Draft_JamesRiver_Specs_IndustryDay_2025_11_18.pdf

James River DRAFT 2026JAMESRIVER

NOT FOR CONSTRUCTION

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.00 06/22 SUMMARY OF WORK

01 15 00.00 05/22 JAMES RIVER SHOAL LOCATION DRAWINGS

01 15 00.10 05/22 UPLAND PLACEMENT SITE LOCATION DRAWINGS

01 22 00.00 06/22 MEASUREMENT AND PAYMENT

01 30 00.00 05/22 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 05/22 PROJECT SCHEDULE

01 33 00.00 05/22 SUBMITTAL PROCEDURES

01 35 26.00 05/22 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 50.00 05/22 DIVING SERVICES

01 42 00 08/10 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 05/22 QUALITY CONTROL

01 45 00.15 10 11/16, CHG 2: 08/19 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 57 20.00 10/25 ENVIRONMENTAL PROTECTION

01 57 50.00 05/22 ENDANGERED SPECIES EQUIPMENT AND

PROCEDURES PIPELINE

DIVISION 31 - EARTHWORK

31 00 00.00 05/22 EARTHWORK

31 11 00.00 05/22 CLEARING AND GRUBBING

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23.00 05/08 DREDGING

35 20 23.33 23 May 2025 NATIONAL DREDGING QUALITY MANAGEMENT

PROGRAM SMALL BUSINESS PIPELINE

HYDRAULIC DREDGE

35 20 30 04/04 TABLE OF RIVER MILES JAMES RIVER

35 20 40 04/04 HISTORIC BANK HEIGHT INFORMATION FROM

PREVIOUS JAMES RIVER TASK ORDER

DREDGING CONTRACTS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

DRAFT

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.0

SUMMARY OF WORK

06/22

PART 1 GENERAL

1.1 DESCRIPTION OF JAMES RIVER AND ITS SHOALS

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 General Task Order Requirements

1.2.2 Project Description

1.3 EXISTING WORK

1.4 SALVAGE MATERIAL AND EQUIPMENT

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00.00 Page 1

SECTION 01 11 00.0

SUMMARY OF WORK

06/22

PART 1 GENERAL

1.1 DESCRIPTION OF JAMES RIVER AND ITS SHOALS

The James River is divided into the Lower James, Middle James and Upper James, and includes the following shoals:

Lower James: Rocklanding Shoal and Tribell Shoal

Middle James: Goose Hill Shoal, Dancing Point-Swann Point Shoal, Jordan Point-Harrison Bar-Windmill Point Shoal, and City Point Shoal

Upper James: Richmond Deepwater Terminal to Hopewell, Richmond Deepwater Terminal.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 General Task Order Requirements

The work to be performed under Task Orders within this IDIQ contract will be for the individual shoals as noted in the bid schedule. Task Orders will be issued by the Contracting Officer in the order they deem necessary. The associated work as noted in the bid schedule and Measurement and Payment section will be included with each Task Order issued.

The Period of Performance for each Task Order will begin at the Notice-To-Proceed. Period of Performance will be based upon an average daily production rate of 7,500 Cubic Yards per day for shoals on the Lower and Middle James River. For shoals on the Upper James River, the Period of Performance will be based upon an average daily production rate of 3,000 Cubic Yards per day. The combined mobilization and demobilization time will not exceed 21 days. Two contract days will be given to transport plant and any required equipment from a working area to subsequent shoal areas for each Task Order issued. This time shall be included in the total Task Order time to complete. Movement of equipment from Task Order location to Task Order location will be paid via river miles traveled and will be paid per the contract specifications. The Period of Performance will NOT include restricted time periods on environmental permit requirements. The designated mobilization point for this contract will be Dancing Point- Swann Point Shoal.

When a subsequent Task Order is issued during the Period of Performance of the prior Task Order, transportation of plant and equipment from one Task Order location to the next Task Order location will be paid via river miles per Payment Item No. 0006. A separate mobilization and demobilization will be paid under the following circumstances under Payment:

a. When the Contractor first commences dredging after the time of year restriction is lifted.

