Specs.pdf

Solicitation No.:

W912WJ-16-B-0008

MAINTENANCE DREDGING 6-FOOT

CHANNEL

Sagamore Creek Portsmouth and Rye, New Hampshire

Construction Solicitation and Specifications

March 2016

MAINTENANCE DREDGING 6-FOOT CHANNEL SOLICITATION COPY

SAGAMORE CREEK, PORTSMOUTH & RYE, NH 03/07/16

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 32 00 GEOTECHNICAL DATA

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 CONTRACTOR QUALITY CONTROL

01 45 00.10 QUALITY CONTROL SYSTEM (QCS)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 54 50 DREDGING PLANT AND EQUIPMENT

01 57 20 ENVIRONMENTAL PROTECTION

01 71 23 FIELD ENGINEERING FOR DREDGING

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23 MECHANICAL DREDGING

35 20 23.13 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM: SCOW -

MONITORING PROFILE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

DOCUMENT 00 32 00

GEOTECHNICAL DATA

PART 1 GENERAL

1.1 SUMMARY

1.2 EXAMINATION OF SAMPLES

1.3 INTERPRETATION

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section Table of Contents --

DOCUMENT 00 32 00 Page 1

DOCUMENT 00 32 00

GEOTECHNICAL DATA

PART 1 GENERAL

1.1 SUMMARY

The conditions indicated on the contract drawings and in the specifications are the result of site surveys and probes. Summaries of the geotechnical probes and locations at the site where subsurface investigations were performed are attached at the end of this section.

1.2 EXAMINATION OF SAMPLES

Vibracore samples were collected by TG&B, and gradation tests were conducted by the Woods Hole Group in 2003. A copy of the report detailing these tests is attached to the end of this section.

1.3 INTERPRETATION

Subsurface investigation data are provided only for information purposes and for the convenience of the Contractor. The data shown on the probe logs is for the specific locations indicated only and no assurance is given that these conditions are representative of conditions between borings or areas adjacent thereto. The responsibility lies with the Contractor to interpret subsurface conditions that may affect his work.

PART 2 PRODUCTS (Not Applicable)

Not used.

PART 3 EXECUTION (Not Applicable)

Not used.

-- End of Section --

DOCUMENT 00 32 00 Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Location

1.1.2 Project Description

1.1.3 General Description of the Work

1.2 SUBMITTALS

1.3 PROJECT/SITE CONDITIONS

1.3.1 Physical Data

1.4 SUPERINTENDENCE BY THE CONTRACTOR

1.5 SEQUENCING AND SCHEDULING

1.5.1 Hours of Operations and Restrictions

1.5.2 Work Sequence

1.5.2.1 General

1.5.2.2 Initial Project Schedule

1.5.2.3 Periodic Schedule Updates

1.5.3 Organization at the Site

1.5.3.1 General

1.5.3.2 Rate of Progress

1.6 CONTRACTOR'S USE OF UPLAND FACILITIES AND HAULING ROUTES

1.7 COORDINATION AND DIRECTION DURING CONSTRUCTION

1.8 Quality Assurance

1.9 CONTRACTOR USE OF PREMISES

1.9.1 Temporary Facilities and Storage Areas

1.9.2 Work Limits

1.9.3 Contractor's Receipt of Supplies

1.9.4 Access to Work Site

1.9.5 Work By Other Contractors

1.9.6 Emergency Contacts

1.9.7 Damaged Property

1.9.8 Daily Cleanup

1.9.9 Littering

1.9.10 Government Sanitary Facilities

1.9.11 Protection and Security

1.10 General Safety Requirements

1.10.1 General

1.10.2 Contractor's Project Superintendent

1.11 COORDINATION

1.11.1 Notice to Mariners

1.11.2 Aids to Navigation

1.11.3 Points of Contact

1.12 PRECONSTRUCTION CONFERENCE

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 11 00 Page 1

SECTION 01 11 00 Page 2

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Project Name: Task 0012 Sagamore Creek

Location: STA G

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SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Location

The Project is located at the Federal Navigation Channel that runs between Portsmouth and Rye, New Hampshire at the confluence of Sagamore Creek and Back Channel. Sagamore Creek joins another Federal Navigation Channel known as Back Channel which connects Little Harbor to the Piscataqua River. There are two NH DOT bridges in the area which limit access due to height and/or width restrictions for marine vessels. NH DOT bridge 031-142 is attached at the end of this section as this bridge passes over the anticipated haul route as described within this section. Refer to the Disposal Haul Route map attached at the end of Section 35 20 23 MECHANICAL DREDGING. NH DOT bridge 066-071 is also attached at the end of this section for reference.

