Specifications 070721.pdf

W912WJ-21-B-0014

BREAKWATER REPAIRS

Hyannis Breakwater

Hyannis, Massachusetts

Construction Solicitation and Specifications

JULY 2021

Hyannis Breakwater Repair

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01 PROJECT SCHEDULE

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 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 71 23 FIELD ENGINEERING

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 31 19 BREAKWATER 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 PROJECT LOCATION, BACKGROUND AND FEATURES

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.3 EXISTING CONDITIONS

1.3.1 Site Conditions

1.3.2 Condition Survey Data

1.3.3 Existing Conditions Photographs

1.3.4 Time of Year Work Restrictions

1.4 REFERENCES

1.5 SUBMITTALS

1.6 SUPERINTENDENCE BY THE CONTRACTOR

1.7 WORK SEQUENCE AND SCHEDULING

1.7.1 Hours of Operations

1.7.2 Work Sequence

1.7.2.1 General

1.7.2.2 Two-Week Schedule of Work Activities

1.7.2.3 Progress Schedule

1.7.3 Organization at the Site

1.7.3.1 General

1.7.3.2 Rate of Progress

1.8 PRE-CONSTRUCTION CROSS-SECTIONS

1.9 CONTRACTOR'S USE OF FACILITIES AND HAULING ROUTES

1.10 CONTRACTOR USE OF PREMISES

1.10.1 Access to the Site and Storage/Staging Areas

1.10.2 Temporary Facilities and Utilities, and Storage Areas

1.10.3 Work Limits

1.10.4 Protection and Security

1.10.5 Work By Other Contractors

1.10.6 Emergency Contacts

1.10.7 Damaged Property

1.10.8 Contractor's Receipt of Supplies

1.10.9 Daily Clean Up

1.10.10 Government Sanitary Facilities

1.11 QUALITY ASSURANCE

1.12 COORDINATION

1.12.1 Coast Guard

1.12.2 Notice to Mariners

1.12.3 Aids to Navigation

1.12.4 Points of Contact

1.13 PRE-SITEWORK PHOTOGRAPHIC AND VIDEO SURVEY

1.14 GENERAL SAFETY REQUIREMENTS

1.14.1 General

1.14.2 Contractor's Project Superintendent

1.15 ENVIRONMENTAL PROTECTION

1.16 PRECONSTRUCTION CONFERENCE

PART 2 PRODUCTS (Not Applicable)

SECTION 01 11 00 Page 1

PART 3 EXECUTION (Not Applicable)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 2

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 PROJECT LOCATION, BACKGROUND AND FEATURES

The Federal Hyannis Harbor Breakwater was built in 1882, a 1,170-foot-long extension to the existing state-built stone breakwater. The Hyannis breakwater construction consisted of a core stone mound topped by a wall of parapet stone masonry laid dry. The parapet stones averaged 2 ton with 1.5'x1.5'x10' dimensions. The core stone averaged lesss than 1.5 tons.

The design cross section had a 10-ft crest at 10ft MLW and had nearly vertical side slopes. Since the 1880's there have been improvements to the federal breakwater, however the reach from 7+90 to 10+75 has never been improved. In 1937, the breakwater nose was restored and reinforced with additional armor stone in order to protect the existing navigation aid. In 1950, additional armor stone was installed to repair the existing parapet wall, and the nose. The latest breakwater repair was the installation of 5-ton armor stone occurred in the 1960's.

The reach from station 4+00 to 4+60 was most recently damaged during an incident on June 2017 where a ferry struck the federal breakwater.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

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

The work of this project consists of performing repairs to the Ferry strike reach from station 4+00 to 4+60, the parapet reach from station 7+70 all the way to the end of the breakwater and the head of the Hyannis breakwater. Repair work shall target loss of armor stone along both areas and the reconstruction of the breakwater nose.

The proposed work on the Ferry Strike shall consist of re-working and re-using the existing 4-7 tons armor stone, aproximetly 2 tons parapet stone, as necessary, to allow the placement of the 4-7 ton new armor stone within the design template.