SECTION 01 11 00.00 Page 2

b. When a subsequent Task Order is issued after work on the previous Task Order has been substantially completed and accepted by the Government, and after the Contractor has completed demobilization from the project location as defined in Payment Item No. 0001.

c. If a second dredge plant is utilized to accomplish the required work as directed by the Contracting Officer.

A Before Dredge (BD) Survey of each dredging area will be performed upon receipt of the Contractor's advance notice for dredging.

All work specified in this contract shall be performed in accordance with the contract documents and specifications applicable to the respective Payment Items indicated and as stated in this Summary of Work. The Contractor shall begin work as soon as the Notice- to-Proceed (NTP) is given from the Contracting Officer. The Contractor shall begin performance within 10 calendar days after receiving Notice-to-Proceed.

Portions of the James River Federal Navigational Project are to be dredged to required depths up to 26 feet below Mean Lower Low Water. One foot of overdepth will be allowed. Actual dredging areas, dredging widths, and associated dredging volume will be determined based on results of the BD Surveys for each dredging area indicated. Up to two Acceptance Sections will be allowed for each shoal indicated for completion of the scheduled work. The Contractor's Dredging and Dredged Material Placement Plan and Progress Schedule shall be coordinated with this requirement for completing the scheduled work in suitable sections for timely acceptance by the Government.

1.2.2 Project Description

The Contractor shall perform the scheduled "indefinite-delivery, indefinite-quantity" (IDIQ) dredging work at various locations on the James River from Hampton Roads to the Richmond Deepwater Terminal with a hydraulic dredge and pipeline capable of dredging to depths of 30 feet below Mean Lower Low Water. The Contractor will efficiently pump dredged material at distances as far as 25,000 feet as directed by Task Orders to be issued under this contract.

The dredged material shall be placed in upland or overboard Government furnished placement area(s) as indicated on the drawings issued with each Task Orders. The Contracting Officers will direct the order of work for Task Orders to be issued under this contract and reserves the right to change required dredging depths prior to dredging.

Whenever possible, the Government will provide a schedule of proposed Task Orders with sufficient advance notice for the Contractor to plan other work under this contract.

The Contractor is advised to keep in close contact with the Norfolk District James River Project Manager and Contracting Officer's Representative regarding the status of Task Orders. It should be understood that in some cases advance notice of a Task Order may not be possible due to rapidly shoaling conditions and the need to commence dredging as soon as possible.

The Government reserves the right to dredge with Government plant or to solicit and award additional contracts for dredging areas listed as potential dredging areas in this contract. If channel depths begin to

SECTION 01 11 00.00 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00

MEASUREMENT AND PAYMENT

06/22

PART 1 GENERAL

1.1 SUBMITTALS

1.2 LUMP SUM PAYMENT ITEMS

1.2.1 Payment Item No. 0001 Mobilization and Demobilization

1.2.1.1 Mobilization

1.2.1.2 Demobilization

1.2.2 Payment Item No. 0002 Mobilization and Demobilization of

Additional Pipeline

1.2.3 Payment Item No. 0010 Upland Placement Sitework

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 Payment Item No. 0003 Dredging Lower and Middle James River

Shoals

1.3.2 Payment Item No. 0004 Dredging Upper James River Shoal, Richmond Deepwater Terminal

1.3.3 Payment Item No. 0005 Dredging Upper James River Shoals, Richmond Deepwater Terminal to Hopewell

1.3.4 Payment Item No. 0006 Transportation of Plant and Equipment from Designated Mobilization Point to Subsequent Dredging Areas

1.3.5 Payment Item No. 0007 Installation and Removal of Additional

Pipeline Greater Than the Designated Pipeline Length in the Respective Payment Item for Dredging

1.3.6 Payment Item No. 0008 Dredging Upper James River Shoals at Pipeline Lengths Exceeding 7,500 Feet Required in the Respective Payment Item for Dredging

1.3.7 Payment Item No. 0009 Dredging Lower James River Shoals at Pipeline Lengths Exceeding 10,000 Feet Required in the Respective Payment Item for Dredging