1.1.2 Project Description

a. The work of this project consists of the maintenance dredging of a portion of Sagamore Creek Federal Navigation Channel and the disposal of dredged material at the near shore Wallis Sands Beach Placement Site.

b. The authorized project provides for a 6 foot mean lower low water (MLLW) navigation channel.

c. The general description below is given to indicate the approximate scope of work under this contract. It does not limit the work required under the contract drawings and specifications.

1.1.3 General Description of the Work

a. Provide all supervision, plant, labor, materials, equipment, safety, quality control, and mobilization and demobilization necessary to perform all operations as necessary to accomplish the work, complete.

Shoaled portions of the Sagamore Creek channel and confluence area shall be mechanically dredged using various types of clamshell buckets. Dredged material will be placed into scows and then towed to the near shore disposal area Wallis Sands Beach Placement Site, approximately 7 miles via the anticipated haul route south of the Federal project and disposed of in a previously used dredge material placement site. Refer to the Disposal Haul Route and Wallis Sands Beach Placement Site maps attached at the end of Section 35 20 23

MECHANICAL DREDGING

b. Subject to the terms and conditions of the contract, perform the work in strict accordance with the specifications and contract drawings.

SECTION 01 11 00 Page 3

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. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Initial Project Schedule; G, RO

In accordance with the contract clauses, the Contractor shall, within 5 days after receipt of Notice to Proceed (NTP) or as otherwise determined by the Contracting Officer, submit for approval a practicable project schedule. When changes are authorized that result in contract time extensions, the Contractor shall submit a revised project schedule for approval by the Contracting Officer.

Notice to Mariners

Submit a copy of Notice to Mariners to the Contracting Officer.

See paragraph below titled "Notice to Mariners" under Article titled "Coordination" for requirements and instructions.

Aids to Navigation

Submit proof of coordination with the USCG for any necessary relocation or movement of aids to navigation. See paragraph below titled "Aids to Navigation" under Article titled "Coordination" for requirements and instructions.

SD-07 Certificates

Periodic Schedule Updates; G, RO

1.3 PROJECT/SITE CONDITIONS

1.3.1 Physical Data

Data and information furnished or referred to below is for the Contractor's information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

a. Site Conditions: The indications of physical conditions on the drawings and in the specifications are the result of site investigations and surveys. The conditions represented prevailed at the time the investigations and surveys were made. A pre-dredge survey may be performed by the Government prior to the start of Contractor dredging operations at the site. Before commencing work at the site, the Contractor shall verify the existing conditions indicated on the drawings and in the specifications. See CONTRACT CLAUSE entitled "SITE

INVESTIGATION AND CONDITIONS AFFECTING THE WORK".

b. Weather Conditions: The monthly normal mean temperature and the monthly normal mean precipitation for the site may be obtained by the Contractor from the National Oceanic and Atmospheric Administration's

SECTION 01 11 00 Page 4

National Weather Service; www.NOAA.gov.

c. Conditions of Channel and Anchorage: Maintenance dredging in the channel was last performed in 1970-1971. Soundings shown on the contract drawings are the results of surveys conducted during the time period indicated.

d. Channel Traffic: The 6-foot channel is used primarily by recreational, fishing, and transient vessels, which may cause interference with contract operations. The Government will not undertake to keep the channel free from vessels or other obstructions, except to the extent of applicable regulations. The Contractor will be required to conduct the work in such a manner as to obstruct navigation as little as possible, and in the event the Contractor's plant so obstructs the channel as to make difficult or endanger the passage of any vessels, the plant shall be promptly moved on the approach of any vessel to such an extent as may be necessary to afford a practicable passage.

