HAMPTON_NORTH_JETTY.pdf

W912WJ-16-B-0003

Repairs to the North Jetty

Hampton Harbor, Hampton, New Hampshire

Construction Solicitation and Specifications

January 2016

Repairs to the North Jetty, Hampton Harbor, NH

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 QUALITY CONTROL

01 45 01 QUALITY CONTROL SYSTEM (QCS)

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 Project Description

1.1.3.1 General Description of the Work

1.2 CONSTRUCTION MATS

1.3 SUBMITTALS

1.4 SITE CONDITIONS

1.5 WORK SITE

1.6 SUPERINTENDENCE BY THE CONTRACTOR

1.7 PRECONSTRUCTION CONFERENCE

1.8 PRE-CONSTRUCTION PHOTOGRAPHIC SURVEY

1.9 PRE-CONSTRUCTION CROSS-SECTIONS

1.10 WORK SEQUENCE AND SCHEDULING

1.10.1 Work Restrictions

1.10.2 Hours of Operations

1.10.3 Work Sequence

1.10.3.1 General

1.10.3.2 Initial Project Schedule

1.10.3.3 Periodic Schedule Updates

1.10.4 Scheduling

1.10.5 Organization at the Site

1.10.5.1 General

1.10.5.2 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 Work By Other Contractors

1.12.6 Emergency Contacts

1.12.7 Damaged Property

1.12.8 Contractor's Receipt of Supplies

1.12.9 Daily Clean Up

1.12.10 Littering

1.12.11 Government Sanitary Facilities

1.13 QUALITY ASSURANCE

1.14 COORDINATION

1.14.1 Notice to Mariners

1.14.2 Aids to Navigation

1.14.3 Points of Contact

1.15 GENERAL SAFETY REQUIREMENTS

1.15.1 General

1.15.2 Contractor's Project Superintendent

1.16 ENVIRONMENTAL PROTECTION

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

Hampton Harbor is located in southeastern New Hampshire, at the mouth of the Hampton River and about two miles by water to the Massachusetts border.

1.1.2 Project Background

The North Jetty at Hampton lies at the entrance to the Hampton River and the Blackwater River and is an interlocked stone structure. The North Jetty is approximately 1,000 feet in length with a height of 12.3 feet above mean lower low water (MLLW), a crest width of 5 to 10 feet, and with an ocean and harbor slope of 1.5H:1V. Partial reconstruction of the North Jetty was performed in 1981.

1.1.3 Project Description

The project descriptions are 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.

1.1.3.1 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 entire length of the North 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 and existing stones to obtain the required interlocking placement.

(2) Repairs will require the mobilization and demobilization, the furnishment and delivery of stones, the removal/rehandling/resetting of existing stones, and placement of new stone to replace stones displaced during Hurricane Sandy in October 2012, and the filling in of existing gaps and low points along the Jetty. The work requires either full or partial dismantling and rebuilding of portions of the existing jetty.

(3) Construction methods necessary to repair the North Jetty shall be by both land and water, subject to the restrictions stated in "a" through "f" below. Mobilization of equipment and rehabilitation of the North Jetty will require land and water based construction methods, resources, and equipment.

a. Repair of the North Jetty by land based construction methods shall only be used for Work Area 1 and portions of Work Area 2 (from Station 0+20 to Station 3+00). All other areas shall be

SECTION 01 11 00 Page 3 repaired using water based construction methods.

b. Contractor access to the North Jetty by land is only available using the Access Route shown on the sketch attached at the end of Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS, titled "Real Estate Map".

c. The Access Route to the North Jetty required for employment of land based construction methods is only available to the Contractor between 15 September 2016 and 31 March 2017, inclusive. The Access Route is not available from 1 April 2016 through 14 September 2016, inclusive.

d. The North Jetty may be constructed using water access at any time of year; there are no restrictions.

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 jetties or entering the work area during construction. See Section 01 50 00 TEMPORARY

CONSTRUCTION FACILITIES AND CONTROLS.

B. The Contractor shall cut off flush with the crest stones the steel posts existing along the crest of the jetty. Photographs of the steel posts are attached at the end of this section.

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

1.2 CONSTRUCTION MATS

Construction equipment or vehicles shall not travel along the unpaved footpath from the Hampton State Beach Parking Lot to the State Beach without the use of heavy equipment ground mats. For location refer to the sketch attached at the end of Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS. Any area of the beach used to haul armor stone shall be loosened to a depth of 2 feet and regraded to match existing grade prior to demobilization of land based equipment from the site.

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 Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Pre-construction Photographic Survey Report; G, RO

Pre-Construction Cross-Sections; G, RO

Drawings showing pre-construction cross-sections.