1.3.8 Payment Item No. 0011 Contracting Officer Directed Standby Time

1.4 MISPLACED MATERIAL

1.5 EXCESSIVE DREDGING

1.6 MONTHLY PARTIAL PAYMENTS

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 22 00.00 Page 1

SECTION 01 22 00.00

MEASUREMENT AND PAYMENT

06/22

PART 1 GENERAL

1.1 SUBMITTALS

(Not Used)

1.2 LUMP SUM PAYMENT ITEMS

Payment items for which contract lump sum payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular lump sum or unit price payment item, shall be included in the listed lump sum items closely associated with the work involved. The lump sum price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, 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 Payment Item No. 0001 Mobilization and Demobilization

All costs connected with the mobilization and demobilization of all of the Contractor's dredging plant and equipment (Exclusive of Payment Item No.

0002) as defined below will be paid for at the contract lump sum price for this item. Sixty percent of the lump sumprice will be paid to the Contractor upon completion of 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.

1.2.1.1 Mobilization

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

a. Transfer of dredge and attendant plant, booster pumps, bulldozers and other like equipment and machinery for site work to the designated mobilization point.

b. All initial installation of pipe.

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

SECTION 01 22 00.00 Page 2

The contract price per river mile for transportation of plant from the designated mobilization point on the James River to the first dredging area and to any subsequent dredging areas in event the Contractor is not allowed to demobilize, shall include all costs associated with the transport of the Contractor's dredge, up to 10,000 feet of pipeline, and attendant plant.

1.2.1.2 Demobilization

Demobilization shall include general preparation for transfer of plant to its home base, removal of pipelines, work site cleanup including placement area, and the transfer of plant to its home base. The Contractor shall only demobilize when all work directed in the task order(s) has been accepted by the Government. Demobilization will only be paid when the Contractor has demobilized plant, pipe and equipment downstream of River Mile 0, which is 20 miles downstream of River Mile 20.00 as identified in

SECTION 35 20 30.00 TABLE OF RIVER MILES JAMES RIVER.

1.2.2 Payment Item No. 0002 Mobilization and Demobilization of Additional Pipeline

All costs associated with the mobilization and demobilization of 15,000 feet of pipeline (additional to the lengths required in other Bid Items), exclusive of Payment Item No. 0001 to the designated mobilization point in the James River. Sixty percent of the lump sum price will be paid to the contractor upon completion of mobilization of the additional pipeline to the work site. The remaining forty percent will be paid to the Contractor upon completion of demobilization.

1.2.3 Payment Item No. 0010 Upland Placement Sitework

This payment item is for routine minor upland placement site work as indicated and specified, not to include raising dike elevations or changing the existing dike geometry. Minor upland placement site work includes necessary earthwork to re- establish existing dike crest elevations and dressing of dike slopes to re-establish grades. Clearing and grubbing, drainage, and de-vegetation to the extent required to promote positive flow of dredge pipe effluent from the dredge pipe to the spillways. Additional work shall include preparing and boarding the spillways to promote adequate ponding in front of the spillway to satisfy State water quality requirements for effluent water leaving the upland placement site.

All spill boxes, equipment, and associated access ways shall adhere to the most recent edition of EM-385-1-1 in regards to safety and fall protection. In addition to the requirements established in EM-385-1-1 , all spill boxes, equipment, and associated access ways shall be modified or repaired as needed to comply with the requirements established in the Sluice Structure Inspection Report dated June 2021, included as an Appendix to SECTION 31 00 00.00 EARTHWORK.

1.3 UNIT PRICE PAYMENT ITEMS

Payment items for which 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, equipment, and performing any associated Contractor quality control, environmental protection, meeting

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

1.3.1 Payment Item No. 0003 Dredging Lower and Middle James River Shoals

Payment to be made for all costs associated with dredging the Lower and Middle James River Shoals in a respective Task Order shall include the cost of removal and placement of material as indicated and specified, including a combined total of up to 10,000 feet of pipeline, 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 determining the volume within the dredging prism as defined by the before dredging survey, and then subtracting the volume within the dredging prism as defined by the after dredging survey. The before dredging survey is defined as the latest survey made before the start ofdredging and the after dredging survey is defined as the survey 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 23.00 DREDGING, less any deductions that may be required for misplaced material described in subparagraph "Misplaced Material," below.