1.4 SUPERINTENDENCE BY THE CONTRACTOR

a. At all times during the performance of the contract and until the work is completed and accepted, the Contractor shall directly superintend the work or assign and have on the worksite a competent project superintendent who is satisfactory to the Contracting Officer and has the authority to act for the Contractor.

b. The project superintendent shall maintain a physical presence at the site at all times and be responsible for all construction and related activities at the site, except as otherwise acceptable to the Contracting Officer.

c. Failure to comply with these requirements shall be deemed as cause for a non-compensatory stoppage and suspension of work until the deficiency is remedied.

1.5 SEQUENCING AND SCHEDULING

1.5.1 Hours of Operations and Restrictions

a. The work shall be performed within the permitted environmental window as noted in Section 00 80 00 SPECIAL CONTRACT REQUIREMENTS, subpart

"COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK (APR 1984) FAR

52.211-10."

b. Operational Hours: The Contractor will be allowed to perform dredging operations as noted in Section 00 80 00 SPECIAL CONTRACT REQUIREMENTS, subpart "COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK (APR 1984)

FAR 52.211-10."

The work hours stated above and work on Saturday has been considered in computing the performance time of this contract. The following legal holidays are observed:

January 1st Third Monday in January Third Monday in February Last Monday of May

SECTION 01 11 00 Page 5

July 4th 1st Monday of September 2nd Monday of October 11th of November Fourth Thursday of November 25th of December

1.5.2 Work Sequence

1.5.2.1 General

There are certain essential criteria relative to the preparation of a work sequence and time schedule which the Contractor will be required to implement and follow during the prosecution of the work. See Section 35 20 23 MECHANICAL DREDGING for the required order of work. Minor variations in the sequence of the items of work as approved may be made by the Contractor, provided such variations do not conflict with critical elements of the schedule. Proposed minor variations shall be noted on the revised project schedule submittal required by CONTRACT CLAUSE, entitled "SCHEDULES FOR CONSTRUCTION CONTRACTS." Variations shall be approved by the Contracting Officer prior to implementation.

1.5.2.2 Initial Project Schedule

The initial project schedule shall be 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 and indicating calendar days to completion.

Contractor shall indicate on the chart the important work features or operations that are critical to the timely overall completion of the project. Key dates for such important work features and portions of work features are milestone dates and shall be so indicated on the chart. This schedule will be the medium through which the timeliness of the Contractor's construction effort is appraised. Anticipated adverse weather delay days shall be included in the schedule.

1.5.2.3 Periodic Schedule Updates

An updated schedule showing actual progress shall be submitted monthly or with each pay request. Changes to the base-line schedule shall be outlined in a narrative describing the reason for the change.

1.5.3 Organization at the Site

1.5.3.1 General

The Contractor shall employ ample personnel and sufficient equipment to accomplish the work of this contract in the least amount of time, within the prosecution period specified in Section 00 80 00 SPECIAL CONTRACT REQUIREMENTS, subpart "Commencement, Prosecution, and Completion of Work

(APR 1984) FAR 52.211-10."

1.5.3.2 Rate of Progress

Should the Contractor fail to maintain a satisfactory rate of progress, the Contracting Officer may require that additional personnel and equipment be placed on the work and weekend and overtime work be performed, in order that the work be brought up to schedule and maintained. Refer to Section

SECTION 01 11 00 Page 6

00 80 00 SPECIAL CONTRACT REQUIREMENTS, subpart "Commencement, Prosecution, and Completion of Work (APR 1984) FAR 52.211-10," subpart "Work Progress Rate."

1.6 CONTRACTOR'S USE OF UPLAND FACILITIES AND HAULING ROUTES

a. Unless obtained by the Government or specified otherwise in the contract documents, the Contractor shall be responsible for the following:

(1) Locating, coordinating, and obtaining permission to use any land-based water access (docks, piers, ramps, etc.) that the Contractor deems necessary to complete the work.

b. The Government and its representatives will be allowed to use the same land-based water access obtained by the Contractor.