Repairs of the parapet reach shall consist of excavating and re-using the existing armor stone and parapet stone to reconstruct the toe of Harbor side of the structure below elevation -1.30 Feet. The placement of the existing armor stone and the new armor stone shall be, as necessary to construct the design template. The contractor shall taper the width and height of the existing sections of the breakwater in order to provide a smooth transition to the new work. New armor stone is required to rebuild the breakwater head in a rounded configuration, and extra space is required for the temporary removal of the Breakwater beacon, but the beacon's concrete base pad shall remain in place during construction.

If the beacon is still in place at the start of construction, the Contractor shall contact the COR and Boatswain's Mate Senior Chief Petty Officer (BMCS) Manuel Gonzales (telephone: (508) 968 6405 or BM1 Geoffrey

SECTION 01 11 00 Page 3

Haywood (508) 457 3224, with the U.S. Coast Guard (USCG) to obtain instructions on the removal, handling, storage, and resetting the existing Breakwater Beacon and its pad.

1.3 EXISTING CONDITIONS

1.3.1 Site Conditions

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

a. Site Conditions: The indications of physical conditions on the drawings and in the specifications are the result of site investigations and surveys. The conditions represented prevailed at the time the investigations and surveys were made. Before commencing work at the site, the CONTRACTOR shall verify the existing conditions indicated on the drawings and in the specifications. See CONTRACT CLAUSE entitled "SITE INVESTIGATION AND CONDITIONS AFFECTING THE WORK".

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

c. Water-Bourne Traffic: The harbor is used regularly by recreational and fishing craft and passenger ferries. The harbor also attracts many and is used as a harbor of refuge by offshore fishing craft and other boats. Marine traffic 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.

d. Pedestrian Traffic: The Contractor shall restrict pedestrian recreation traffic to the work area of the breakwater during construction.

e. Tide Conditions: The mean tidal range, measured from MHW to MLW is

3.19 feet. Predicted times and heights of tides for each day of the year can be obtained from the National Oceanic and Atmospheric Administration, National Ocean Service, "Tidal Current Tables, Atlantic Coast of North America."

1.3.2 Condition Survey Data

Contractor shall use the link provided to view and download the most resent data for the navigation project:

https://www.nae.usace.army.mil/Missions/Navigation/Massachusetts-Projects/

1.3.3 Existing Conditions Photographs

Photographs showing the existing conditions of the project area are

SECTION 01 11 00 Page 4 attached at the end of this section. The photographs are attached for informational purposes only. The Contractor shall make his own investigations of existing conditions in the field prior to the start of work.

1.3.4 Time of Year Work Restrictions

There are no time of year restrictions for the construction of this project.

1.4 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.5 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

Two-Week Schedule of Work Activities

In addition to the scheduling and notification requirements specified elsewhere in the contract, the Contractor shall provide to the Contracting Officer a detailed schedule of work activities, which the Contractor intends to perform over the following two week period (Monday thru Friday for two weeks).

Aids to Navigation

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

Notice to Mariners

Submit a copy of Notice to Mariners to 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.

SECTION 01 11 00 Page 5

Pre-Sitework Photographic and Video Survey; G, RO

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

SD-07 Certificates

Request Application; G, RO

Request Application to work outside the hours of operation.

SD-11 Closeout Submittals

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 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 qualified superintendent, and competent alternate, shall be capable of reading, writing, and conversing fluently in the English language.

c. The project superintendent must have a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

d. The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.

The superintendent is required to attend partnering meetings, and quality control meetings.

e. 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.

f. The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion.

Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.7 WORK SEQUENCE AND SCHEDULING

1.7.1 Hours of Operations

The Contractor will be allowed to perform work 24

SECTION 01 11 00 Page 6 hours per day, 7 days per week, including holidays, for the entire contract performance period. 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 following legal holidays are observed:

January 1st Third Monday in January Third Monday in February Last Monday of May June 19th July 4th 1st Monday of September 2nd Monday of October November 11th Fourth Thursday of November December 25th

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.