Initial Project Schedule; G, RO

In accordance with the contract clauses, the Contractor shall, SECTION 01 11 00 Page 4 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.

Safe Harbor Plan; G, RO

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

Notice to Mariners

SD-07 Certificates

Periodic Schedule Updates; G, RO

Request Application; G, RO

Request Application to work outside the hours of operation.

1.4 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 Federal entrance channel was performed in 2012.

d. Channel Traffic: The 8-foot channel is mainly used by small recreation and commercial craft, which may cause minor interference with contract operations. The Government will not undertake to keep the channel free from vessels or other obstructions, except to the extent of applicable regulations. The Contractor will be required to conduct the work in such a manner as to obstruct navigation as little as possible, and in the event the Contractor's plant so obstructs the channel as to make difficult or endanger the passage of any vessels, the plant shall be promptly moved on the approach of any vessel to such an extent may be necessary to afford a practicable passage.

SECTION 01 11 00 Page 5

e. Jetty Condition: The North Jetty was built with a 1.5 foot thick bedding layer of 1 to 50 pound stone, a core stone of 1 to 300 pound stone, a 2 foot thick underlayer of 400 to 1,000 pound stone, and armor stone. The bedding layer extended 5 feet beyond the armor layer toe.

As constructed, the crown consisted of a single row of cap stones. An as-built section of the North Jetty is attached at the end of this section.

1.5 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.

1.6 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).

1.7 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.

1.8 PRE-CONSTRUCTION PHOTOGRAPHIC SURVEY

The Contractor shall perform a pre-construction photographic survey at the project site to document the pre-construction conditions of the North Jetty and all work and access areas for land based and marine activities. The survey shall document the entire jetty and related areas as described, but

SECTION 01 11 00 Page 6 special attention shall be focused on the condition of existing armor stones, especially 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. This pre-construction photographic survey shall include still photographs and/or videos in sufficient quantity to fully document the existing conditions which may be impacted by construction activities. Stationing shall be marked on the jetty prior to the survey, and this stationing shall be clearly visible in the photographic record. A written narrative shall be prepared by the Contractor which organizes and summarizes the findings of the pre-construction photographic survey photographs and/or videos. The written narrative, together with the photographs and/or videos, shall constitute a "Pre-construction Photographic Survey Report", which shall be submitted to the Contracting Officer for approval. No on-site work shall be performed until this "Pre-construction Survey Report" has been accepted.

1.9 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 jetty to collect cross-sections at 5-foot intervals along the established control line. The control line stationing shall be marked on the jetty prior to the start of the survey work. Refer to Section 01 71 23 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 23 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 WORK SEQUENCE AND SCHEDULING

1.10.1 Work Restrictions

Refer to Section 00 80 00 SPECIAL CONTRACT REQUIREMENTS paragraph titled

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

52.211-10".

1.10.2 Hours of Operations

Normal work hours are from 7:00 a.m. through 7:00 p.m., Monday through Friday. The Contractor will not be permitted to work on Saturday, Sunday or legal holidays unless otherwise authorized by the Contracting Officer.

The exclusion of work on Saturday, Sunday and legal holidays has been considered in computing the performance time of this contract. The

SECTION 01 11 00 Page 7 following legal holidays are observed:

January 1st Third Monday in January Third Monday in February Last Monday of May July 4th 1st Monday of September 2nd Monday of October 11th of November Fourth Thursday of November 25th of December

When one of the above designated legal holidays falls on a Sunday, the following Monday will be observed as a legal holiday. When a legal holiday falls on a Saturday, the preceding Friday is observed as a holiday.

Work outside the normal hours of operation requires Contracting Officer approval. The request to work outside the hours of operation shall be made in writing to the Contracting Officer 10 calendar days prior to such work to allow arrangements to be made by the Government. The request application shall include specific dates, hours, location, type of work to be performed, contract number and project title, and names of all individuals who will be working outside the hours of operations. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer.

1.10.3 Work Sequence

1.10.3.1 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.

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.

1.10.3.2 Initial Project Schedule

The initial project schedule shall be in the form of a chart graphically indicating the sequence proposed to accomplish each work feature or operation. The chart shall be prepared to show the starting and completion dates of all work features on a linear horizontal time scale beginning with date of Notice to Proceed and indicating calendar days to completion.

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

SECTION 01 11 00 Page 8

1.10.3.3 Periodic Schedule Updates

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

1.10.4 Scheduling

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

1.10.5 Organization at the Site

1.10.5.1 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."

1.10.5.2 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.

