SPECS_Revised_August.pdf

Solicitation No.:

W912WJ-16-B-0011

REPAIRS TO STONE DIKE

Plymouth Long Beach Plymouth, Massachusetts

Construction Solicitation and Specifications

August 2016

BACKSIDE

PROJECT COVER PAGE

REPAIRS TO STONE DIKE, PLYMOUTH LONG BEACH, ISSUE COPY

PLYMOUTH, MASSACHUSETTS AUGUST 2016

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 00.10 QUALITY CONTROL SYSTEM (QCS)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 20 ENVIRONMENTAL PROTECTION

01 71 23 FIELD ENGINEERING

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 31 19 STONE DIKE REPAIRS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

BACKSIDE

TABLE OF CONTENTS

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 and Background

1.1.2 Project Description

1.1.2.1 General Scope of Work

1.2 SUBMITTALS

1.3 SITE CONDITIONS

1.4 WORK SITE

1.5 SUPERINTENDENCE BY THE CONTRACTOR

1.6 PRE-CONSTRUCTION CONFERENCE

1.7 PRE-CONSTRUCTION PHOTOGRAPHIC SURVEY

1.8 PRE-CONSTRUCTION CROSS-SECTIONS

1.9 COORDINATION AND DIRECTION DURING CONSTRUCTION

1.10 WORK REQUIREMENTS AND SCHEDULING

1.10.1 Environmental Restriction

1.10.2 Hours of Operation

1.10.3 Work Sequence

1.10.4 Scheduling

1.10.4.1 Initial Project Schedule

1.10.4.2 Periodic Schedule Updates

1.10.5 Rate of Progress

1.11 CONTRACTOR'S USE OF UPLAND FACILITIES AND HAULING ROUTES

1.12 CONTRACTOR USE OF PREMISES

1.12.1 Access to the Site and Storage/Staging Areas

1.12.2 Temporary Facilities and Utilities, and Storage Areas

1.12.3 Work Limits

1.12.4 Protection and Security

1.12.5 Emergency Contacts

1.12.6 Damaged Property

1.12.7 Contractor's Receipt of Supplies

1.12.8 Daily Clean Up

1.12.9 Littering

1.12.10 Government Sanitary Facilities

1.13 QUALITY ASSURANCE

1.14 GENERAL SAFETY REQUIREMENTS

1.14.1 General

1.14.2 Contractor's Project Superintendent

1.15 ENVIRONMENTAL PROTECTION

1.16 RECORD DRAWINGS

1.16.1 Preparation of Record Drawings

1.16.2 Payment

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Location and Background

a. Long Beach in Plymouth Massachusetts is a continuous barrier beach approximately 2.8 miles long with a stone dike structure that extends the full length of the beach. Long Beach separates historic Plymouth Harbor from the open waters of Cape Cod Bay, thereby providing sheltered water for the many recreational and commercial boats that utilize the harbor.

b. The stone dike protection project for Plymouth Long Beach was authorized by the Rivers and Harbors Act of 1899. The plan called for the construction of a riprap dike along Long Beach to repair damages caused by the storm of 1898. The project was completed in 1901.

Portions of this project have been repaired over the years. In 1971 approximately 4,800 feet of the dike was repaired and reconstructed with stone aprons placed on both sides for added stability. Refer to photo attached at the end of this section titled "Typical View of Stone Dike".

c. Long Beach Dike was damaged during Blizzard "Juno" in 2015. Stones were dislodged at several locations and relocated to both the landward (westerly) and seaward (easterly) sides of the structure, leaving the structure vulnerable to unraveling during future storm events.

1.1.2 Project Description

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

1.1.2.1 General Scope of Work

a. The Contractor shall provide all supervision, plant, labor, materials, tools and equipment, safety, quality control, and mobilization and demobilization necessary to repair and rebuild portions of Long Beach Dike to its existing profile and cross-section as per the contract drawings and contract specifications. The scope of work under this contract shall be as follows:

(1) Major Repair Areas:

(a) In accordance with the contract documents, perform major repair area work to rebuild and repair the existing stone dike at locations A1 through A5. Stones shall be placed and interlocked in accordance with the contract documents.