1.7.2 Work Sequence

1.7.2.1 General

There are certain essential criteria relative to the preparation of a work sequence and time schedule which the Contractor will be required to implement and follow during the prosecution of the work. Minor variations in the sequence of the items of work as specified 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 and Section 01 32 01 PROJECT SCHEDULE.

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

1.7.2.2 Two-Week Schedule of Work Activities

In addition to the scheduling and notification requirements specified elsewhere in this section, the Contractor shall provide to the Contracting Officer a detailed schedule of work activities, which the Contractor intends to perform over the following two week period (Monday thru Friday for two weeks). The schedule of work activities shall be updated and submitted by the Contractor to the Contracting Officer on a weekly basis, by noon on every Thursday during the prosecution of work period.

SECTION 01 11 00 Page 7

1.7.2.3 Progress Schedule

See requirements for a project Progress Schedule in Section 01 32 01

PROGRESS SCHEDULE.

1.7.3 Organization at the Site

1.7.3.1 General

The Contractor shall employ ample personnel and sufficient equipment to accomplish the work of this contract in the least amount of time, within the prosecution period specified in SPECIAL CONTRACT REQUIREMENTS, Clause

COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK (APR 1984) FAR 52.211-10.

1.7.3.2 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.

1.8 PRE-CONSTRUCTION CROSS-SECTIONS

a. Prior to the start of construction, the CONTRACTOR shall perform a pre-construction survey of the breakwater to collect cross-sections at 5-foot intervals along the established control line. The control line stationing shall be marked on the breakwater prior to the start of the survey work.

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's Representative (COR) will walk the breakwater 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 breakwater have deteriorated beyond the extents of the repair work, and the added work to repair the deteriorated areas outside the extents of the repair work is accepted and approved by the CONTRACTING OFFICER, the work will be done at an equitable adjustment to the contract price in accordance with the ONTRACT CLAUSE titled "Changes."

1.9 CONTRACTOR'S USE OF FACILITIES AND HAULING ROUTES

The Contractor shall be responsible for the following:

(1) Determining 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 facilities or hauling routes.]

SECTION 01 11 00 Page 8

1.10 CONTRACTOR USE OF PREMISES

1.10.1 Access to the Site and Storage/Staging Areas

Access to the project site is available for construction traffic. The Contractor is responsible for maintaining access necessary for its equipment, material, and plant to and from the work area.

Access to temporary facilities and storage/staging areas shall be as specified in Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS and as shown on the contract drawings.

1.10.2 Temporary Facilities and Utilities, and Storage 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. The Contractor shall hold and save the Government, its officers and agents, free and harmless from liability of any nature occasioned by the Contractor's performance.

1.10.3 Work Limits

Work shall be restricted to the limits of the work as shown on the contract drawings and to storage areas as indicated in Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS, as shown on the contract drawings, and as indicated by the Contracting Officer.

1.10.4 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.

1.10.5 Work By Other Contractors

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

1.10.6 Emergency Contacts

The Contractor shall provide a list of emergency contacts to be used 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.

1.10.7 Damaged Property

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

SECTION 01 11 00 Page 9 cost to the Government. All repairs shall match similar existing items in all aspects. All replacements shall be in kind.

1.10.8 Contractor's Receipt of Supplies

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

1.10.9 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.

1.10.10 Government Sanitary Facilities

Toilet facilities are not available on site for the 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.

SECTION 01 11 00 Page 10

1.12 COORDINATION

1.12.1 Coast Guard

All work associated with the navigation aid at the breakwater head shall be coordinated with the U.S. Coast Guard. Movement of this Navigation Aid will be performed by the U.S. Coast Guard.

1.12.2 Notice to Mariners

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

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

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

For 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."

1.12.3 Aids to Navigation

Aids to navigation (beacons, buoys, markers, etc.) have been placed by the USCG in the vicinity of the project area. The Contractor shall not remove, change the location of, obstruct, willfully damage, make fast to, or 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, in writing. 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.

