SPECIFICATIONS.pdf

W912WJ-19-B-0012

MAINTENANCE DREDGING

Cape Porpoise Harbor Kennebunkport, Maine

Construction Solicitation and Specifications

MAY 2019

Cape Porpoise Dredging

PROJECT TABLE OF CONTENTS

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 01 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 54 50 DREDGING PLANT AND EQUIPMENT

01 57 20 ENVIRONMENTAL PROTECTION

01 58 00 PROJECT IDENTIFICATION

01 71 23 FIELD ENGINEERING FOR DREDGING

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23 MECHANICAL DREDGING

35 20 24 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM: SCOW -

MONITORING PROFILE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

Cape Porpoise Harbor Maintenance Dredging

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 PROJECT LOCATION AND DESCRIPTION

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.3 REFERENCES

1.4 SUBMITTALS

1.5 PROJECT SITE CONDITIONS

1.5.1 Physical Data

1.6 WORK SITE

1.7 WORK SEQUENCING AND SCHEDULING

1.7.1 Hours of Operations

1.7.2 Work Restrictions

1.7.3 Work Commencement and Completion Requirements

1.7.4 Work Sequence

1.7.4.1 General

1.7.4.2 Initial Project Schedule

1.7.4.3 Periodic Schedule Updates

1.7.5 Scheduling

1.7.6 Rate of Progress

1.8 SUPERINTENDENCE BY THE CONTRACTOR

1.9 PRECONSTRUCTION CONFERENCE

1.10 COORDINATION AND DIRECTION DURING CONSTRUCTION

1.11 CONTRACTOR'S USE OF UPLAND FACILITIES AND HAULING ROUTES

1.12 CONTRACTOR USE OF PREMISES

1.12.1 General

1.12.2 Access to the Site and Storage/Staging Areas

1.12.3 Temporary Facilities and Utilities, and Storage Areas

1.12.4 Work Limits

1.12.5 Protection and Security

1.12.6 Emergency Contacts

1.12.7 Damaged Property

1.12.8 Contractor's Receipt of Supplies

1.12.9 Daily Clean Up

1.12.10 Littering

1.12.11 Government Sanitary Facilities

1.13 QUALITY ASSURANCE

1.14 COORDINATION

1.14.1 Public Notice

1.14.2 Notice to Mariners

1.14.3 Aids to Navigation

1.14.4 Points of Contact

1.15 GENERAL SAFETY REQUIREMENTS

1.15.1 General

1.15.2 Contractor's Project Superintendent

1.16 PRE-CONSTRUCTION PHOTOGRAPHIC SURVEY

1.17 ENVIRONMENTAL PROTECTION

PART 2 PRODUCTS

SECTION 01 11 00 Page 1

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 2

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 PROJECT LOCATION AND DESCRIPTION

The Cape Porpoise Harbor Federal Navigation Project (FNP) is located in the town of Kennebunkport, Maine. The existing project was adopted on March 3, 1899, and modified by the Rivers & Harbors Acts of March 2, 1907 and June 30, 1948.

Natural shoaling processes have reduced available depths to as little as

1.0 foot in the 15-foot MLLW channel and anchorage, and 2.0 feet in the 6-foot MLLW channel making navigation hazardous or impossible at lower stages of the tide. Maintenance dredging of approximately 30,000 cubic yards of primarily fine and medium-grain sand, and silt from approximately 12 acres of the authorized project area will maintain the FNP to required and authorized dimensions. A Mechanical dredge and scows will be used to remove the material and then transport it for placement at the Cape Arundel Disposal Site (CADS).

1.2 WORK COVERED BY CONTRACT DOCUMENTS

a. The Contractor shall perform the work in strict accordance with the contract drawings and specifications and provide all supervision, plant, labor, materials, equipment, safety, and quality control necessary to perform all operations as necessary to accomplish the work, complete. The Contractor is responsible for providing and utilizing appropriate plant and equipment to remove and dispose of the dredged material.

b. The general description of the work described below is general in nature and is only given to indicate the approximate scope of work under this contract. It does not limit the work required under the project contract drawings and specifications.

c. General Description of the Work:

(1) Mobilization and demobilization as necessary to complete all work in accordance with the contract documents.

(2) The proposed work involves maintenance dredging of the 15-foot-deep Mean Lower Low Water (MLLW) channel and anchorage, and the 6-foot-deep MLLW channel, plus allowable overdepth, in the Cape Porpoise Harbor FNP. The 15-foot MLLW channel and anchorage will be dredged to a depth of 10-feet MLLW, plus 1-foot allowable overdepth.

