Specifications.pdf

Solicitation No.:

W912WJ18B0005

GREEN HARBOR JETTY REPAIR

Green Harbor Marshfield, Massachusetts

Construction Solicitation and Specifications

November 2017

Green Harbor Jetty Repair

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 41 00 BIDDING SCHEDULE

00 80 00 SPECIAL CONTRACT REQUIREMENTS

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 QUALITY CONTROL

01 45 01 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE(RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 54 50 MARINE PLANT AND EQUIPMENT

01 57 20 ENVIRONMENTAL PROTECTION

01 58 00 PROJECT AND WARNING SIGNS

01 71 23 FIELD ENGINEERING

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 31 19 JETTY REPAIRS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Location

1.1.2 Project Background

1.1.3 General Description of the Work

1.2 SUBMITTALS

1.3 SITE CONDITIONS

1.4 WORK SITE

1.5 SUPERINTENDENCE BY THE CONTRACTOR

1.6 PRECONSTRUCTION CONFERENCE

1.7 COORDINATION AND DIRECTION DURING CONSTRUCTION

1.8 WORK SEQUENCE AND SCHEDULING

1.8.1 Hours of Operations

1.8.2 Work Sequence

1.8.2.1 General

1.8.2.2 Progress Schedule

1.8.3 Scheduling

1.8.4 Organization at the Site

1.8.4.1 General

1.8.4.2 Rate of Progress

1.9 PRE-CONSTRUCTION CROSS-SECTIONS

1.10 CONTRACTOR USE OF PREMISES

1.10.1 Parcels

1.10.2 Access to the Work Site and Storage/Staging Areas

1.10.3 Work Limits

1.10.4 Temporary Facilities and Utilities, and Storage and Staging

Areas

1.10.5 Protection and Security

1.10.6 Work By Other Contractors

1.10.7 Emergency Contacts

1.10.8 Damaged Property

1.10.9 Contractor's Receipt of Supplies

1.10.10 Daily Clean Up

1.10.11 Tobacco Materials

1.10.12 Government Sanitary Facilities

1.11 QUALITY ASSURANCE

1.12 COORDINATION

1.12.1 Notice to Mariners

1.12.2 Aids to Navigation

1.12.3 Points of Contact

1.13 GENERAL SAFETY REQUIREMENTS

1.13.1 General

1.13.2 Contractor's Project Superintendent

1.14 ENVIRONMENTAL PROTECTION

1.15 RECORD DRAWINGS

1.15.1 Preparation of Record Drawings

1.15.2 Payment

SECTION 01 11 00 Page 1

PART 2 PRODUCTS

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 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Location

Green Harbor in Marshfield, Massachusetts is situated in the northwestern end of Cape Cod Bay, about 30 miles southeast of Boston and 9 miles north of Plymouth Harbor. This project includes repairs to the East Jetty.

1.1.2 Project Background

The East Jetty at Green Harbor is an interlocked stone structure, with an average armor stone size of 3 to 7 tons, and a bedding layer beneath the armor stone. The East Jetty is approximately 620 feet in length with a height of 14.35 to 15.35 feet above mean lower low water (MLLW) for approximately the first 120 feet of the structure and a height of 14.35 feet MLLW for the remaining 500 feet of the structure, a crest width of 6 feet, with harbor side slope of 1.5H:1V and ocean side slope ranging from 1.5H:1V to 2H:1V. Partial reconstruction of the East Jetty was performed in 2013 and a portion was damaged during the Nor'easter Juno in January 2015. The intent of this work is to repair the jetty at the center of mass of stone.

1.1.3 General Description of the Work

a. The Contractor shall provide all supervision, plant, labor, materials, tools and equipment, safety, quality control, and mobilization and demobilization necessary to perform the following scope of work:

(1) Perform repairs to restore the East Jetty to the profile and cross-sections shown on the contract drawings and as required by the specifications. Repairs will require substantial rehandling (moving and manipulation) of both new armor stone, harvested armor stones and existing jetty stones to obtain the required interlocking placement within specified tolerances.