(b) Refer to the "General Repair Notes" and "Major Repair Area Notes" on contract drawing sheet C-303 for additional requirements.

SECTION 01 11 00 Page 2

(2) Minor Repair Areas:

(a) In accordance with the contract documents, perform up to 15 minor repairs along the existing stone dike. Stones shall be placed and interlocked in accordance with the contract documents.

1. Five minor repair areas will be part of the base bid.

2. The remaining 10 minor repair areas will be under optional bid items .

(b) For location of minor repair areas refer to "Minor Repair Area Notes" on contract drawing sheet C-303.

(c) Each minor repair area selected during the pre-construction site visit shall be located using a real time kinematic (RTK) capable global positioning system (GPS). Refer to paragraph titled "Real Time Monitoring" under Section 01 71 23, FIELD

ENGINEERING.

(d) Utilizing the RTK GPS data, the Contractor shall plot the location of each minor repair area in a CADD drawing. Refer to paragraph titled "CADD Drawing for Location of Minor Repair Areas" under Section 01 71 23, FIELD ENGINEERING.

(e) Refer to the "General Repair Notes" and "Minor Repair Area Notes" on contract drawing sheet C-303 for additional requirements.

(3) Each major and/or minor repair area may require new armor stones to fill voids where existing stones are missing or have been deemed not usable by the Contracting Officer. The Contractor shall deliver, furnish, and place 100 tons of new armor stone to complete all major and minor repairs. New armor stones shall be stockpiled and stored separately from existing stones, i.e. new stones shall not be mixed with existing stones.

(4) All work and construction methods necessary to complete all major and minor repairs to the existing stone dike shall be completed from the landward (westerly) side of the stone dike only. Working on the seaward (easterly) side or along the top of the stone dike will not be permitted. Mobilization of equipment and the rehabilitation of the dike will require land-based construction methods, resources, equipment, or a combination thereof.

(5) For all major and minor repairs, the Contractor shall use ALL of the existing armor stones within the repair area as well as ALL of the existing armor stones that were displaced and are adjacent to the repair areas. New armor stones shall only be used to the extent necessary to fill voids as noted above under part a(3) of subparagraph titled "General Scope of Work".

b. The Contractor shall provide temporary control measures to deter the public from climbing on the existing stone dike or entering the work site. Refer to Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS.

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

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

SD-01 Preconstruction Submittals

Pre-construction Photographic Survey Report ; G, RO

Drawings showing Pre-Construction Cross-Sections ; G, RO

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.

SD-07 Certificates

Periodic Schedule Updates ; G, RO

SD-11 Closeout Submittals

Record Drawings

Record drawings showing all deviations that have been made from the contract drawings shall be submitted to the Contracting Officer for approval at the completion of work. See subpart below titled "RECORD DRAWINGS" for record keeping and submittal requirements.

1.3 SITE CONDITIONS

Data and information provided or referred to below is for the Contractor's information. The Government will 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. 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. Water-bourne Traffic: Due to the location of the work, marine traffic

SECTION 01 11 00 Page 4 within and around Plymouth Harbor will not cause interference with contract operations.

1.4 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.

1.5 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 also perform the duty of the Contractor Quality Control (CQC) System Manager contingent upon meeting the requirements as specified in the contract documents. The project superintendent may not serve as the Site Safety and Health Officer

(SSHO).

1.6 PRE-CONSTRUCTION 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.

1.7 PRE-CONSTRUCTION PHOTOGRAPHIC SURVEY

a. The Contractor shall perform a pre-construction photographic survey of the existing seawall and stone dike to document the pre-construction conditions of the seawall and the dike.

