Material Management Area which pertain to personnel.

1.3.2 Transportation Restrictions

Craney Island is served by an all weather surfaced road network, except at the diked placement area which is compacted earth. Roads within the Craney Island reservation proposed to be used by the Contractor shall be subject to prior approval of the Facility Manager and such roads, if used, shall be maintained throughout construction and restored to as good condition as existed prior to their use. Other roads may be used only with the approval of the Facility Manager. The Contractor shall keep all roads free of mud and other foreign materials resulting from his operations. All temporary construction shall be removed and the affected areas restored to their original condition. The Contractor's vehicles shall at no time follow a vehicle closer than 50 feet, and all vehicles shall pull off the road and come to a complete stop when meeting emergency vehicles and vehicles with flashing lights. Craney Island speed limits and traffic controls shall be observed. All costs for the use of existing transportation facilities, and for the removal of temporary construction and subsequent restoration, shall be borne by the Contractor.

1.4 COOPERATION WITH USING AGENCY AND 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. 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, it shall be brought to the attention of the Contracting Officer (CO), and the CO's decision shall be final. Also, prior to completion of work under this contract, members of the Using Agency may be performing work or occupying facilities on or adjacent to the area. The Contractor shall arrange his plant and shall schedule and perform this work while effectively cooperating with all other Contractors and Government agencies. 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 in the Rehandling Basin during this contract

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

Earthwork contract for raising of the perimeter dikes at the CIDMMA. The contractor shall anticipate dump trucks, excavators, and other heavy equipment operating along the perimeter dikes.

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1.5 HISTORICAL AND ARCHAEOLOGICAL FINDS

Federal legislation provides for the protection, preservation, and collection of scientific, prehistoric, historical, and archaeological data, including relics and specimens which might otherwise be lost due to alteration of the terrain or building features as a result of any Federal construction project. Should the Contractor, or any of the Contractor's employees, or parties operating or associated with the Contractor, in the performance of this contract discover evidence of possible scientific, prehistoric, historical, or archaeological data, the Contractor shall immediately cease work at that location, avoid further disturbance, and notify the Contracting Officer, giving the location and nature of the findings. The Contractor shall forward written confirmation to the Contracting Officer as directed. The Contractor shall exercise care so as not to disturb or damage artifacts or fossils uncovered during excavation operations, and the Contractor shall provide such cooperation and assistance as may benecessary to preserve the findings for removal or other disposition. Any person who, without permission, injures, destroys, excavates, appropriates, or removes any historical or prehistoric artifact, object of antiquity, or archaeological resource on the public lands of the United States is subject to arrest and penalty of law. Where appropriate by reason of discovery, the Contracting Officer may order delays in the time of performance or changes in the work, or both. If such delays or changes are ordered, an equitable adjustment will be made in the contract in accordance with the applicable clauses of the contract.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

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DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

05/08

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 SINGLE JOB PAYMENT ITEMS

1.3.1 Payment Item No. 1001 Mobilization and Demobilization for

Placement at Dam Neck Ocean Disposal Site

1.3.1.1 Mobilization

1.3.1.2 Demobilization

1.3.2 Optional Payment Item No. 1005 Mobilization and Demobilization for Placement at Craney Island Dredged Material Management Area