1.7 COORDINATION AND DIRECTION DURING CONSTRUCTION

a. The Contractor shall not take or accept any direction or instructions issued by any person, employed by the Government or otherwise, other than the Contracting Officer that changes the terms and conditions of contract actions, the scope, or any change that impacts the cost, price, or schedule. Changes authorized by the Contracting Officer will be in the form of a written, official, signed modification to the contract action received by the Contractor before the Contractor will act upon those changes. The Contractor will comply with the changes clause of this contract when the Contractor believes direction has been given from persons other than the Government Contracting Officer that equate to a change by notifying the Contracting Officer as directed by the clause. Any direction given by any Government employee or any other person outside their authority must be reported to the Contracting Officer.

b. The Contracting Officer's Representative (COR) is limited to the authorities stated in the COR appointment letter. The COR under this contract will be appointed by written letter from the Contracting Officer to the Contractor. The COR appointment letter is specific to this contract only. COR appointment letters from previous contracts are not valid for this contract. See the Contracting Officer’s Representative clause of this contract.

1.8 Quality Assurance

a. All items of work not addressed in the contract documents shall be completed in strict accordance with the manufacturers' specifications.

b. The Government is not obligated to inspect the Contractor's work, or to protect the Contractor from the consequences of its work. Government inspections are a general examination of the Contractor's conduct and workmanship and are solely for the purpose of the Government.

Goverenment-designated Quality Assurance Representatives (QARs) do not have the authority to accept work, nor is a Government inspection to be construed as conclusive.

c. Government agents inlcuding QARs and project engineers are not authorized to change the contract without the written approval of the Contracting Officer; this lack of authority extends to all situations

SECTION 01 11 00 Page 7 in which the action of these agents could be construed as constituting a change.

d. The quality of workmanship is subject to audit by Government or Government-designated QARs at any time during the contract. The Contractor shall cooperate fully and provide all information necessary for this audit.

e. The Contractor shall submit all requests for changes in writing to the Contracting Officer. Do not proceed with changes without possession of written authorization of the Contracting Officer.

f. The Contractor shall not conceal any work unless the Contracting Officer has approved all items of work which are to be concealed. The Contractor shall notify the Contracting Officer of its intention to conceal work at least 24 hours in advance of concealment.

1.9 CONTRACTOR USE OF PREMISES

1.9.1 Temporary Facilities and Storage Areas

See Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS, subpart "Contractor's Temporary Facilities."

1.9.2 Work Limits

The limits of work consist of the shoaled areas of the channel and the side slope areas shown on the contract drawings which shall be dredged to obtain the required depth

1.9.3 Contractor's Receipt of Supplies

The Contractor shall be responsible for all arrangements for the receipt of materials and supplies at the job site. Government personnel are not permitted to receive or sign for items delivered to the site.

1.9.4 Access to Work Site

Access to the project site will be the responsibility of the contractor and discussed at the Preconstruction Conference.

1.9.5 Work By Other Contractors

During the performance period of this contract, no other work is anticipated to occur by other contractors.

1.9.6 Emergency Contacts

The Contractor shall provide a list of emergency contacts in the event of an emergency. The list shall include the contact names, addresses, and telephone numbers. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.9.7 Damaged Property

Work shall proceed in a manner which will minimize disturbance or risk of damage to boats, structures, and surrounding lands. The Contractor shall repair such items damaged in the course of carrying out the work at no additional cost to the Government. All repairs shall match similar

SECTION 01 11 00 Page 8 existing items in all aspects. All replacements shall be in kind.

1.9.8 Daily Cleanup

The Contractor shall at all times keep rubbish from entering surrounding lands and water. Rubbish accumulated at the temporary facilities shall be removed from the premises daily.

1.9.9 Littering

The Contractor may be subjected to fines by state or local authorities for littering or discarding of tobacco materials other than into receptacles.

1.9.10 Government Sanitary Facilities

Toilet facilities are not available on site for Contractor's use. The Contractor shall provide portable toilets for it's personnel and subcontractors as specified in Section 01 50 00 TEMPORARY CONSTRUCTION

FACILITIES AND CONTROLS.