To protect eelgrass resources present, the Contractor shall perform a Prescribed Box Cut in the designated areas shown on the contract drawings. The 6-foot MLLW channel will be dredged to authorized dimensions, plus 1-foot allowable overdepth.

(3) Material to be dredged shall be removed by mechanical means, loaded onto scows, and transported to and disposed of at the Cape Arundel Disposal Site; for description and location of the disposal

SECTION 01 11 00 Page 3 site refer to subparagraph "Designated Disposal Site" under Section

35 20 23 MECHANICAL DREDGING.

(4) Derelict mooring anchors will be encountered during dredging activities. The contractor shall be responsible for retrieving the anchors and delivering them to the Town Pier as shown on the contract drawings. The Contractor shall carry the cost for a set number of Derelict Moorings indicated in subpart "BIDDING SCHEDULE - PAYMENT ITEMS" under Section 01 22 00 MEASUREMENT AND PAYMENT. For details on derelict moorings, refer to subparagraph "Derelict Moorings" under Section 35 20 23 MECHANICAL DREDGING.

d. The Dredge Season under this contract will be from 1 November 2019 to 28 February 2020. Refer below to subparagraph "Work Commencement and Completion Requirements".

e. The project description is further defined in the contract drawings and specifications.

1.3 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)

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

1.4 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.

Public Notice; G, RO

Submit a copy of the proposed wording of the Public Notice to the Contracting Officer for approval.

Notice to Mariners; G, RO

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

SECTION 01 11 00 Page 4

Aids to Navigation

Submit proof of coordination with the USCG for any necessary relocation or movement of aids to navigation.

Safe Harbor Plan; G, RO

The Contractor shall submit a Safe Harbor Plan to the Contracting Officer for approval prior to the start of on-site work. The Safe Harbor Plan shall include a written description of the Contractor's plan to provide for the safety and security of floating plant, equipment, and personnel in the event of a storm or other site emergency. The location for the docking of floating plant and the off-loading of equipment and crews shall be clearly indicated.

Pre-Construction Photographic Survey Report; G, RO

SD-07 Certificates

Periodic Schedule Updates; G, RO

1.5 PROJECT SITE CONDITIONS

1.5.1 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 on the dates indicated on the drawings.

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: Weather conditions for the site may be obtained by the Contractor from the National Oceanic and Atmospheric Administration's National Weather Service; www.NOAA.gov.

c. Tide Conditions: The mean tidal range in the project area is 8.7 feet mean higher high water (MHHW) to mean lower low water (MLLW). The inner channel and anchorage is marginally sheltered from the effects of coastal storms. Predicted times and heights of tides for each day of the year can be obtained from the National Oceanic and Atmospheric Administration, National Ocean Service, "Tidal Current Tables, Atlantic Coast of North America."

d. Transportation facilities: The Contractor shall make its own investigations on the use of town, State and Federal highways, roads, streets, and bridges.

e. Harbor Conditions: The Corps most recently dredged the harbor in 1976.

SECTION 01 11 00 Page 5

At that time, a mechanical dredge removed approximately 123,000 cubic yards of sediment from the combined 15-foot channel and anchorage to a depth of 12-ft below Mean Low Water (MLW) with 1-ft allowable overdepth, and the 6-foot channel to a depth of 6-ft below MLW with 1-ft allowable overdepth, and placed the material at the Cape Arundel Disposal Site.

f. Channel Traffic: Channel Traffic: The Cape Porpoise Harbor Federal Navigation Project is used by small recreation vessels and commercial fisheries and lobstering craft, which may cause interference with contract operations. The Government will not undertake to keep the channels 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 channels 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.

h. Utilities: No spudding is permitted in the cable area shown on the contract drawings. There are no other know utilities within the limits of work which would impact the contractor's means and methods of completing the work.

1.6 WORK SITE

All rules, regulations, and requirements covering such items as, but not limited to, general safety, security, sanitary requirements, environmental protection, pollution control, and traffic regulations shall be observed by the Contractor.

1.7 WORK SEQUENCING AND SCHEDULING

1.7.1 Hours of Operations

Operational Hours: The Contractor will be allowed to perform work 24 hours per day, 7 days per week, excluding holidays, for the entire performance period of this contract.

1.7.2 Work Restrictions

All dredging and disposal work shall be completed within the designated environmental dredge window as specified under paragraph "Special Environmental Requirements", subparagraph "Environmental Dredge Window" in Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.7.3 Work Commencement and Completion Requirements

The Contractor shall:

(1) Commence on preliminary dredging operation work by promptly placing all orders, awarding subcontracts, processing required submittals and details to ensure immediate readiness to commence with dredging and disposal operations under this contract within 30 calendar days after the date the Contractor receives the Notice to Proceed (NTP), provided that this date falls within the designated environmental dredge window.