New soundings will be taken before dredging and will constitute the Before Dredging Survey. 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 Contractor's operations that might occur during the period between the surveys before dredging and the surveys for acceptance of the work. See dredge material bank height table in SECTION 35 20 40.00 .

Computations for payment purposes will be made by the Government using, as defined in 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, and utilize electronic data processing software and machines for the calculations. Determination of quantities removed to be paid for in the areas specified, after having once been made, will not be reopened except on evidence of collusion, fraud, or obvious error.

1.3.2 Payment Item No. 0004 Dredging Upper James River Shoal, Richmond Deepwater Terminal

Payment to be made for all costs associated with dredging Upper James River Shoal at Richmond Deepwater Terminal in a respective Task Order shall include the cost of removal and placement of material as indicated and specified, including a combined total of up to 7,500 feet of pipeline, 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 determining the volume within the dredging prism as defined by the before dredging survey and then subtracting the volume within the dredging prism as defined by the after dredging survey. The before dredging survey is defined as the latest survey made before the start of dredging and the after dredging survey is defined as the survey made as soon as practicable after the work has been completed.

SECTION 01 22 00.00 Page 4

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 23.00 DREDGING, less any deductions that may be required for misplaced material described in subparagraph "Misplaced Material," below.

New soundings will be taken before dredging and will constitute the Before Dredging Survey. 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. See dredge material bank height table in SECTION 35 20 40.00 .

Computations for payment purposes will be made by the Government using, as defined in 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, and utilize electronic data processing software and machines for the calculations.

Determination of quantities removed to be paid for in the areas specified, after having once been made, will not be reopened except on evidence of collusion, fraud, or obvious error.

1.3.3 Payment Item No. 0005 Dredging Upper James River Shoals, Richmond Deepwater Terminal to Hopewell

Payment to be made for all costs associated with dredging Upper James River Shoals from Richmond Deepwater Terminal to Hopewell in a respective Task Order shall include the cost of removal and placement of material as indicated and specified, including a combined total of up to 7,500 feet of pipeline, exclusive of the mobilization and demobilization as defined above.

The total amount of material removed and to be paid for under this payment will be measured by determining the volume within the dredging prism as defined by the before dredging survey and then subtracting the volume within the dredging prism as defined by the after dredging survey. The before dredging survey is defined as the latest survey made before the start of dredging and the after dredging survey is defined as the survey made as soon as practicable after the work has been completed.

The volume for measurement and payment shall include the material within limits of overdepth and side slopes described in paragraph "Required Dredging Prism, Overdepth, and Side Slopes" of SECTION 35 20 23.00 DREDGING, less any deductions that maybe required for misplaced material described in subparagraph "Misplaced Material," below.

New soundings will be taken before dredging and will constitute the Before Dredging Survey. 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. See dredge material bank height table in SECTION 35 20 40.00 .

Computations for payment purposes will be made by the Government using, as defined in EM 1110-2-1003 , the Average End Area (AEA) method, Triangulated Irregular Network (TIN) method, or combination of these methods at the

SECTION 01 22 00.00 Page 5 discretion of the Government, and utilize electronic data processing software and machines for the calculations. Determination of quantities removed to be paid for in the areas specified, after having once been made, will not be reopened except on evidence of collusion, fraud, or obvious error.

1.3.4 Payment Item No. 0006 Transportation of Plant and Equipment from Designated Mobilization Point to Subsequent Dredging Areas

The contract price per river mile for transportation of plant from the designated mobilization point on James River to any subsequent dredging areas in the event the Contractor is required to dredge additional shoal areas, shall include all costs associated with the transport of the Contractor's dredge, up to 10,000 feet of pipeline, and attendant plant.