1.3.2.1 Mobilization

1.3.2.2 Demobilization

1.3.3 Optional Payment Item No. 1006 Containment Area Earthwork

1.4 UNIT PRICE PAYMENT ITEMS

1.4.1 Payment Item No. 1002 Dredging Atlantic Ocean Channel to -59

Feet

1.4.2 Optional Payment Item No. 1007 CIDMMA Placement for Dredged

Material from Stations 1880+00 to 1942+00

1.4.3 Optional Payment Item No. 1008 CIDMMA Placement for Dredged

Material from Stations 1942+00 to 1960+00

1.4.4 Optional Payment Item No. 1009 CIDMMA Placement for Dredged

Material from Stations 1960+00 to 1978+00

1.4.5 Payment Item No. 1003 Turtle Trawling

1.4.6 Payment Item No. 1004 Live Sea Turtle Take and Rehabilitation

1.4.7 Optional Payment Item No. 1010 Live Sea Turtle Take and

Rehabilitation

1.4.8 Optional Payment Item No. 1011 Contracting Officer Directed

Standby Time

1.5 MISPLACED MATERIAL

1.6 EXCESSIVE DREDGING

1.7 MONTHLY PARTIAL PAYMENTS

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

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SECTION 01 22 00

MEASUREMENT AND PAYMENT

05/08

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

1.2 SUBMITTALS

Not Used.

1.3 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, shall be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, 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. 1001 Mobilization and Demobilization for Placement at Dam Neck Ocean Disposal Site

All costs connected with the mobilization and demobilization, inclusive of additional remobilizations and demobilizations for seasonal restriction windows, of the Contractor's plant and equipment for dredging Atlantic Ocean Channel and overboard placement at the Dam Neck Ocean Disposal Site (DNODS) are included in this bid 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.

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1.3.1.1 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, and other like equipment and machinery.

b. All initial installation of pipe

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

1.3.1.2 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.

1.3.2 Optional Payment Item No. 1005 Mobilization and Demobilization for Placement at Craney Island Dredged Material Management Area

All costs connected with the mobilization and demobilization (beyond CLIN 1001), inclusive of additional remobilizations and demobilizations for seasonal restriction windows, of the Contractor's plant and equipment for the placement of dredged material at Craney Island Dredged Material Management Area (CIDMMA) are included in this bid 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.

1.3.2.1 Mobilization

Mobilization shall include all Contractor costs for operations accomplished prior to CIDMMA dredged material placement operations; this shall include site preparation; transfer of attendant plant and equipment to site; placement site inspection; and any other associated work that is necessary in advance of actual dredging operations.

1.3.2.2 Demobilization

Demobilization shall include demobilization of all equipment, restoration of original site conditions, and cleanup of the Contractor's staging area.

1.3.3 Optional Payment Item No. 1006 Containment Area Earthwork

This bid item includes payment for "Containment Area Earthwork" and shall be made as a "Job" price accepted by the Government as detailed in the

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contract drawings and specifications. This line item shall include mobilization and demobilization for all earthwork activities. Work at the Craney Island Dredged Material Management Area included in this bid item involves construction and maintenance of the training dike system shown in the North Cell and also identified in the drawings. During placement operations, containment area work will include transport, excavation, and mixing of materials; construction and maintenance of the training dike system during dredged material placement operations to ensure sandy dredged material remains confined within the training dike system. All methods, material and labor required to construct this item in accordance with plans and specifications shall be all inclusive and complete. All slopes, grades, and elevations shall be maintained for the duration of the contract. All work and quantities shall be verified and approved by the Contracting Officer's Representative.

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 No. 1002 Dredging Atlantic Ocean Channel to -59 Feet

Dredging of Atlantic Ocean Channel will be to a required depth of -59 feet MLLW. One foot of overdepth will be allowed. Payment to be made for all costs associated with dredging shall include the cost of removal and placement of material at DNODS as indicated and specified, 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 before dredging as specified in paragraph "Before Dredging Surveys" of SECTION 35 20 23. 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 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 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

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error.

Should any shoals, lumps, or other lack of contract depth be disclosed by the After Dredging Survey results, the Contractor will be required to remove same by dredging at the contract rate regardless of method(s) used for clean up. At the contractor's option, it will be allowed to perform mechanical dredging for clean up of shoals and lumps to meet the contract's depth requirements. See specifications Section 35 20 23

DREDGING.