1.12.4 Points of Contact

US Coast Guard LCDR David Newcomb USCG Sector Boston 427 Commercial Street, Boston, MA 02109 Primary Telephone: 617-223-3123 Emergency Telephone: 617-223-5757 E-mail: David.T.Newcomb@uscg.mil

1.13 PRE-SITEWORK PHOTOGRAPHIC AND VIDEO SURVEY

The Contractor shall perform a pre-sitework photographic and video survey at the project site to document existing conditions with the Contracting Officer. This pre-sitework photographic and video survey shall include still photographs and videos in sufficient quantity to fully document the

SECTION 01 11 00 Page 11 existing condition of all walls, breakwater, piers, piles, fenders, beaches and other shorefront features, including parking lots and other paved areas, within and adjacent to areas to be affected by the work of this contract. The survey shall provide full coverage of all access and staging areas and material placement areas. A written narrative shall be prepared by the Contractor which organizes and summarizes the findings of the pre-sitework survey photographs and videos. The narrative shall separately organize all items by individual owners. The condition of each item shall also be documented in writing. The written narrative, together with the photographs and videos, shall constitute a "Pre-Sitework Photographic and Video Survey Report", which shall be submitted to the Contracting Officer for approval. No work shall be performed until this "Pre-Dredging Photographic and Video Survey Report" has been approved.

Damage to features caused by the Contractor's operations shall be repaired by the Contractor at no additional expense to the Government

1.14 GENERAL SAFETY REQUIREMENTS

1.14.1 General

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.

1.14.2 Contractor's Project Superintendent

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

1.15 ENVIRONMENTAL PROTECTION

To provide for control of all environmental pollution arising from construction activities, the Contractor and its subcontractors, in the performance of this contract, shall comply with Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS, and all applicable federal, state, and local laws and regulations concerning environmental protection pollution control and abatement.

1.16 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 personnel who will be closely associated with the project. During the conference, the Contracting Officer will inform the Contractor concerning Job Safety, Quality Control, Labor Relations, and Environmental Protection. The Contractor's Superintendent, Quality Control Representative, and Site Safety and Health Officer (SSHO) shall attend this conference.

SECTION 01 11 00 Page 12

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

SECTION 01 11 00 Page 13

REFERENCE PHOTOGRAPHS

FIGURE 1.HARBOR FACING SIDE OF HYANNIS BREAKWATER VIEWED FROM HYANNIS PORTBEACH

FIGURE 2. ENDING OF THE STATE BREAKWATER AND BEGINNING OF THE FEDERAL BREAKWATER.

FIGURE 3. FERRY STRIKE SECTION DAMAGED.

Figure 4. PARAPET SECTION HARBOR SIDE VERTICAL SLOPE.

FIGURE 5. BEGINNING OF PARAPET SECTION VEWING FROM THE BREAKWATER HEAD.

FIGURE 6. CLOSE UP OF EXPOSED PARAPET SECTION CORE STONE.

FIGURE 7. THE BREAKWATER HEAD DAMAGED.

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

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 22 00 Page 1

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUBMITTALS

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

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

SD-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.

SD-11 Closeout Submittals

Weight Slips; G, RO

The Contractor shall submit the original weight slips signed by the stone supplier's representative for each load of stone brought to the site for use on 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. Submit originals of all field notes and all other records relating to Quantity Surveys.

1.4 BIDDING SCHEDULE - PAYMENT ITEMS

Payment items for the work of this contract on which the contract progress payments will be based are listed in the BIDDING SCHEDULE and are

SECTION 01 22 00 Page 2 described below. All costs for items of work, which are not specifically mentioned to be included in a particular Bidding Schedule job or unit price payment item, shall be included in the listed item most closely associated with the work involved.

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

All costs for labor, equipment, and materials for mobilization and demobilization, as defined in Special Contract Requirements clause "

PAYMENT FOR MOBILIZATION AND PREPARATORY WORK (JAN 1997) DFARS

52.236-7004".

Unit of Measure: Job.

b. Item Number 0002, "Breakwater Repairs - Furnish and Install New Armor Stone ".