(2) Repairs to the East Jetty will require the mobilization and demobilization, furnishment and delivery of new armor stones, harvesting and stockpiling of existing armor stones displaced during the Nor'easter Juno in 2015, full dismantling and stockpiling of existing jetty stones within the repair areas down to the bedding layer of the jetty, and placing of both existing stockpiled stones and new armor stone within the repair to the required specifications. At the completion and acceptance by the COR of the repair, any displaced, rejected existing stone or remaining armor stone not used for the samll areas of damage, or repair sections E1 and E2, shall be placed along the existing toe of the East Jetty, regardless of size. The placement of the existing armor stone shall be coordinated with the COR.

SECTION 01 11 00 Page 3

(3) Construction methods necessary to repair the East Jetty shall be by both land and water, subject to the restrictions "a" through "f" below.

Mobilization of Equipment, rehabilitation of the East Jetty will require land and water based construction methods, resources, and equipment.

a. Water-based or land-based construction methods shall be used for the repair of the East Jetty.

b. Delivery of new armor stone for the jetty repair shall be water based.

c. Contractor access by land to the East Jetty is only available using the Access Route shown on contract drawing C-101 and Exhibit D attached to the end of Section 01 50 00.

d. The Access Route to the East Jetty as shown on Exhibit D attached to the end of Section 01 50 00, is required for employment of land based construction equipment and is available to the Contractor for the duration of the contract.

e. The Contractor shall not work from the crest of the jetty.

f. The Contractor shall provide temporary control measures to deter the public from accessing the jetty or work areas during construction.

Refer to Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS.

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

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

Progress Schedule; G, RO

In accordance with the contract clauses, the Contractor shall, within 5 days after receipt of notice to proceed or as otherwise determined by the Contracting Officer, submit for approval a practicable progress schedule. When changes are authorized that result in contract time extensions, Contractor shall submit a modified chart for approval by the Contracting Officer.

Preconstruction Photos; G, RO

Preconstruction photographs shall be taken to document the jetty repair areas, and project access areas prior to the start of construction. The access area photos shall serve as reference during the restoration of access areas at the end of the project.

SECTION 01 11 00 Page 4

The repair area photos will serve as reference of the extent of work areas that are required at the jetty during construction.

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 Officerfor 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. Conditions of Channel: Maintenance dredging in the Green Harbor Federal Navigation Channel was last performed in 2015.

d. Water-bourne Traffic: The area is used by fishing boats and small recreation craft, which may cause significant interference with contract operations. The Government will not undertake to keep the area free from vessels or other obstructions, except to the extent of applicable regulations. The Contractor shall 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 area as to make difficult or endanger the passage of any vessels, the plant shall be promptly moved on the approach of any vessel to such an extent as may be necessary to afford a practicable passage.

1.4 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.

SECTION 01 11 00 Page 5

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

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

1.6 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. All submittals which are ready for submission prior to start of work may be brought to the conference for distribution to the participating reviewers.

1.7 COORDINATION AND DIRECTION DURING CONSTRUCTION

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

b. The Contracting Officer 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.

1.8 WORK SEQUENCE AND SCHEDULING

1.8.1 Hours of Operations

For the entire performance period of the contract, the Contractor will be allowed to perform work using land based construction Monday thru Friday, between the hours of 07:00 a.m. to 05:30 p.m..

SECTION 01 11 00 Page 6

1.8.2 Work Sequence

1.8.2.1 General

There are certain essential criteria relative to the preparation of a work sequence and time schedule that the Contractor will be required to implement and follow during the prosecution of the work. The Contractor shall utilize the contract drawings and specifications in preparing the progress schedule and work sequence. 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.

Variations shall be approved by the Contracting Officer prior to implementation.

1.8.2.2 Progress Schedule

The progress 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 (NTP) and indicating calendar days to completion. The 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. The schedule should be cost and resource loaded for contract monitoring and control purposes. Schedules should be established using a standard critical path method (CPM), or other industry approved standard. Each activity should have an early start/finish date, late start/finish date, task duration, and total float clearly indicated.