1.4.2 Optional Payment Item No. 1007 CIDMMA Placement for Dredged Material from Stations 1880+00 to 1942+00

Payment to be made for this item includes all additive unit costs beyond that included in CLIN 1002 above, associated with material dredged from stations 1880+00 to 1942+00 with placement at the CIDMMA, including additional transport of the dredged material prior to pump out, screening of material at the pipeline discharge end, Ordnance and Expolsives Safety Specialist work, and all other associated costs.

1.4.3 Optional Payment Item No. 1008 CIDMMA Placement for Dredged Material from Stations 1942+00 to 1960+00

Payment to be made for this item includes all additive unit costs beyond that included in CLIN 1002 above, associated with material dredged from stations 1942+00 to 1960+00 with placement at the CIDMMA, including additional transport of the dredged material prior to pump out, screening of material at the pipeline discharge end, Ordnance and Expolsives Safety Specialist work, and all other associated costs.

1.4.4 Optional Payment Item No. 1009 CIDMMA Placement for Dredged Material from Stations 1960+00 to 1978+00

Payment to be made for this item includes all additive unit costs beyond that included in CLIN 1002 above, associated with material dredged from stations 1960+00 to 1978+00 with placement at the CIDMMA, including additional transport of the dredged material prior to pump out, screening of material at the pipeline discharge end, Ordnance and Expolsives Safety Specialist work, and all other associated costs.

1.4.5 Payment Item No. 1003 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.

1.4.6 Payment Item No. 1004 Live Sea Turtle Take and Rehabilitation

Live Sea Turle Takes will be categorized into one of three levels (1, 2, or 3) by VAQS that have predetermined costs. These levels, in ascending order of anticipated costs, are:

Level One: Live Response, Traumatic Fatal Injuries Level One is defined as a live entrained sea turtle that is transferred to

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the VAQS and is euthanized or dies within 48 hours due to the severity of the injuries resulting from the dredge. 2023 Cost: $1,335

Level Two: Mild to Moderate Traumatic Injuries, Live Response, Rehabilitation, and Release Level Two is defined as a live entrained sea turtle that is transferred to the VAQS with mild to moderate injuries. Injuries associated with this tier are estimated to require up to one year in rehabilitation prior to release. Associated injuries may include but are not limited to: scrapes, cuts, lesions, broken bones associated with mild to moderate trauma. 2023 Cost: $13,849

Level Three: Severe Traumatic Injuries, Live Response, Rehabilitation, and Release Level Three is defined as a live entrained sea turtle that is transferred to the VAQS with severe injuries. Injuries associated with this tier are estimated to require over one year in rehabilitation prior to release.

Associated injuries may include but are not limited to: penetrating or crushing wounds, spinal injuries, broken bones associated with severe trauma. 2023 Cost: $54,262

The Contractor shall be responsible for all costs associated with the rehabilitation of live sea turtle dredge takes. The rehabilitation costs have been coordinated between the Government and VAQS and are based on the Level into which the injury is categorized as specified above. The Contractor shall submit the invoice from VAQS to the Contracting Officer and USACE sea turtle coordinators within 7 days of receipt. Within 30 days of receiving the invoice, the Contractor shall submit payment to VAQS. The Contractor shall submit to the Contracting Officer and USACE sea turtle coordinators the Contractor's proof of payment of invoice from VAQS. The government shall reimburse the Contractor for the payment submitted to VAQS after proof of payment of the invoice is received.

1.4.7 Optional Payment Item No. 1010 Live Sea Turtle Take and Rehabilitation

This optional payment item will be exercised if the funds in the base bid Payment Item No. 1005 Live Sea Turtle Take and Rehabilitation are exhausted.

The Contractor shall follow all the same guidance found under payment item No. 1005 for this optional item.