1.9.11 Protection and Security

a. Protection to Contractor personnel or their equipment cannot be provided at the worksite by the Government.

b. The Contractor shall protect all its personnel, Government personnel, and the general public from injury.

c. The Contractor shall conduct all its work so as to prevent injury or unsafe conditions during construction.

d. The Contractor shall report any vandalism, suspicious activities, or devices to the Contracting Officer and local police as soon as possible.

1.10 General Safety Requirements

1.10.1 General

a. The Contractor shall take all necessary precautions in observing safety regulations in accordance with Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS, and shall assume the responsibility to guard against causing of fires and/or explosions and to protect Government property.

The Contractor shall perform the work in a manner consistent with security and with fire safety regulations especially with regards to ingress and egress. Temporary closures shall not compromise life safety, security, or fire safety.

1.10.2 Contractor's Project Superintendent

a. The Contractor's project superintendent shall take an active role in enforcing the safety requirements by participation in safety conferences, hazard analysis, tool box meetings, walk-through inspections, correction of violations, etc., and including that of any subcontractor's work.

SECTION 01 11 00 Page 9

1.11 COORDINATION

1.11.1 Notice to Mariners

Before beginning dredging operations, the Contractor shall coordinate with the U.S. Coast Guard (USGG) to issue a "Notice to Mariners" regarding the work to be performed and the Contractor's proposed operations.

The Corps of Engineers and the USCG have agreed to phraseology when issuing navigational bulletins and notices. The information furnished shall be consistent with USCG Broadcast Notice to Mariners and Local Notice to Mariners. When requesting local USCG offices to issue navigational information for Corps of Engineers work involving marine construction, the following terminology shall be used, as applicable:

For cautionary areas: "Mariners are urged to use extreme caution in the area."

For dredging and work operations: "Mariners are urged to transit at their slowest safe speed to minimize wake and proceed with caution after passing arrangements have been made."

1.11.2 Aids to Navigation

Aids to navigation have been placed by the Coast Guard. The Contractor shall coordinate with the Coast Guard in advance of any dredging work to provide for any necessary relocation or movement of aids to navigation.

The Contractor shall also contact the Coast Guard at the completion of all work and the removal of all dredging plant.

1.11.3 Points of Contact

Coast Guard:

Notice to Mariners:

LT David Bourbeau, SNNE Waterway Management Contact Phone Number: (207) 347-5015

LT Scott McCann, SNNE Command Center Contact Phone Number: (207) 767-0318

Aids to Navigation:

LT David Bourbeau, SNNE Waterway Management Contact Phone Number: (207) 347-5015

New Hampshire Port Authority Harbormaster: Rodney McQuate;

603-436-5800.

1.12 PRECONSTRUCTION CONFERENCE

The Contracting Officer will conduct a preconstruction conference with key Contractor personnel. The purpose of the conference is to review contract requirements and to establish a working relationship between the Contractor's Staff and the Corps Of Engineers personnel who will be closely associated with the project. During the conference, the Contracting Officer will inform the Contractor concerning Job Safety, Quality Control, SECTION 01 11 00 Page 10

Labor Relations, and Environmental Protection. The Contractor's Superintendent and Quality Control Representative shall attend this conference. All submittals which are ready for submission prior to start of work may be brought to the conference and given to the Contracting Officer's representative.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 11 00 Page 11

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUBMITTALS

1.2 LUMP SUM PAYMENT ITEMS

1.3 UNIT PRICE PAYMENT ITEMS

1.4 BIDDING SCHEDULE - PAYMENT ITEMS

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 22 00 Page 1

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-05 Design Data

Quantity Surveys

Submit originals of all field notes and all other records relating to the quantity surveys.

1.2 LUMP SUM PAYMENT ITEMS

Payment items for the work of this contract for which contract lump sum payments will be made are listed in the BIDDING SCHEDULE and described below. The lump sum price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.3 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. Submit originals of all field notes and all other records relating to Quantity Surveys.

1.4 BIDDING SCHEDULE - PAYMENT ITEMS

Payment items for the work of this contract on which the contract progress payments will be based are listed in the BIDDING SCHEDULE and are described below. All costs for items of work, which are not specifically mentioned to be included in a particular Bidding Schedule lump sum or unit price payment item, shall be included in the listed lump sum or unit price item most closely associated with the work involved.

a. Item No. 0001, "Mobilization and Demobilization."