(2) Complete the entire work ready for use by the end of the Dredge

SECTION 01 11 00 Page 6

Season date above in subparagraph d under subpart 1.2 titled "Work Covered by Contract Documents". The date stated for completion shall include the Government's after dredge surveys and final cleanup of the premises.

1.7.4 Work Sequence

1.7.4.1 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. 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 progress charts submittal required by CONTRACT CLAUSE, entitled "SCHEDULES FOR CONSTRUCTION CONTRACTS." Variations shall be approved by the Contracting Officer prior to implementation.

1.7.4.2 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, with the number of anticipated weather delay days annotated on the 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.

1.7.4.3 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.

1.7.5 Scheduling

a. All work shall be carefully scheduled to prevent delays and any excessive interruptions with channel traffic.

b. Refer to Specifications Section 35 20 23, Subpart titled "Dredging Operation Plan" for additional requirements and considerations when determining sequencing and developing schedules.

1.7.6 Rate of Progress

a. 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 the Special Contract Requirements.

b. Prosecute the work diligently, and maintain a dredge production rate, based on working within the constraints of subpart "Hours of Operations" above, of not less than 10,000 cubic yards for each 30

SECTION 01 11 00 Page 7 calendar day period of actual dredging work at the site.

c. Should the Contractor fail to maintain the required 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. If, after a reasonable amount of time determined by the Contracting Officer, progress has either not been initiated, or has failed to sufficiently bring the work back on schedule to be completed by the scheduled contract period, the contract may be terminated.

1.8 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.

d. The project superintendent may not serve as the Site Safety and Health Officer (SSHO) or as the Contractor Quality Control (CQC) Systems Manager.

1.9 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 U.S. Army Corps of Engineers (USACE) personnel who will be closely associated with the project. During the conference, the Contracting Officer will inform the Contractor concerning topics such as, but not limited to, job safety, quality control, temporary facilities and storage areas, labor relations, and environmental protection. The Contractor's Project Superintendent, Quality Control Representative, and Site Safety and Health Officer (SSHO) shall attend this conference.

1.10 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

SECTION 01 11 00 Page 8 employee or any other person outside their authority must be reported to the Contracting Officer.

b. The Contracting Officer Representative (COR) is limited to the authorities stated in the COR appointment letter. If a COR is appointed under this contract, they will be appointed by written letter from the Contracting Officer to the Contractor and COR 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.

1.11 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.

(2) Determining, if necessary, the trucking and hauling routes and associated restrictions to and from the work, to include the coordination for the use of such routes with local, state, and federal authorities.

(3) Complying with all local, state, and federal regulations and restrictions when using any upland facilities or hauling routes.

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

1.12 CONTRACTOR USE OF PREMISES

1.12.1 General

Prior to the start of construction, the Contractor shall arrange with the Contracting Officer a sequence of procedures, means of access to work areas, space utilization for staging and storage of materials and equipment, and the use of approaches to the work areas.

NOTE: Cape Porpoise Habror has limited land-based access to the water.

Among these limitations, the local boat launch area can only be utilized during the upper end of the tidal range. The contractor shall familiarize themselves with the project area access limitations and schedule work items accordingly.

1.12.2 Access to the Site and Storage/Staging Areas

a. The Contractor is responsible for maintaining access necessary for its equipment, material, and plant to and from the work area.

1.12.3 Temporary Facilities and Utilities, and Storage Areas

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

SECTION 01 11 00 Page 9

1.12.4 Work Limits

The limits of work within the Federal navigation project are the 15-Foot Channel, 15-Foot Anchorage, and the 6-Foot Channel. Specific dredging areas and side slope areas within these limits shall be dredged to obtain the required depths and side slopes as shown on the contract drawings.

1.12.5 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.

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

1.12.6 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.

1.12.7 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 existing items in all aspects. All replacements shall be in kind.

1.12.8 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.

1.12.9 Daily Clean Up

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.

1.12.10 Littering

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

1.12.11 Government Sanitary Facilities

Toilet facilities are not available on site for Contractor's use. The Contractor shall provide portable toilets for its personnel and subcontractors as specified in EM 385-1-1 under Section 2, Sanitation.

SECTION 01 11 00 Page 10

1.13 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. Government-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 including 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 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.