1.4.8 Optional Payment Item No. 1011 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.

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

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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.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

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DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

PART 1 GENERAL

1.1 SUBMITTALS

1.2 PRECONSTRUCTION CONFERENCE

1.2.1 Scheduling

1.2.2 Purpose

1.2.3 Discussion Items

1.3 OTHER MEETINGS DURING THE CONTRACT

PART 2 PRODUCTS

PART 3 EXECUTION

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SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

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 Contractor Quality Control approval. 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

The Contractor shall send the Contracting Officer an e-mail stating that the project areas have been reviewed and scope of work is understood.

Submit a list of Contact Personnel and their phone numbers and e-mail addresses.

1.2 PRECONSTRUCTION CONFERENCE

1.2.1 Scheduling

After award of the construction contract and prior to the start of any construction work, the Contracting Officer will schedule and conduct an initial preconstruction conference. Subsequent preconstruction conferences may 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 Contracting Officer.

1.2.2 Purpose

The purpose of the preconstruction conference(s) 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.

1.2.3 Discussion Items

The following is a sample list of items for discussion during the

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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. Plan 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, benchmark descriptions for the project

w. Contractor's Quality Control Plan

1.3 OTHER MEETINGS DURING THE CONTRACT

Other meetings may be held after the Preconstruction Conference 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

e. Coordination Meetings

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

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DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 10

PROJECT SCHEDULE

02/15

PART 1 GENERAL

1.1 SUBMITTALS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.1.1 Approved Project Schedule

3.1.2 Schedule Status Reports

3.1.3 Default Terms

3.2 BASIS FOR PAYMENT AND COST LOADING

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Progress Schedule Format

3.3.2 Level of Detail Required

3.3.2.1 Activity Durations

3.3.2.2 Procurement Activities

3.3.2.3 Critical Activities

3.3.2.4 Government Activities

3.3.2.5 Definable Features of Work Coding (FOW)

3.3.3 Scheduled Project Completion and Activity Calendars

3.3.3.1 Project Start Date

3.3.3.2 Schedule Constraints and Open Ended Logic

3.3.3.3 Early Project Completion

3.3.4 Milestones

3.4 PROJECT SCHEDULE SUBMISSIONS

3.4.1 Project Schedule Submission

3.4.2 Periodic Schedule Updates

3.4.3 Standard Activity Coding Dictionary

3.5 OWNERSHIP OF FLOAT

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SECTION 01 32 01.00 10

PROJECT SCHEDULE

02/15

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-01 Preconstruction Submittals

Project Schedule

Periodic Schedule Updates

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. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required and is the responsibility of the Contractor. Contractor management personnel shall actively participate in its development. Subcontractors and suppliers working on the project must also participate in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool.

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 plants, and to submit for approval any supplementary schedule or schedules as the

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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 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 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 a computer software system or a manual method to produce the Progress Schedule. If computer software is 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.

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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 list 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.

i. Submittal of current marine plant certification and list of recent marine plant and equipment.

j. Submission of Final Environmental Incidence Report

k. Pre-Final inspection.

l. 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 (FOW)

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 00.00 10 QUALITY CONTROL. An activity shall not have more than one Definable Feature of

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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 two open ended activities: Start Project (or NTP) with no predecessor logic and End Project with no successor logic.

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 before-dredge surveys complete; dredging complete, after-dredge surveys complete.

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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 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).

3.4.3 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.

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DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18

PART 1 GENERAL

1.1 SUBMITTAL IDENTIFICATION AND CLASSIFICATION

1.1.1 Submittal Information

1.1.2 Submittal Classification

1.2 APPROVAL OF SUBMITTALS

1.3 DISAPPROVED SUBMITTALS

1.4 WITHHOLDING OF PAYMENT

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 GENERAL

3.2 SCHEDULING

3.2.1 Submittal and Report Identification

3.3 SUBMITTAL REGISTER (ENG FORM 4288)

3.4 TRANSMITTAL FROM (ENG FORM 4025)

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SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18

PART 1 GENERAL

1.1 SUBMITTAL IDENTIFICATION AND CLASSIFICATION

The Contractor shall ensure 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 Information

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 Register 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

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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 accordance 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…