Payment will be made for costs associated with mobilization and

SECTION 01 22 00 Page 2 demobilization for dredging operations, as defined in Section 00 80 00 SPECIAL CONTRACT REQUIREMENTS clause "PAYMENT FOR MOBILIZATION AND

DEMOBILIZATION".

Unit of measure: Job.

b. Item No. 0002, "Maintenance Dredging and Disposal, 6-Foot Channel."

The contract price per cubic yard for the Payment Items listed above (Item Number 0002) shall include all cost of removal and disposal of all materials encountered from dredging to the specified depth, as indicated on contract drawings.

The total amount of material removed and paid for under the contract for this Item, will be measured by the cubic yard in place by computing the volume between the bottom surface shown by soundings of the last pre-dredge survey made before dredging begins and the bottom surface shown by the soundings of a post-dredge survey made as soon as practicable after the removal of the material. Dredged material will be included that is within the limits of the side slopes and specified channel overdepth as described in Section 35 20 23 MECHANICAL DREDGING, subpart "Overdepth and Side Slope," less any deductions that may be required for misplaced material described in subpart "Disposal of Excavated Material."

The contract drawings listed in Section 00 80 00 SPECIAL CONTRACT REQUIREMENTS, subpart "Contract Drawings and Specifications" are believed to accurately represent conditions existing on the date of the survey shown on the drawings, but the depths and the specific areas to be dredged shown thereon may be verified and corrected by soundings taken by the Government before dredging begins. Determination of quantities removed and the deductions made to determine quantities after having once been made by the Contracting Officer, will not be reopened, except on evidence of collusion, fraud, or obvious error.

Monthly partial payments will be based on approximate quantities determined by Contractor quality control surveys. The pre-dredge survey made immediately before dredging, and the post-dredge survey made as soon as practicable after the removal of the material, will be performed by the Government at no cost to the Contractor.

Unit of measure: Cubic Yard (CD).

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 22 00 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.2 DEFINITIONS

1.2.1 Submittal

1.2.2 Submittal Descriptions (SD)

1.2.3 Approving Authority

1.2.4 Work

1.3 SUBMITTALS

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved

1.4.1.1 Submittal Tags

1.4.2 Information Only

1.5 PREPARATION

1.5.1 Transmittal Form

1.6 QUANTITY OF SUBMITTALS

1.6.1 Government Approved

1.6.2 Information Only

1.7 DELIVERY OF SUBMITTALS

1.8 INFORMATION ONLY SUBMITTALS

1.9 VARIATIONS

1.9.1 Considering Variations

1.9.2 Proposing Variations

1.9.3 Warranting That Variations Are Compatible

1.9.4 Review Schedule Is Modified

1.10 SUBMITTAL REGISTER

1.10.1 Use of Submittal Register

1.10.2 Contractor Use of Submittal Register

1.10.3 Approving Authority Use of Submittal Register

1.10.4 Copies Delivered to the Government

1.11 SCHEDULING

1.12 GOVERNMENT APPROVING AUTHORITY

1.12.1 Review Notations

1.13 APPROVED/ACCEPTED SUBMITTALS

1.14 DISAPPROVED/REJECTED SUBMITTALS

1.15 WITHHOLDING OF PAYMENT

1.16 STAMPS

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

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

Contractor's Quality Control (CQC) System Manager to check and approve all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as:

Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O&M manuals (including parts list); certifications; warranties; and other such required submittals.

Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

1.2 DEFINITIONS

1.2.1 Submittal

Contract Clauses "FAR 52.236-5, Material and Workmanship," paragraph (b) and "FAR 52.236-21, Specifications and Drawings for Construction," paragraphs (d), (e), and (f) apply to all "submittals."

1.2.2 Submittal Descriptions (SD)

Submittal requirements are specified in the technical sections. Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

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

Certificates of insurance

SECTION 01 33 00 Page 2

Safe Practice Manual

Surety bonds

List of proposed Subcontractors

List of proposed products

Construction Progress Schedule

Submittal register

Schedule of prices

Health and safety plan

Work plan

Quality Control(QC) plan

Environmental protection plan

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. (Testing must have been within three years of date of contract award for the project.)