Transportation of plant between the designated mobilization point and between subsequent dredging areas when applicable, will be measured and paid for by the linear mile as computed from the SECTION 35 20 30.00 Table of River Miles on James River. Miles will be measured to the nearest 1/10th mile. Final determination of river mile transportation calculations will be by the Contracting Officer.

It is the Government's expectation that two days will be utilized to move plant and equipment to the work location identified in each individual Task Order. This shall be all inclusive in this pay item and also be considered part of the Task Order's period of performance.

Payment will not be made under this bid item for transportation of plant to the designated mobilization site, for transportation of plant from the last dredging area to the Contractor's home base, or for transportation to other work not covered under this contract.

1.3.5 Payment Item No. 0007 Installation and Removal of Additional Pipeline Greater Than the Designated Pipeline Length in the Respective Payment Item for Dredging

Installation and removal of pipeline, which exceeds the designated length of pipeline provided for in the respective payment item for dredging, will be measured and paid for by the linear foot. The line length will include the length of any booster pump or other associated equipment.

When pipeline is relocated or reset at a dredging area, payment for installation and removal will not be allowed, but included in the cost of dredging. Total pipeline length measured for payment for any dredging area where the additional pipeline is used, shall not exceed the straight-line distance from the end of the pipeline length provided for in the payment item for dredging, to the required discharge point at the placement site, plus 500 feet.

1.3.6 Payment Item No. 0008 Dredging Upper James River Shoals at Pipeline Lengths Exceeding 7,500 Feet Required in the Respective Payment Item for Dredging

Payment to be made for all costs associated with dredging the Upper James River Shoals with pipeline lengths exceeding 7,500 feet required in the respective Payment Item for dredging shall include the cost of removal and placement of material as indicated and specified, including a combined total of up to 25,000 feet of pipeline, exclusive of the mobilization and demobilization as defined above.

SECTION 01 22 00.00 Page 6

The total amount of material removed and to be paid for under this payment item will be measured by determining the volume within the dredging prism as defined by the before dredging survey and then subtracting the volume within the dredging prism as defined by the after dredging survey. The before dredging survey is defined as the latest survey made before the start of dredging and the after dredging survey is defined as the survey 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 23.00 DREDGING, less any deductions that may be required for misplaced material described in subparagraph "Misplaced Material," below.

New soundings will be taken before dredging and will constitute the Before Dredging Survey. 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. See dredge material bank height table in Section 35 20 40.00 .

Computations for payment purposes will be made by the Government using, as defined in 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, and utilize electronic data processing software and machines for the calculations. Determination of quantities removed to be paid for in the areas specified, after having once been made, will not be reopened except on evidence of collusion, fraud, or obvious error.

1.3.7 Payment Item No. 0009 Dredging Lower James River Shoals at Pipeline Lengths Exceeding 10,000 Feet Required in the Respective Payment Item for Dredging

Payment to be made for all costs associated with dredging the Lower James River Shoals with pipeline lengths exceeding 10,000 feet required in the respective Payment Item for dredging shall include the cost of removal and placement of material as indicated and specified, including a combined total of up to 25,000 feet of pipeline, 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 determining the volume within the dredging prism as defined by the before dredging survey, and then subtracting the volume within the dredging prism as defined by the after dredging survey. The before dredging survey is defined as the latest survey made before the start of dredging and the after dredging survey is defined as the survey made as soon as practicable after 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 23.00 DREDGING, less any deductions that may be required for misplaced material described in subparagraph "Misplaced Material," below.

New soundings will be taken before dredging and will constitute the Before

SECTION 01 22 00.00 Page 7

Dredging Survey. 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 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, and utilize electronic data processing software and machines for the calculations. Determination of quantities removed to be paid for in the areas specified, after having once been made, will not be reopened except on evidence of collusion, fraud, or obvious error.

1.3.8 Payment Item No. 0011 Contracting Officer Directed Standby Time

The contract price per day for Contracting Officer directed standby time shall include the Contractor's costs for holding their plant, equipment and crew on site until further direction is given by the Contracting Officer. Time will be measured and paid for by the day (24 hours) and calculated to the nearest hour (1/24 day) for payment.