1.14 COORDINATION

1.14.1 Public Notice

The public shall be notified of this dredging project at least 30 days before commencement of dredging operations at the site, each year that dredging is performed. A brief description of the work to be performed and the intended schedule of dredging and disposal operations shall be published in a newspaper of general circulation in the area adjacent to the dredging. The notice shall include the locations where the work is to be performed, the time sequence of events, a map of the haul route to be followed between the dredging areas and the disposal site with reference to the width of the haul lane, the location and limits of the disposal site, and the procedure the Contractor will use to respond to claims for loss of property during the hauling work. The notice shall include the Contractor's point of contact and telephone number.

1.14.2 Notice to Mariners

Prior to the start of dredging operations each year, the Contractor shall coordinate with the U.S. Coast Guard (USCG) 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

SECTION 01 11 00 Page 11 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."

1.14.3 Aids to Navigation

Aids to navigation (beacons, buoys, markers, etc.) have been placed by the USCG in the vicinity of the project area. The Contractor shall not interfere with these aids to navigation. If the work of this project requires the temporary movement or relocation of any aid to navigation, the Contractor shall notify the USCG and the Contracting Officer of the requirement 30 days in advance. USCG personnel will then move or relocate the aid to navigation as appropriate for the progress of the work. Under no circumstances shall the Contractor move or relocate an aid to navigation under his own authority with his own personnel. The Contractor shall also contact the USCG at the completion of all work and the removal of all marine plant.

1.14.4 Points of Contact

a. Coast Guard:

(1) Aids to Navigation:

U.S. Coast Guard - Sector Northern New England email: NNEWaterways@uscg.mil

Mr. Matthew Odom Office Phone: 207-347-5015 email: matthew.t.odom@uscg.mil

(2) Notice to Mariners:

Primary Notice Posting Contact email: lnm@uscg.mil

Secondary Notice Posting Contact Ms. Mary F. Swanson Office Phone: 617-223-8356 email: mary.f.swanson@uscg.mil

b. Town of Kennebunkport, Maine

(1) Town and Harbor:

Town Manager Laurie Smith Office Phone: 207-967-1606 email: lsmith@kennebunkportme.gov

SECTION 01 11 00 Page 12

Harbor Master Christopher Mayo Office Phone: 207-967-5040 email: cmayo@kennebunkportme.gov

(2) Emergency Service

Kennebunkport Police Department 101 Main Street, Kennebunkport, ME Main Phone: 207-967-2454

Kennebunkport Fire Department 32 North Street, Kennebunkport, ME Main Phone: 207-967-2114

Emergency Number: 911

1.15 GENERAL SAFETY REQUIREMENTS

1.15.1 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.

1.15.2 Contractor's Project Superintendent

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.

1.16 PRE-CONSTRUCTION PHOTOGRAPHIC SURVEY

The Contractor shall perform a pre-construction photographic survey at the project site to document the pre-construction conditions of all existing piers and structures within 30 Feet of dredge operations and plant mobilizations, access areas for construction, and storage activities. The survey shall document the project site features and storage areas as described, but special attention shall be focused on the condition of existing piers, docks and structures within 30 Feet of dredge operations and mobilizations, especially areas which may be subject to damages from construction activities. This pre-construction photographic survey shall be conducted during the lowest tide elevation of any tidal cycle and be comprised of still photographs and/or videos in sufficient quantity to fully document the existing conditions which may be impacted by construction activities. A written narrative shall be prepared by the Contractor which organizes and summarizes the findings of the pre-construction photographic survey photographs and/or videos. The written narrative, together with the photographs and/or videos, shall constitute a "Pre-construction Photographic Survey Report", which shall be submitted to the Contracting Officer for approval. No dredge operation work shall be performed until this "Pre-construction Survey Report" has been accepted.

SECTION 01 11 00 Page 13

1.17 ENVIRONMENTAL PROTECTION

To provide for control of all environmental pollution arising from construction activities, the Contractor and its subcontractors, in the performance of this contract, shall comply with Section 01 57 20 ENVIRONMENTAL PROTECTION, and all applicable federal, state, and local laws and regulations concerning environmental protection pollution control and abatement.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 11 00 Page 14

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

04/94

PART 1 GENERAL

1.1 SUBMITTALS

1.2 JOB PAYMENT ITEMS

1.3 UNIT PRICE PAYMENT ITEMS

1.4 BIDDING SCHEDULE - PAYMENT ITEMS

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 22 00 Page 1

SECTION 01 22 00

MEASUREMENT AND PAYMENT

04/94

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 quantity surveys.

1.2 JOB PAYMENT ITEMS

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

1.3 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 job or unit price payment item, shall be included in the listed job item most closely associated with the work involved.

a. Item Number 0001, "Mobilization and Demobilization for Dredging and Disposal".

SECTION 01 22 00 Page 2

Payment will be made for costs associated with mobilization and demobilization for dredging operations, as defined in Special Contract Requirements clause "PAYMENT FOR MOBILIZATION AND

DEMOBILIZATION".