1.8.3 Scheduling

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

1.8.4 Organization at the Site

1.8.4.1 General

The Contractor shall employ ample personnel and sufficient equipment to accomplish the work of this contract in the least amount of time, within the prosecution period specified in Section 00 80 00 SPECIAL CONTRACT REQUIREMENTS, subpart "COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

(APR 1984) FAR 52.211-10."

1.8.4.2 Rate of Progress

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.

1.9 PRE-CONSTRUCTION CROSS-SECTIONS

a. Prior to the start of construction, the Contractor's registered land

SECTION 01 11 00 Page 7 surveyor shall perform a pre-construction survey of the jetty to collect cross-sections at 5-foot intervals along the established control line for the limit of the repair area from station 0+75 to station 3+50. The control line stationing shall be marked on the jetty prior to the start of the survey work. Refer to Section 01 71 24 FIELD ENGINEERING for survey requirements.

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

01 71 24 FIELD ENGINEERING.

c. 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.

d. After the Contracting Officer has received and reviewed the submittal of the cross-section drawings the Contractor and the Contracting Officer will walk the jetty or conduct a site investigation via boat to compare the pre-construction cross-sections with the extent of the repair work as shown on the construction drawings. If it is found that areas of the jetty have deteriorated beyond the extents of the repair work shown on the contract drawings, 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".

1.10 CONTRACTOR USE OF PREMISES

1.10.1 Parcels

As shown on the attached sketch at the end of Section 01 50 00, entitled

"LOCATION OF CONTRACTOR'S TEMPORARY FACILITIES, AND STORAGE AND STAGING

AREA" and "Exhibit D", a direct access route on land between the work site and the Contractor's storage and staging area is provided. The Contractor shall be responsible for delivery of new armor stone and other materials and supplies to and from the work site by water. The intertidal area may be used for the delivery, storage and/or stockpiling of stone.

1.10.2 Access to the Work 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.

b. Access to the work site may be by land or water. Access or travel by the Contractor through any other private areas outside the area designated as the work site or outside of the provided easement areas will be prohibited.

c. Access to temporary facilities and storage/staging areas shall be as noted under Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS.

1.10.3 Work Limits

Work shall be restricted to the limits of Green Harbor's East Jetty as shown on the contract drawings, and the area designated as the Contractor's storage, staging and access areas. Delivery and storage of stone shall be limited to the intertidal area of the work limits shown on the contract drawings.

SECTION 01 11 00 Page 8

1.10.4 Temporary Facilities and Utilities, and Storage and Staging Areas

The Contractor shall conform to Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS regarding temporary facilities, temporary utilities, and storage areas. Confine all operations (including storage of materials) on Government premises to areas authorized or approved by the Contracting Officer. Storage and/or stockpiling of stones is limited to the intertidal zone within the limits of work, as shown on the contract drawings.

1.10.5 Protection and Security

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

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

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

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

1.10.6 Work By Other Contractors

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

1.10.7 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.

1.10.8 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.

1.10.9 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.

1.10.10 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.

SECTION 01 11 00 Page 9

1.10.11 Tobacco Materials

Discarding tobacco materials other than into receptacles is considered littering and is subject to fines.

1.10.12 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.

1.11 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.

1.12 COORDINATION

1.12.1 Notice to Mariners

Before beginning work operations, 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 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:

SECTION 01 11 00 Page 10

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

For 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."

1.12.2 Aids to Navigation

Aids to navigation have been placed by the USCG. The Contractor shall coordinate with the USCG in advance of any work to provide for any necessary relocation or movement of aids to navigation. The Contractor shall also contact the USCG at the completion of all work and the removal of all marine plant.

1.12.3 Points of Contact

Coast Guard:

Matt Stuck; 617-223-8365; matthew.b.stuck@uscg.mil.

Notice to Mariners: Mary F. Swanson; mary.f.swanson@uscg.mil

Green Harbor Harbormaster:

Officer Michael Dimeo 1639 Ocean Street, Marshfield, MA 02050 Contact Phone No.: (781) 834-6655 (office); (781) 389-1311 (cell) Contact Email: mdimeo@marshfieldpolice.org

1.13 GENERAL SAFETY REQUIREMENTS

1.13.1 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.