This work will be paid for at the contract job amount for furnishing and installing new armor stone along the breakwater to obtain the required interlocking placement and grades and slopes as shown on the Contract Drawings, and as specified in Section 35 31 19 BREAKWATER REPAIRS and other appropriate sections of the specifications. This work is required in completing repairs along the breakwater as described on the Contract Drawings. Work under these items also includes incidental work as specified in Section 35 31 19 BREAKWATER REPAIRS under paragraph titled "REHANDLING OF STONE." The price shall include all plant, supervision, labor, materials, quality control, safety, and equipment incidental to the completion of this item.

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 cross-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 breakwater 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

SECTION 01 22 00 Page 3 within the reach of work the sections represent.

Unit of Measure: Ton.

c. Item Number 0003, "Reuse and Disposal of Existing Stone".

All costs for labor, equipment, and materials for the removal, handling, stockpiling, reuse, and disposal of excess existing stones necessary to complete the construction as shown on the contract drawings.

Once production of the breakwater repairs begin, the Contractor shall submit interim construction and as-built cross-sections in accordance with Section 01 71 23 FIELD ENGINEERING, subpart titled "AS-BUILT CROSS-SECTIONS." The as-built cross-sections will be used as a method for verifying existing stone is reused to the maximum extent and placed within required tolerances prior to payment.

Unit of Measure: Job.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 22 00 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 MINIMUM INSURANCE REQUIREMENTS

1.2 SUPERVISION

1.3 PRECONSTRUCTION CONFERENCE

1.4 PARTNERING

1.4.1 Informal Partnering

1.5 ELECTRONIC MAIL (E-MAIL) ADDRESS

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by State law.

1.2 SUPERVISION

See Section 01 11 00 SUMMARY OF WORK, Subpart SUPERINTENDENCE BY THE

CONTRACTOR.

1.3 PRECONSTRUCTION CONFERENCE

See Section 01 11 00 SUMMARY OF WORK, Subpart PRECONSTRUCTION CONFERENCE.

1.4 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key personnel from the Government Design and Construction team and Subject Matter Experts, the Contractor and Subcontractors will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

The Contracting Officer will provide Information on the Partnering Process and a list of key and optional personnel who should attend the Partnering meeting.

1.4.1 Informal Partnering

The Contracting Officer will organize the Partnering Sessions with key personnel of the project team, including Contractor personnel and Government personnel.

The Initial Partnering session should be a part of the Pre-Construction Meeting. Partnering sessions will be held at a location agreed to by the Contracting Officer and the Contractor (typically a conference room provided by the Resident Engineer office or the Contractor). The Initial Informal Partnering Session will be conducted and facilitated using electronic media (a video and accompanying forms) provided by the Contracting Officer. The Partners will determine the frequency of the follow-on sessions, at no more than three to six month intervals.

1.5 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf

SECTION 01 30 00 Page 2 files, and other similar formats. Within 10 days after contract award, provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes or terrorist threats. Multiple email addresses are not allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). Promptly notify the Contracting Officer, in writing, of any changes to this email address.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 30 00 Page 3

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PROJECT SCHEDULER QUALIFICATIONS

PART 2 PRODUCTS

2.1 SOFTWARE

2.1.1 Government Default Software

2.1.2 Contractor Software

2.1.2.1 Primavera

2.1.2.2 Other Than Primavera

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 BASIS FOR PAYMENT AND COST LOADING