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

Payment for moving from a dredging area to a standby location, and from a standby location to the designated dredging area, will be paid for under Payment Item No.0006.

1.4 MISPLACED MATERIAL

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

1.5 EXCESSIVE DREDGING

Material taken from outside the specified areas to be dredged or beyond the limits as identified 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 23.00 .

SECTION 01 22 00.00 Page 8

1.6 MONTHLY PARTIAL PAYMENTS

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

PART 2 PRODUCTS

(Not Used)

PART 3 EXECUTION

(Not Used)

-- End of Section -

SECTION 01 22 00.00 Page 9

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

05/22

PART 1 GENERAL

1.1 SUBMITTALS

1.2 PROGRESS AND COMPLETION PICTURES

1.3 PRECONSTRUCTION CONFERENCE

1.3.1 Scheduling

1.3.2 Purpose

1.3.3 Discussion Items

1.4 OTHER MEETINGS DURING THE CONTRACT

1.5 1 MINUTES OF MEETINGS

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 30 00.00 Page 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

05/22

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 00.00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of contact personnel ; G

View location map ; G

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 on each shoal, 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 placement areas including overboard placement if applicable, about 10 photos each. Show clean water leaving spillways and show the inflow at the outfall pipe and material building up at the outfall. Provide photographs electronically along with the daily reports. Include photographs demonstrating environmental procedures.

Photographs shall be in separate monthly directories 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.

Contractor shall cross reference submittals in the appropriate daily report. Photographs shall be provided for unrestricted use by the Government.

1.3 PRECONSTRUCTION CONFERENCE

1.3.1 Scheduling

Prior to commencement of dredging on each respective Task Order, the Contracting Officer's Representative (COR) will schedule and conduct a preconstruction conference. The Contractor's Project Manager, Superintendent and Quality Control System Manager shall attend this meeting. 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 conference.

This conference will be held at a location and time as specified by the

COR.

SECTION 01 30 00.00 Page 2

1.3.2 Purpose

The purpose of this preconstruction conference 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.

1.3.3 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 Standard 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

t. Contractor's Submittal Register

SECTION 01 30 00.00 Page 3

u. Contractor's Survey and Information Reporting Procedures

v. Bench Mark Descriptions for the Project

w. Contractor's Quality Control Plan and Activity Hazard Analysis assigns special emphasis to coordinate the proposed work procedures of the Contractor at the Beach Placement Area and the associated procedures the Contractor intends to employ to protect the public and comply with noise and safety requirements.

1.4 OTHER MEETINGS DURING THE CONTRACT

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

a. Contractor's Site Safety and Health Plan

b. Quality Control Plan

c. Environmental Protection Plan

d. Progress Schedule Updates

1.5 1 MINUTES OF MEETINGS

The Government will prepare minutes of all meetings.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not Used.

<END/>

SECTION 01 30 00.00 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00

PROJECT SCHEDULE

05/22

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 QUALITY ASSURANCE

PART 2 PRODUCTS

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 (FOW1, FOW2, FOW3)

3.3.3 Schedule 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

-- End of Section Table of Contents --

SECTION 01 32 01.00 Page 1

SECTION 01 32 01.00

PROJECT SCHEDULE

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PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (2017) Administration -- Project Schedules

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with SECTION 01 33 00.00 SUBMITTAL PROCEDURES.

SD-01 Preconstruction Submittals

Project Schedule ; G

1.3 QUALITY ASSURANCE

The Contractor Quality Control (CQC) representative shall be responsible for the preparation and certification of all required Project Schedule submittals and reports.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

The Contractor will prepare for approval of a Project Schedule, as specified herein, pursuant to the Contract Clause, SCHEDULE FOR CONSTRUCTION CONTRACTS prior to commencement of dredging on each respective Task Order. The Contractor will include in the schedule the proposed sequence ofthe work and the dates on which the Contractor anticipates starting and completing all schedule activities on a given Task Order. The scheduling of each task order including the design (if any) and construction sequences, is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel shall actively participate in its development.