1.13.2 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.

1.14 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 20.00 10 ENVIRONMENTAL PROTECTION, and all applicable federal, state, and local laws and regulations concerning environmental protection pollution control and abatement.

SECTION 01 11 00 Page 11

1.15 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.

1.15.1 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 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.

1.15.2 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

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 11 00 Page 12

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

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

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-07 Certificates

Weight Scales; G, RO

For all weight scales used to weigh materials brought to the site for incorporation in this project, Certificates of Calibration testing shall be provided by the Contractor.

Weight Slips; G, RO

The Contractor shall submit the original weight slips signed by the stone supplier's representative for each truck load of stone brought to the site for use in the project.

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.

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 payment item shall be included in the listed item most closely associated with the work involved.

SECTION 01 22 00 Page 2

a. Item Number 0001, "Mobilization and Demobilization."

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

DEMOBILIZATION".

Unit of Measure: Job.

b. Item Number 0002, "Remove, Harvest, Stockpile and Reset Existing Armor Stone in Repair Area."

This work will be paid for at the contract job amount for the harvesting of existing armor stones within the areas shown on the contract drawings, removing existing, stockpiling, and resetting of existing and harvested existing (armor) stone along the jetty and the rebuilding of portions of the jetty using removed existing (armor) stone and harvested existing (armor) stone to obtain the required interlocking placement and grades and slopes as shown on the contract drawings, and as specified in Section 35 31 19 JETTY REPAIRS and other appropriate sections of the specifications.

This work is required in Repair Areas E1, E2, and small areas of damage. The price shall include all plant, supervision, labor, materials, quality control, safety, and equipment incidental to the completion of this item.

Unit of Measure: Job.

c. Item Number 0003, "Furnish and Install New 4 to 7 Ton Armor Stone for Repair Areas."

This work will be paid for at the contract price per ton to furnish, deliver, and install new 4 to 7 ton armor stone materials for Repair Areas E1, E2, and small areas of damage, required for repairing the jetty as shown on the contract drawings, and as specified in Section 35 31 19 JETTY REPAIRS and other appropriate sections of the specifications. The price shall include all plant, supervision, labor, materials, quality control, safety, and equipment incidental to the completion of this item. Significant excavation, removing, stockpiling, and resetting of existing armor stone will be required to install new armor stone and repair the jetty. Work under this item also includes incidental work as specified in Section 35 31 19 JETTY REPAIRS under paragraph titled REHANDLING OF STONE.

The total amount of material to be paid for under this item shall be measured by the installed ton as indicated by weight slips from the quarry or other source of the stone and shown to be installed within allowable construction tolerances on the as-built cross sections as per Section 35 31 19 JETTY REPAIRS, paragraph "AS-BUILT CROSS-SECTIONS."

Certificates of calibration for weight scales used to weigh armor stone brought to the site for incorporation in this project shall be provided by the Contractor. The Contractor shall weigh each load of armor stone brought to the site, using certified weight scales at the stone supplier's facility, and shall provide to the Contracting Officer the

SECTION 01 22 00 Page 3 original weight slips signed by the armor stone supplier's representative for each load. These signed weight slips and as-built sections shall be used as a basis of payment for this item.

Armor stone rejected for use shall be removed from the site by the Contractor at the Contractor's expense. Rejected armor stone shall be weighed using the certified weight scales at the stone supplier's facility. Original weight slips, signed by the stone supplier's representative, for the rejected armor stone shall be submitted for each load of rejected armor stone. The weight of rejected armor stone shall be deducted from payment due the Contractor.

Once production of the jetty repairs begin, the Contractor shall submit as-built cross-sections in accordance with Section 35 31 19 JETTY REPAIRS, paragraph "AS-BUILT CROSS-SECTIONS." The as-built cross-sections will be used as a method for verifying armor stone is placed within required tolerances prior to payment. Stones located outside of the pay limits and construction tolerances will not be paid for. As-built sections shall include estimated tonnage installed within the reach of work the sections represent.