(1) The limits of existing seawall to be photographed are shown on contract drawing Sheet G-102; also see Note 5 on contract drawing Sheet G-102.

(2) Photographs of the existing stone dike only need to be at the major and minor repair areas.

SECTION 01 11 00 Page 5

b. Special attention shall be focused on the condition of existing armor stones, especially existing armor stones in areas which are not to be rebuilt as part of this contract, but which may be subject to damages from construction activities. The photographs shall capture the repair area plus a minimum of 30 feet to either side of each repair area.

c. Stationing shall be marked on the existing stone dike prior to the survey, and this stationing shall be clearly visible in the photographic record.

d. The number of photographs shall be in sufficient quantity to fully document the existing conditions which may be impacted by construction activities.

e. The Contractor shall prepare a written narrative which organizes and summarizes the findings of the pre-construction photographic survey photographs. The written narrative, together with the photographs, shall constitute a " Pre-construction Photographic Survey Report ," which shall be submitted to the Contracting Officer for acceptance.

f. No on-site work shall be performed until this "Pre-construction Survey Report" has been accepted by the Contracting Officer.

1.8 PRE-CONSTRUCTION CROSS-SECTIONS

a. Prior to the start of construction, the Contractor's registered land surveyor shall perform a pre-construction survey of the existing stone dike to collect cross-sections at 5-foot intervals along the established control line at each of the major and minor repair areas.

The start and end of the pre-construction survey at each repair area shall go beyond the ends of the repair area a minimum of 20 feet.

b. The control line stationing shall be marked on the existing stone dike prior to the start of the survey work. Refer to Section 01 71 23 FIELD ENGINEERING for survey requirements.

c. The survey data collected for the cross-sections shall meet the requirements of subparagraph "As-Built Cross-Sections" under Section

01 71 23 FIELD ENGINEERING.

d. The Contractor shall process the survey data and prepare and submit drawings to the Contracting Officer showing each cross-section at each 5-foot interval.

e. After the Contracting Officer has received and reviewed the submittal of the cross-section drawings the Contractor and the Contracting Officer's Representative (COR) will walk the existing stone dike to compare the pre-construction cross-sections within the extents of the repair work as shown on the contract drawings. If it is found that areas of the existing stone dike have deteriorated beyond the extents of the repair work, and the added work to repair the deteriorated areas outside the extents of the repair work is accepted and approved by the Contracting Officer, the work will be done at an equitable adjustment to the contract price in accordance with the CONTRACT CLAUSE titled "Changes."

SECTION 01 11 00 Page 6

1.9 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 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.

1.10 WORK REQUIREMENTS AND SCHEDULING

1.10.1 Environmental Restriction

Due to piping plover nesting work on Plymouth Long Beach is prohibited after 31 March 2017.

1.10.2 Hours of Operation

For the entire performance period of this Contract, the Contractor will be allowed to work 24 hours per day, Monday through Sunday. The actual hours of operation will be discussed at the Pre-Construction Conference. During periods of darkness, the work shall be lighted in a manner approved by the Contracting Officer.

1.10.3 Work Sequence

At a minimum, the Contractor shall implement the following work sequence during the prosecution of the work.

a. Conduct pre-construction site walk to locate all minor repair areas.

b. Paint the control line stationing along the top of the existing stone dike at all major and minor repair areas.

c. Start and complete the repair work for all five major repair areas.

The Contractor shall start with the most northerly major repair area and proceed southerly.

d. Upon completion of the repair work for all five major repairs areas, start and complete the repair work for all minor repair areas. The Contractor shall start with the most northerly minor repair area and proceed southerly.

SECTION 01 11 00 Page 7

1.10.4 Scheduling

a. All work shall be carefully scheduled to prevent any excessive interruptions along Ryder Way and within the Town's beach parking lot.

b. The Contractor shall utilize the work sequence shown above and the contract drawings and specifications in preparing the progress schedule. 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.