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, SECTION 01 33 00 Page 3 installer or Subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

1.2.3 Approving Authority

Office or designated person authorized to approve submittal.

1.2.4 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, except those SD-01 Pre-Construction Submittals noted above, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Register; G, RO

1.4 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.4.1 Government Approved

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

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

1.4.1.1 Submittal Tags

A "G" following a submittal item indicates that the submittal requires Government approval and will appear in Column (f) of the Submittal Register. For Submittals requiring Government approval, submittal tags may be used following the "G" designation to indicate the reviewing and approving authority. Codes for submittal tags are: "AE" for Architect-Engineer; "DO" for District Office; "AO" for Area Office: "RO" for Resident Office; "PO" for Project Office; and "A" for Governement acceptance required.

SECTION 01 33 00 Page 4

1.4.2 Information Only

Submittals not requiring Government approval will be for information only.They are not considered to be "shop drawings" within the terms of the Contract Clause referred to above.

1.5 PREPARATION

1.5.1 Transmittal Form

Use the sample transmittal form (ENG Form 4025), attached at the end of this section, for submitting both Government accepted and information only submittals in accordance with the instructions on the reverse side of the form. These forms are included in the QCS software that the Contractor is required to use for this contract. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted.

Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.6 QUANTITY OF SUBMITTALS

1.6.1 Government Approved

Submit seven copies of each submittal requiring review and approval by Contracting Officer.

1.6.2 Information Only

Submit two copies of each submittal designated as for "Information Only."

1.7 DELIVERY OF SUBMITTALS

The Contractor will be informed at the Preconstruction Conference on where to send all submittals and to whom submittals shall be addressed to.

1.8 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Approval of the Contracting Officer is not required on information only submittals.

The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work;

and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

1.9 VARIATIONS

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

1.9.1 Considering Variations

Discussion with Contracting Officer prior to submission will help ensure

SECTION 01 33 00 Page 5 functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal

(VECP).

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

1.9.2 Proposing Variations

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

Check the column "variation" of ENG Form 4025 for submittals which include proposed deviations requested by the Contractor. Set forth in writing the reason for any deviations and annotate such deviations on the submittal.

The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.

1.9.3 Warranting That Variations Are Compatible

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

1.9.4 Review Schedule Is Modified

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

1.10 SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. Do not change data which is output in columns (c), (d), (e), and (f) as delivered by Government; retain data which is output in columns (a), (g), (h), and

(i) as approved. A submittal register showing items of equipment and materials for which submittals are required by the specifications is provided as an attachment. This list may not be all inclusive and additional submittals may be required. Maintain a submittal register for the project in accordance with Section 01 45 00.10 QUALITY CONTROL SYSTEM (QCS). The Government will provide the initial submittal register in electronic format with the following fields completed, to the extent that will be required by the Government during subsequent usage.

Column (c): Lists specification section in which submittal is required.

Column (d): Lists each submittal description (SD No. and type, e.g. SD-02 Shop Drawings) required in each specification section.

Column (e): Lists one principal paragraph in specification section where a material or product is specified. This listing is

SECTION 01 33 00 Page 6 only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting project requirements.

Thereafter, the Contractor is to track all submittals by maintaining a complete list, including completion of all data columns, including dates on which submittals are received and returned by the Government.

1.10.1 Use of Submittal Register

Submit submittal register. Submit with QC plan and project schedule.

Verify that all submittals required for project are listed and add missing submittals. Coordinate and complete the following fields on the register submitted with the QC plan and the project schedule:

Column (a) Activity Number: Activity number from the project schedule.

Column (g) Contractor Submit Date: Scheduled date for approving authority to receive submittals.

Column (h) Contractor Approval Date: Date Contractor needs approval of submittal.

Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control.

1.10.2 Contractor Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor with each submittal throughout contract.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (j) Action Code (k): Date of action used to record Contractor's review when forwarding submittals to QC.

Column (l) List date of submittal transmission.

Column (q) List date approval received.

1.10.3 Approving Authority Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (l) List date of submittal receipt.

Column (m) through (p) List Date…