Unit of Measure: Ton.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 22 00 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

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SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

1.2.2 Approving Authority

1.2.3 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 Number of Copies of SD-02 Shop Drawings

1.6.2 Number of Copies of SD-03 Product Data and SD-08

Manufacturer's Instructions

1.6.3 Number of Samples SD-04 Samples

1.6.4 Number of Copies SD-05 Design Data and SD-07 Certificates

1.6.5 Number of Copies SD-06 Test Reports and SD-09 Manufacturer's

Field Reports

1.6.6 Number of Copies of SD-10 Operation and Maintenance Data

1.6.7 Number of Copies of SD-01 Preconstruction Submittals and SD-11

Closeout Submittals

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 DISAPPROVED SUBMITTALS

1.13 APPROVED SUBMITTALS

1.14 APPROVED SAMPLES

1.15 WITHHOLDING OF PAYMENT

1.16 STAMPS

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

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

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

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

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

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

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

1.2 DEFINITIONS

1.2.1 Submittal 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.

Certificates of insurance

Surety bonds

List of proposed Subcontractors

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List of proposed products

Construction Progress Schedule

Network Analysis Schedule (NAS)

Submittal register

Schedule of prices

Accident Prevention 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 ensuing work can be judged. Include assemblies or portions of assemblies that are to be incorporated into the project and those that 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 requirements. (Testing must have been within two 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.

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Investigation reports.

Daily logs and checklists.

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 shall 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 purpose of which is to further qualify the orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

SD-11 Closeout Submittals

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

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.

1.2.2 Approving Authority

Office or designated person authorized to approve submittal.

1.2.3 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:

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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 entitled, "Specifications and Drawings for Construction," they are considered to be "shop drawings."

1.4.1.1 Approval Codes

a. Construction/Operations 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/Operations Division. Send all such submittals to the project Resident or Area Engineer, as applicable.

b. Engineering/Planning 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/Planning Division, or other organization in the District Office. Send all such submittals to 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 asscociated with the project.

d. 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 above.

1.5 PREPARATION

1.5.1 Transmittal Form

Use the attached sample transmittal form (ENG Form 4025) for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form. These forms will be furnished to the Contractor and 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

Submit one electronic PDF copy of all submittals (except samples) and paper copies as indicated below.

1.6.1 Number of Copies of SD-02 Shop Drawings

Submit seven copies of submittals of shop drawings requiring review and approval only by QC organization and seven copies of shop drawings

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1.6.2 Number of Copies of SD-03 Product Data and SD-08 Manufacturer's Instructions

Submit in compliance with quantity requirements specified for shop drawings.

1.6.3 Number of Samples SD-04 Samples

a. Submit two samples, or two sets of samples showing range of variation, of each required item. One approved sample or set of samples will be retained by approving authority and one will be returned to Contractor.

b. Submit one sample panel or provide one sample installation where directed. Include components listed in technical section or as directed.

c. Submit one sample installation, where directed.

d. Submit one sample of non-solid materials.

1.6.4 Number of Copies SD-05 Design Data and SD-07 Certificates

Submit in compliance with quantity requirements specified for shop drawings.

1.6.5 Number of Copies SD-06 Test Reports and SD-09 Manufacturer's Field Reports

Submit in compliance with quantity and quality requirements specified for shop drawings other than field test results that will be submitted with QC reports.

1.6.6 Number of Copies of SD-10 Operation and Maintenance Data

Submit five copies of O&M Data to the Contracting Officer for review and approval.

1.6.7 Number of Copies of SD-01 Preconstruction Submittals and SD-11 Closeout Submittals

Unless otherwise specified, submit three sets of administrative submittals.

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.

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

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1.8.1 Considering Variations

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 that results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP).

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

1.8.2 Proposing Variations

When proposing variation, deliver written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government, 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.

Check the column "variation" of ENG Form 4025 for submittals that 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

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

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

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

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Column (d): Lists each submittal description (SD No. and type, e.g.