1.10.4.1 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.

1.10.4.2 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.

1.10.5 Rate of Progress

a. 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."

b. Should the Contractor fail to maintain a satisfactory rate of progress in accordance with the Contractor's approved progress schedule, 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.

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 the use of any water access (docks, piers, ramps, etc.) that the Contractor deems

SECTION 01 11 00 Page 8 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 water access location obtained by the Contractor.

1.12 CONTRACTOR USE OF PREMISES

1.12.1 Access to the Site and Storage/Staging Areas

a. The Contractor is responsible for maintaining access to and from its staging and storage areas as well as all necessary access to and from the work area for its equipment, material, and plant.

b. Access or travel by the Contractor through any other private areas outside the approved designated access areas will be prohibited.

c. The Contractor shall keep Ryder Way open to public traffic at all times during construction operations.

1.12.2 Temporary Facilities and Utilities, and Storage Areas

The Contractor shall comply with Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS regarding its temporary facilities, POV parking, temporary utilities, and storage areas.

1.12.3 Work Limits

Work shall be restricted to the limits of work as shown on the contract drawings.

1.12.4 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.

1.12.5 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.

SECTION 01 11 00 Page 9

1.12.6 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.

1.12.7 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.

1.12.8 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.

1.12.9 Littering

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

1.12.10 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 Section 01 50 00 TEMPORARY CONSTRUCTION

FACILITIES AND CONTROLS.

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

SECTION 01 11 00 Page 10 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 GENERAL SAFETY REQUIREMENTS

1.14.1 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 protect Town, private, and Government property. The Contractor shall perform the work in a manner consistent with all security and safety regulations.

1.14.2 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.

1.15 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.

1.16 RECORD DRAWINGS

Maintain at the jobsite one set of full-size contract drawings marked to show all deviations that have been made from the contract drawings, including buried or concealed construction and utility features revealed during the course of construction. Record the horizontal and vertical location of all buried utilities that differ from the contract drawings.

These drawings shall be available for review by the Contracting Officer at all times. Upon completion of the work, submit the original marked set of prints to the Contracting Officer for approval. Requests for partial payments will not be approved if the marked prints are not current, and request for final payment will not be approved until the marked prints are submitted to and approved by the Contracting Officer.

1.16.1 Preparation of Record Drawings

The entries shall be made in the jobsite set of prints at the time field changes are made, pertinent information collected, or need for corrections established, as a continuing process during the life of the contract. As revised drawings are issued by the Contracting Officer, revised prints shall be introduced into the set to replace the superseded drawings and all applicable notations previously made on the superseded drawings transferred to the current prints. Carefully prepared sketches, not less than 8-1/2" x 11", may be used to depict changes or added information in lieu of notations on the actual prints. Staple sketches to the prints

SECTION 01 11 00 Page 11 affected by the change. All plan views, sections, elevations, profiles, diagrams, details, or schedules affected by a change shall be marked up as required to reflect the change. All notations or changes made on the prints shall be in sufficient detail to clearly depict the change.

Colored pens or pencils shall be used to make notations on the record prints as follows:

Red pen or pencil shall be employed to indicate added or corrected work or information.

Green pen or pencil shall be used to show the deleted or incorrectly depicted work or information.

Blue or black pen or pencil shall be used to show information not to be recorded on the drawings but included on the marked-up prints for explanatory or clarification purposes for the benefit of the Contracting Officer.

1.16.2 Payment

No separate payment will be made for record drawings required under this contract, and all costs accrued in connection with such drawings are considered a subsidiary obligation of the Contractor.