3.2.1 Activity Cost Loading

3.2.2 Withholdings / Payment Rejection

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

3.3.2 Activity Durations

3.3.3 Procurement Activities

3.3.4 Mandatory Tasks

3.3.5 Government Activities

3.3.6 Standard Activity Coding Dictionary

3.3.6.1 Workers Per Day (WRKP)

3.3.6.2 Responsible Party Coding (RESP)

3.3.6.3 Area of Work Coding (AREA)

3.3.6.4 Modification Number (MODF)

3.3.6.5 Bid Item Coding (BIDI)

3.3.6.6 Phase of Work Coding (PHAS)

3.3.6.7 Category of Work Coding (CATW)

3.3.6.8 Feature of Work Coding (FOW)

3.3.7 Contract Milestones and Constraints

3.3.7.1 Project Start Date Milestone and Constraint

3.3.7.2 End Project Finish Milestone and Constraint

3.3.7.3 Interim Completion Dates and Constraints

3.3.7.3.1 Start Phase

3.3.7.3.2 End Phase

3.3.8 Calendars

3.3.9 Open Ended Logic

3.3.10 Default Progress Data Disallowed

3.3.11 Out-of-Sequence Progress

3.3.12 Added and Deleted Activities

SECTION 01 32 01 Page 1

3.3.13 Original Durations

3.3.14 Leads, Lags, and Start to Finish Relationships

3.3.15 Retained Logic

3.3.16 Percent Complete

3.3.17 Remaining Duration

3.3.18 Cost Loading of Closeout Activities

3.3.18.1 As-Built Drawings

3.3.18.2 O & M Manuals

3.3.19 Early Completion Schedule and the Right to Finish Early

3.4 PROJECT SCHEDULE SUBMISSIONS

3.4.1 Preliminary Project Schedule Submission

3.4.2 Initial Project Schedule Submission

3.4.3 Periodic Schedule Updates

3.5 SUBMISSION REQUIREMENTS

3.5.1 Data CD/DVDs

3.5.2 Narrative Report

3.5.3 Schedule Reports

3.5.3.1 Activity Report

3.5.3.2 Logic Report

3.5.3.3 Total Float Report

3.5.3.4 Earnings Report by CLIN

3.5.3.5 Schedule Log

3.5.4 Network Diagram

3.5.4.1 Continuous Flow

3.5.4.2 Project Milestone Dates

3.5.4.3 Critical Path

3.5.4.4 Banding

3.5.4.5 Cash Flow / Schedule Variance Control (SVC) Diagram

3.6 PERIODIC SCHEDULE UPDATE

3.6.1 Periodic Schedule Update Meetings

3.6.2 Update Submission Following Progress Meeting

3.7 WEEKLY PROGRESS MEETINGS

3.8 REQUESTS FOR TIME EXTENSIONS

3.8.1 Justification of Delay

3.8.2 Time Impact Analysis (Prospective Analysis)

3.8.3 Forensic Schedule Analysis (Retrospective Analysis)

3.8.4 Fragmentary Network (Fragnet)

3.8.5 Time Extension

3.8.6 Impact to Early Completion Schedule

3.9 FAILURE TO ACHIEVE PROGRESS

3.9.1 Artificially Improving Progress

3.9.2 Failure to Perform

3.9.3 Recovery Schedule

3.10 OWNERSHIP OF FLOAT

3.11 TRANSFER OF SCHEDULE DATA INTO RMS/QCS

3.12 PRIMAVERA P6 MANDATORY REQUIREMENTS

SECTION 01 32 01 Page 2

SECTION 01 32 01

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (1995) Administration -- Progress, Schedules, and Network Analysis Systems

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

Project Scheduler Qualifications; G, RO

Preliminary Project Schedule; G, RO

Initial Project Schedule; G, RO

Periodic Schedule Update; G, RO

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The authorized representative must have a minimum of 2-years experience scheduling construction projects similar in size and nature to this project with scheduling software that meets the requirements of this specification. Representative must have a comprehensive knowledge of CPM scheduling principles and application.

SECTION 01 32 01 Page 3

PART 2 PRODUCTS

2.1 SOFTWARE

The scheduling software utilized to produce and update the schedules required herein must be capable of meeting all requirements of this specification.

2.1.1 Government Default Software

The Government intends to use Primavera P6.

2.1.2 Contractor Software

Scheduling software used by the Contractor must be commercially available from the software vendor for purchase with vendor software support agreements available. The software routine used to create the required sdef file must be created and supported by the software manufacturer.

2.1.2.1 Primavera

If Primavera P6 is selected for use, provide the "xer" export file in a version of P6 importable by the Government system.