1.11 CONTRACTOR'S USE OF UPLAND FACILITIES AND HAULING ROUTES

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

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

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

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

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

1.12 CONTRACTOR USE OF PREMISES

1.12.1 Access to the Site and Storage/Staging Areas

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

b. Access to the work site shall be primarily by water. Work Area 1 and a portion of Work Area 2 may be by land. Refer above to subparagraph titled "General Description of the Work" for information pertaining to locations

SECTION 01 11 00 Page 9 that provide accessibility to the jetty by land.

c. Access or travel by the Contractor through any other public and/or private areas outside the designated work site are prohibited.

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, temporary utilities, and storage areas. Refer to the Real Estate Plan attached at the end of Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS for information on staging and storage areas.

1.12.3 Work Limits

Work shall be restricted to the limits of the work area as shown on the contract drawings and on the Real Estate Plan attached at the end of Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS.

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.

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

1.12.5 Work By Other Contractors

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

1.12.6 Emergency Contacts

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

1.12.7 Damaged Property

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

1.12.8 Contractor's Receipt of Supplies

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

SECTION 01 11 00 Page 10

1.12.9 Daily Clean Up

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

1.12.10 Littering

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

1.12.11 Government Sanitary Facilities

Toilet facilities are not available on site for Contractor's use. The Contractor shall provide portable toilets for its personnel and subcontractors as specified in 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 of written authorization of the Contracting Officer.

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

1.14 COORDINATION

1.14.1 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. A copy of the Notoce to Mariners shall be submitted.

SECTION 01 11 00 Page 11

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

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

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

1.14.2 Aids to Navigation

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

1.14.3 Points of Contact

Coast Guard (Notice to Mariners and Aids to Navigation):

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

John Mauro; 617-223-8355; john.j.mauro@uscg.mil.

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

Hampton, NH:

Don Benard Hampton Harbormaster Telephone: 603-365-0511

NH Department of Resources and Economic Development Division of Parks and Recreation

Mr. Brian Wilson, Seacoast Region Supervisor Brian.Wilson@dred.nh.gov 172 Pembroke Road Concord, NH 03301 Telephone: 603-271-2556

1.15 GENERAL SAFETY REQUIREMENTS

1.15.1 General

The Contractor shall take all necessary precautions in observing safety regulations in accordance with Section 01 35 26 GOVERNMENTAL SAFETY

SECTION 01 11 00 Page 12

REQUIREMENTS, and shall assume the responsibility to guard against causing of fires and/or explosions and to protect Government property. The Contractor shall perform the work in a manner consistent with security and with fire safety regulations especially with regards to ingress and egress. Temporary closures shall not compromise life safety, security or fire safety.

1.15.2 Contractor's Project Superintendent

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

1.16 ENVIRONMENTAL PROTECTION

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

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 11 00 Page 13

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

1.3 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.

1.3 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, as defined in Special Contract Requirements clause "PAYMENT FOR MOBILIZATION AND

DEMOBILIZATION".

Unit of Measure: Job.

b. Item Number 0002, "Remove and Reset Existing Armor Stone."

This work will be paid for at the contract job amount for the removing and resetting of existing armor stone along the jetty and the rebuilding of portions of the jetty using removed 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 of Work Area 2 and in all of Work Areas 3 and 4. This item also includes the demolition and disposal of existing steel posts on the jetty. 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 3 to 4 Ton Armor Stone for Work Areas 1 and 2."

This work will be paid for at the contract price per ton to furnish, deliver, and install new 3 to 4 ton armor stone materials for Work Areas 1 and 2 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 01 71 23 FIELD ENGINEERING, 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 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

SECTION 01 22 00 Page 3

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 01 71 23 FIELD ENGINEERING, 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.

d. Item Number 0004, "Furnish and Install New 6 to 10 Ton Armor Stone for Work Areas 3 and 4."

This work will be paid for at the contract price per ton to furnish, deliver, and install new 6 to 10 ton armor stone materials for Work Areas 3 and 4 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 01 71 23 FIELD ENGINEERING, 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 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 01 71 23

SECTION 01 22 00 Page 4

FIELD ENGINEERING, 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.

e. Item Number 0005, "Furnish and Install New Core Stone."

This work will be paid for at the contract price per ton to furnish, deliver, and install new core stone materials 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 core 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 01 71 23 FIELD ENGINEERING, 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 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.

Core stone rejected for use shall be removed from the site by the Contractor at the Contractor's expense. Rejected core 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 core stone shall be submitted for each load of rejected core stone. The weight of rejected core stone shall be deducted from payment due the Contractor.

Unit of Measure: Ton.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 22 00 Page 5

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

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

SECTION 01 33 00 Page 1

PART 3 EXECUTION

SECTION 01 33 00 Page 2

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

SECTION 01 33 00 Page 3

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.

SECTION 01 33 00 Page 4

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.

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:

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

SECTION 01 33 00 Page 5 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 requiring…