PART 2 PRODUCTS

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PART 3 EXECUTION

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-- End of Section --

SECTION 01 11 00 Page 12

TOP CREST LANDWARD SIDE SLOPE

SEAWARD SIDE SLOPE

SEAWARD STONE APRON

LANDWARD STONE APRON

TYPICAL VIEW OF STONE DIKE

REPAIRS TO STONE DIKE

PLYMOUTH LONG BEACH, PLYMOUTH, MASSACHUSETTS

(ATTACHMENT TO SECTION 01 11 00)

Intentionally Left Blank for Duplex Printing

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 JOB PAYMENT ITEMS

1.2 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 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.

1.2 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 that are not specifically mentioned to be included in a particular Bidding Schedule job payment item, shall be included in the listed job item most closely associated with the work involved.

BASE BID ITEMS

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

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

DEMOBILIZATION".

Unit of measure: Job.

b. Item No. 0002, "Major Repair Work."

This work will be paid for at the contract job sum for the removal, handling, and rehandling of existing armor stone, and the rebuilding of the existing stone dike at five separate major repair areas as shown on the contract drawings, and as specified in Section 35 31 19 STONE DIKE REPAIRS and other appropriate sections of the specifications. The price shall include all plant, supervision, labor, new armor stones, materials, quality control, safety, and equipment incidental to the completion of this item.

No separate payment will be made for the necessary rehandling of new or existing stone required to repair the stone dike in accordance with the contract documents. This inlcudes necessary rehandling to interlock stones between repair and non-repair areas, and transition areas. All costs associated with the rehandling of new or existing stone for major repairs shall be included under this item.

Unit of measure: Job.

SECTION 01 22 00 Page 2

c. Item No. 0003, "Minor Repair Work."

This work will be paid for at the contract job sum to complete minor repairs to the existing stone dike at five separate locations. The repair work shall be as specified in the contract documents. The price shall include all plant, supervision, labor, new armor stones, materials, quality control, safety, and equipment incidental to the completion of this item.

No separate payment will be made for the necessary rehandling of new or existing stone required to repair the stone dike in accordance with the contract documents. This inlcudes necessary rehandling to interlock stones between repair and non-repair areas, and transition areas. All costs associated with the rehandling of new or existing stone for minor repairs shall be included under this item.

Unit of measure: Job.

OPTIONAL BID ITEM

d. Item Number 0004, "Additional Minor Repair Work #1."

This work will be paid for at the contract job sum to complete minor repairs to the existing stone dike at five additional separate locations. The repair work shall be as specified in the contract documents. The price shall include all plant, supervision, labor, new armor stones, materials, quality control, safety, and equipment incidental to the completion of this item. Refer to Bid Note 3 under Section 00 41 00, Bidding Schedule.

No separate payment will be made for the necessary rehandling of new or existing stone required to repair the stone dike in accordance with the contract documents. This inlcudes necessary rehandling to interlock stones between repair and non-repair areas, and transition areas. All costs associated with the rehandling of new or existing stone for minor repairs shall be included under this item.

Unit of Measure: Job.

e. Item Number 0005, "Additional Minor Repair Work #2."

This work will be paid for at the contract job sum to complete minor repairs to the existing stone dike at five additional separate locations. The repair work shall be as specified in the contract documents. The price shall include all plant, supervision, labor, new armor stones, materials, quality control, safety, and equipment incidental to the completion of this item. Refer to Bid Note 3 under Section 00 41 00, Bidding Schedule.

No separate payment will be made for the necessary rehandling of new or existing stone required to repair the stone dike in accordance with the contract documents. This inlcudes necessary rehandling to interlock stones between repair and non-repair areas, and transition areas. All costs associated with the rehandling of new or existing stone for minor repairs shall be included under this item.

Unit of Measure: Job.