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

SECTION 01 32 01.00 Page 2

3.1.1 Approved Project Schedule

The Contractor will use the approved Project Schedule to measure the progress of the work and to aid in evaluating time extensions. The Contractor will 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, then the Contracting Officer may withhold approval of progress payments until the Contractor submits the required schedule.

3.1.2 Schedule Status Reports

Contractor will 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, then the Contractor will be required to take the necessary steps to improve his or her progress including those that that may be required by the Contracting Officer, without additional cost to the Government. In this circumstance, the Contracting Officer may require the Contractor to increase the number of shifts, overtime operations, days of work, and/or the amount of construction plant, and to submit for approval any supplementary schedule or schedules as the Contracting Officer deems necessary to demonstrate how the approved rate of progress will be regained.

3.1.3 Default Terms

If the Contractor fails to comply with the Contracting Officer requirements, then this act 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

The Government will use the schedule as the basis for determining contract earnings during each update period, and therefore the amount of each progress payment. Lack of approved schedule update, or qualified scheduling personnel, may result in the inability of the Contracting Officer to evaluate contract earned value for the purposes of payment.

Failure of the Contractor to provide all required information will result in the disapproval of subsequent schedule updates. In the event schedule revisions are directed by the Contracting Officer and those revisions have not been included on 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 00.00 , 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

SECTION 01 32 01.00 Page 3 sequence proposed to accomplish each work feature or operation. The chart shall be prepared 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.

3.3.1 PROGRESS SCHEDULE FORMAT

Use the Critical Path Method (CPM) of network calculation to generate the Project Schedule and prepare the Project Schedule using the Precedence Diagram Method (PDM) or prepare the Progress Schedule in the form of a Gantt Chart.

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 following sequence of activities: submit, approve, procure, fabricate, and deliver.

3.3.2.3 Critical Activities

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

a. Submission and approval of Accident Prevention Plan

b. Submission and approval of all environmental submittals

c. Submission and approval of dredge plan and auxiliary equipment

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

e. Submission and approval of Quality Control Plan

f. Submission and approval of List of Floating Plant

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

SECTION 01 32 01.00 Page 4

3.3.2.4 Government Activities

Show Government and other agency activities that could impact progress.

These activities include, but are not limited to:

a. Government surveys for payment.

b. Required Contractor submittals for Government approval

c. Inspections required by the contract

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

Assign a Definable Feature of Work Code to appropriate activities based on the definable feature of work to which the activity belongs. Definable Feature of Work is defined in Specification Section 01 45 00.00 QUALITY CONTROL. An activity shall not have more than one Definable Feature of Work Code. Not all activities are required to be a Definable Feature of Work Coded.

3.3.3 Schedule 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 schedule 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 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 artificial float constraints such as "zero fee float" or "zero total float" are typically prohibited. There shall only be 2 open ended activities: Start Project (or NTP) with no predecessor logic and End Project with no successor logic.

3.3.3.3 Early Project Completion

In the event 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

SECTION 01 32 01.00 Page 5 scheduled in parallel to support the Contractor's early completion. The last activity shall have a late finish constraint equal to the contract completion date and the schedule will calculate positive float. The Government will not approve an early completion schedule with zero float on the longest path. The Government is under no obligation to accelerate activities for which it is responsible to support a proposed early contract completion.

3.3.4 Milestones

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

3.4 PROJECT SCHEDULE SUBMISSIONS

Provide the submissions as described below.

3.4.1 Project Schedule Submission

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

3.4.2 Periodic Schedule Updates

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

3.4.3 Standard Activity Coding Dictionary

If a CPM/PDM system is used for the Project Schedule, then the activity coding structure defined in the Standard Data Exchange Format (SDEF) in ER 1-1-11 , Appendix A is acceptable. A template SDEF compatible schedule backup file (sdef.prx) is available on the QCS website:

http://rms.usace.army.mil/ .

3.5 OWNERSHIP OF FLOAT

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

SECTION 01 32 01.00 Page 6

-- End of Section -

SECTION 01 32 01.00 Page 7

SECTION TABLE OF CONTENTS

DIVISION 01 -…