Unit of Measure: Job.

b. Item Number 0002, "Maintenance Dredging and Open Ocean Disposal;

15-Foot Channel, 15-Foot Anchorage, and 6-Foot Channel".

The contract price per cubic yard for Payment Item Number 0002, shall include all costs for removal of materials encountered from dredging the Federal Navigation Project (FNP) to the specified depths, including the 15-Foot Channel, the 15-Foot Anchorage, and the 6-Foot Channel and the transportation to and disposal of the dredged material at the designated disposal site as specified under Section 35 20 23 MECHANICAL DREDGING.

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 after-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 overdepths as described in Section 35 20 23 MECHANICAL DREDGING, paragraph "Dredging Limits", less any deductions that may be required for misplaced material described in subparagraph "Disposal In Non-Approved Areas".

The contract drawings 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. Refer to Special Contract Requirements, subpart "Contract Drawings and Specifications" for additional information and requirements regarding contract drawings.

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 after 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.

Also refer to Section 35 20 23 MECHANICAL DREDGING, Subpart

"DREDGING LIMITS".

Within the contract price per cubic yard for Payment Item Number 0002, the contractor shall include all costs for labor, equipment, and materials for the removal, retrieval, and delivery of 30 derelict moorings within the Federal Navigation Project. Refer to

SECTION 01 22 00 Page 3

Section 35 20 23 MECHANICAL DREDGING, Subpart "FLOATS AND MOORINGS", for what constitutes a derelict mooring and where they are to be delivered. Any derelict moorings encountered beyond the above mentioned quantity carried in the unit price shall be treated as debris.

A Box Cut Credit of payable volume below the Allowable Overdepth limits may be applied to the "Prescribed Box Cut" areas as outlined in Section 35 20 23 MECHANICAL DREDGING, Subpart "Prescribed Box Cut".

Unit of Measure: Cubic Yard (CD).

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

SECTION 01 22 00 Page 4

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 (G)

1.4.1.1 Approval Codes

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 APPROVED SAMPLES

1.16 WITHHOLDING OF PAYMENT

1.17 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

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

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

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

d. 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.

e. 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)

Submittals requirements are specified in the technical sections.

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

SD-01 Preconstruction Submittals

Submittals which are required prior to 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.

SECTION 01 33 00 Page 2

Certificates of insurance

Surety bonds

List of proposed Subcontractors

List of proposed products

Construction Progress Schedule

Network Analysis Schedule (NAS)

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.

SECTION 01 33 00 Page 3

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

Confined space entry permits.

Text of posted operating instructions.

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 (G)

Government approval is required for extensions of design, critical materials, deviations, Government-required plans, schedules, O&M manuals, as-built drawings, 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 Approval Codes

a. Construction Division {"AO" (Area Office), "RO" (Resident Office), or "PO" (Project Office) Reviewer}: An "AO", "RO", or "PO" in column "f" indicates that the submittal review action is by New England District Construction Division. Send all such submittals to the project Resident or Area Engineer, as applicable.

b. Engineering Division {"DO" (District Office) Reviewer): A "DO" on the attached submittal register, column "f" indicates that the submittal review action is by the New England District, Engineering Division, or other organization in the District Office. Send all such submittals to

SECTION 01 33 00 Page 4 the project Resident or Area Engineer for distribution to the appropriate approving authority.

c. Architect-Engineer Firm {"AE" reviewer): An "AE" on the attached submittal register, column "f" indicates that the submittal review action is by the Architect-Engineer firm associated with the project.

d. A "G" followed by "SJ" on the attached submittal register, column "f" indicates that the submittal review action is by the South Atlantic Division, Mobile District, 109 Saint Joseph Street, Mobile, Alabama 03668.

e. Government acceptance is required for submittals with a "G, A" designation.

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 in subpart titled "Government Approved."

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 an electronic copy in acceptable format (pdf or MS Word) for each submittal requiring review and approval by the Contracting Officer. Upon approval the Contractor shall provide two hard copies to the Contracting Officer.

1.6.2 Information Only

Submit an electronic copy in acceptable format (pdf or MS Word) and two hard copies for each submittal designated as "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

SECTION 01 33 00 Page 5 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

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

b. 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

a. 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.

b. 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

a. Prepare and maintain submittal register, as the work progresses. Do

SECTION 01 33 00 Page 6 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 01 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM). 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.

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

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

(3) Column (e): Lists one principal paragraph in specification section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting project requirements.

b. Thereafter, the Contractor is to track all submittals by maintaining a complete list, including completion of all data…