SECTION 01 22 00 Page 3

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 22 00 Page 4

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 (G)

1.4.2 For Information Only

1.5 PREPARATION

1.5.1 Transmittal Form

1.5.2 Source Drawings for Shop Drawings

1.5.2.1 Terms and Conditions

1.6 QUANTITY OF SUBMITTALS

1.6.1 Government Approved

1.6.2 Information Only

1.7 INFORMATION ONLY SUBMITTALS

1.8 VARIATIONS

1.8.1 Considering Variations

1.8.2 Proposing Variations

1.8.3 Warranting that Variations are Compatible

1.8.4 Review Schedule is Modified

1.9 SUBMITTAL REGISTER

1.9.1 Use of Submittal Register

1.9.2 Contractor Use of Submittal Register

1.9.3 Approving Authority Use of Submittal Register

1.9.4 Copies Delivered to the Government

1.10 SCHEDULING

1.11 GOVERNMENT APPROVING AUTHORITY

1.11.1 Review Notations

1.12 APPROVED/ACCEPTED SUBMITTALS

1.13 DISAPPROVED OR REJECTED SUBMITTALS

1.14 APPROVED SAMPLES

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

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.

f. A submittal register showing items of equipment and/or materials for when submittals are required by the specifications is provided at the end of this section.

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 or the start of the next major phase of construction on a multi-phase contract, includes schedules, SECTION 01 33 00 Page 2 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

Surety bonds

List of proposed Subcontractors

List of proposed products

Construction progress schedule

Network Analysis Schedule (NAS)

Submittal register

Schedule of prices or Earned Value Report

Health and safety plan

Work plan

Quality Control(QC) plan

Environmental protection plan

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the 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

SECTION 01 33 00 Page 3 requirements. Unless specified in another section, 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, installer or Subcontractor through Contractor. The document purpose is to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

SD-11 Closeout Submittals

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

Submittals required for Guiding Principle Validation (GPV) or Third Party Certification (TPC).

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

1.2.3 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.

SECTION 01 33 00 Page 4

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, 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 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are considered to be "shop drawings."

1.4.2 For 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 attached sample transmittal form in Appendix B ENG Form 4025-R for submitting both Government approved 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.

1.5.2 Source Drawings for Shop Drawings

The entire set of Source Drawing files (DWG) will not be provided to the Contractor. Only those requested by the Contractor to prepare shop drawings may be provided. Request the specific Drawing Number only for the preparation of Shop Drawings. These drawings may only be provided after award.

1.5.2.1 Terms and Conditions

a. Data contained on these electronic files must not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal

SECTION 01 33 00 Page 5 exposure to the Government. The Contractor must make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor must, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

b. These electronic Source Drawing files are not construction documents.

Differences may exist between the Source Drawing files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic Source Drawing files, nor does it make representation to the compatibility of these files with the Contractor hardware or software. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished Source Drawing files, the signed and sealed construction documents govern. The Contractor is responsible for determining if any conflict exists. Use of these Source Drawing files does not relieve the Contractor of duty to fully comply with the contract documents, including and without limitation, the need to check, confirm and coordinate the work of all contractors for the project.

If the Contractor uses, duplicates or modifies these electronic Source Drawing files for use in producing construction data related to this contract, remove all previous indicia of ownership (seals, logos, signatures, initials and dates).

1.6 QUANTITY OF SUBMITTALS

1.6.1 Government Approved

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

1.6.2 Information Only

Submit electronic copy in acceptable format (pdf or MS Word) of each submittal. Upon final Government acceptance the Contractor shall provide the Contracting Officer two hard copies of each submittal designated as for "Information Only."

1.7 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.

SECTION 01 33 00 Page 6

1.8 VARIATIONS

Variations from contract requirements require both Designer of Record (DOR) and Government approval pursuant to contract Clause FAR 52.236-21 and will be considered where advantageous to Government.

1.8.1 Considering Variations

a. Discussion with Contracting Officer prior to submission, after consulting with the DOR, 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.

1.8.2 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, including the DOR's written analysis and approval. 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-R 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.

1.8.3 Warranting that Variations are Compatible

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

1.8.4 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.

1.9 SUBMITTAL REGISTER

a. 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

SECTION 01 33 00 Page 7 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…