2.1.2.2 Other Than Primavera

If the contractor chooses software other than Primavera P6, that is compliant with this specification, provide for the Government's use two licenses, two computers, and training for two Government employees in the use of the software. These computers will be stand-alone and not connected to Government network. Computers and licenses will be returned at project completion.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15 Schedules for Construction Contracts. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules.

Prepare each Project Schedule using the Precedence Diagram Method (PDM).

3.2 BASIS FOR PAYMENT AND COST LOADING

The schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment. The aggregate value of all activities coded to a contract CLIN must equal the value of the CLIN.

SECTION 01 32 01 Page 4

3.2.1 Activity Cost Loading

Activity cost loading must be reasonable and without front-end loading.

Provide additional documentation to demonstrate reasonableness if requested by the Contracting Officer.

3.2.2 Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

In the event that the Contracting Officer directs schedule revisions and those revisions have not been included in subsequent Project Schedule revisions or updates, the Contracting Officer may withhold 10 percent of pay request amount from each payment period until such revisions to the project schedule have been made.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

3.3.2 Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods.

Less than 2 percent of all non-procurement activities may have Original Durations (OD) greater than 20 work days or 30 calendar days.

3.3.3 Procurement Activities

Include activities associated with the critical submittals and their approvals, procurement, fabrication, and delivery of long lead materials, equipment, fabricated assemblies, and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days.

3.3.4 Mandatory Tasks

Include the following activities/tasks in the initial project schedule and all updates, as appropriate to the work.

a. Submission, review and acceptance of SD-01 Preconstruction Submittals (individual activity for each).

d. Long procurement activities

e. Submission and approval of O & M manuals, if any.

f. Submission and approval of as-built drawings.

g. Submission and approval of DD1354 data and installed equipment lists, SECTION 01 32 01 Page 5 if any.

q. systems testing, if required.

r. Contractor's pre-final inspection.

s. Correction of punch list from Contractor's pre-final inspection.

t. Government's pre-final inspection.

u. Correction of punch list from Government's pre-final inspection.

v. Final inspection.

3.3.5 Government Activities

Show Government and other agency activities that could impact progress.

These activities include, but are not limited to: approvals, environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.3.6 Standard Activity Coding Dictionary

Use the activity coding structure defined in the Standard Data Exchange Format (SDEF) in ER 1-1-11 . This exact structure is mandatory. Develop and assign all Activity Codes to activities as detailed herein. A template SDEF compatible schedule backup file is available on the QCS web site: http://rms.usace.army.mil .

The SDEF format is as follows:

Field Activity Code Length Description

1 WRKP 3 Workers per day

2 RESP 4 Responsible party

3 AREA 4 Area of work

4 MODF 6 Modification Number

5 BIDI 6 Bid Item (CLIN)

6 PHAS 2 Phase of work

7 CATW 1 Category of work

8 FOW 20 Feature of work*

*Some systems require that FEATURE OF WORK values be placed in several activity code fields. The notation shown is for Primavera P6. Refer to the specific software guidelines with respect to the FEATURE OF WORK field requirements.

SECTION 01 32 01 Page 6

3.3.6.1 Workers Per Day (WRKP)

Assign Workers per Day for all field construction or direct work activities, if directed by the Contracting Officer. Workers per day is based on the average number of workers expected each day to perform a task for the duration of that activity.

3.3.6.2 Responsible Party Coding (RESP)

Assign responsibility code for all activities to the Prime Contractor, Subcontractor(s) or Government agency(ies) responsible for performing the activity.

a. Activities coded with a Government Responsibility code include, but are not limited to: Government approvals, Government design reviews, environmental permit approvals by State regulators, Government Furnished Property/Equipment (GFP) and Notice to Proceed (NTP) for phasing requirements.

b. Activities cannot have more than one Responsibility Code. Examples of acceptable activity code values are: DOR (for the designer of record);

ELEC (for the electrical subcontractor); MECH (for the mechanical subcontractor); and GOVT (for USACE).

3.3.6.3 Area of Work Coding (AREA)

Assign Work Area code to activities based upon the work area in which the activity occurs.