Specs.pdf

W912WJ-21-B-0017

ENVIRONMENTAL REMEDIATION

of OUTFALL 008

Stratford Army Engine Plant Stratford, Connecticut

Construction Solicitation and Specifications

JUNE 2021

Environmental Restoration of Outfall 008

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 32 00 GEOTECHNICAL DATA

00 41 00 BIDDING SCHEDULE

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 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 29 HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES FOR

CONTAMINATED SITES

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 57 20 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 58 00 PROJECT IDENTIFICATION

01 71 23 FIELD ENGINEERING

DIVISION 02 - EXISTING CONDITIONS

02 13 00 SITE DECONTAMINATION

02 24 50 CONSTRUCTION WATER TREATMENT

02 41 00 DEMOLITION

02 55 00 SOLIDIFICATION/STABILIZATION (S/S) OF CONTAMINATED

MATERIAL

02 61 13 HANDLING OF CONTAMINATED MATERIAL

02 61 23 REMOVAL AND DISPOSAL OF PCB CONTAMINATED SOILS

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 92 19 TURF

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

APPENDICES

Appendix A Comprehensive Sampling Results Dec 2020 Appendix B Wells to be Decommissioned Appendix C Substantiative Provisions of the General Permit Appendix D Geotechnical Data Appendix E RI/FS Report Appendix F Raymark Data - Airport Channel Appendix G Causeway Repair Drawings

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

DOCUMENT 00 32 00

GEOTECHNICAL DATA

PART 1 GENERAL

1.1 SUMMARY

1.2 REFERENCES

1.3 EXAMINATION OF SAMPLES

1.4 EXISTING REPORTS AND HISTORICAL DATA

1.5 SOIL CLASSIFICATION

1.6 INTERPRETATION

1.7 LABORATORY TESTS

-- End of Section Table of Contents --

DOCUMENT 00 32 00 Page 1

DOCUMENT 00 32 00

GEOTECHNICAL DATA

PART 1 GENERAL

1.1 SUMMARY

The surface conditions indicated on the contract drawings and in the specifications are the result of site surveys, borings, and laboratory tests. Copies of the logs of explorations, laboratory test results, and locations at the site where subsurface investigations were performed are located in the Appendix D at the end of the specifications. Additional information may be available within the 2004 Remedial Investigation Report. The web link to the report is included in the appendix.

1.2 REFERENCES

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

ASTM INTERNATIONAL (ASTM)

ASTM D 421 (1985; 2002) Practice for Dry Preparation of Soil Samples for Particle-Size Analysis and Determination of Soil Constants

ASTM D 422 (1963; R 2002 e1) Particle-Size Analysis of Soils

ASTM D 2216 (2005)Test Method for Laboratory Determination of Water (Moisture) Content of Soil and Rock

ASTM D 2487 (2006) Classification of Soils for Engineering Purposes (Unified Soil Classification System)

ASTM D 2488 (2006) Description and Identification of Soils (Visual-Manual Procedure)

ASTM D 2850 (2003a) Unconsolidated - Undrained Triaxial Compression Test on Cohesive Soils

ASTM D 2974 (2000) Test method for Moisture, Ash and Organic Matter of Peat and Organic Soil

1.3 EXAMINATION OF SAMPLES

Subsurface explorations were performed by the Corps of Engineers.

Pertinent subsurface information in the Appendix attached to the specifications.

DOCUMENT 00 32 00 Page 2

1.4 EXISTING REPORTS AND HISTORICAL DATA

Existing reports and historical data, relative to the dredging of the SAEP marsh are available at the U.S. Army Corps of Engineers New England District, 696 Virginia Road, Concord, MA.

1.5 SOIL CLASSIFICATION

The soil classification of the Corps of Engineers soil samples was done in accordance with ASTM D 2488 in the field and ASTM D 2487 in the laboratory.

1.6 INTERPRETATION

Subsurface investigation data are provided only for information purposes and for the convenience of the Contractor. The data shown on the boring logs is for the specific locations indicated only and no assurance is given that these conditions are representative of conditions between borings or areas adjacent thereto. The responsibility lies with the Contractor to interpret subsurface conditions that may affect his work.

1.7 LABORATORY TESTS

Laboratory tests were generally performed in accordance with the following test methods:

a. Moisture Content: ASTM D 2216 .

b. Organic Content: ASTM D 2974 .

c. Particle-Size Analysis: ASTM D 422 , ASTM D 421 .

d. Unconsolidated-Undrained Triaxial Testing: ASTM D 2850 .

Note: Not all samples were tested in the laboratory using all the methods described above.

-- End of Document --

DOCUMENT 00 32 00 Page 3

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

BIDDING SCHEDULE

DOCUMENT 00 41 00 Page 1

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 PROJECT LOCATION AND DESCRIPTION

1.2 REFERENCES

1.3 SUBMITTALS

1.4 PROJECT SITE CONDITIONS

1.4.1 Physical Data

1.5 WORK SITE

1.6 WORK SEQUENCING AND SCHEDULING

1.6.1 Hours of Operations

1.6.2 Work Sequence

1.6.2.1 General

1.6.2.2 Initial Project Schedule

1.6.2.3 Periodic Schedule Updates

1.6.3 Scheduling

1.6.4 Rate of Progress

1.7 SUPERINTENDENCE BY THE CONTRACTOR

1.8 PRECONSTRUCTION CONFERENCE

1.9 COORDINATION AND DIRECTION DURING CONSTRUCTION

1.10 CONTRACTOR'S USE OF UPLAND FACILITIES AND HAULING ROUTES

1.11 CONTRACTOR USE OF PREMISES

1.11.1 General

1.11.2 Access to the Site

1.11.3 Temporary Facilities and Utilities, and Storage Areas

1.11.4 Work Limits

1.11.5 Protection and Security

1.11.6 Emergency Contacts

1.11.7 Damaged Property

1.11.8 Contractor's Receipt of Supplies

1.11.9 Daily Clean Up

1.11.10 Littering

1.11.11 Government Sanitary Facilities

1.12 QUALITY ASSURANCE

1.13 PRE-CONSTRUCTION PHOTOGRAPHIC SURVEY

1.14 PRE-CONSTRUCTION EXISTING CONDITION DRAWING MARK-UPS

1.15 GENERAL SAFETY REQUIREMENTS

1.15.1 General

1.15.2 Contractor's Project Superintendent

1.16 ENVIRONMENTAL PROTECTION

1.17 RECORD DRAWINGS

1.17.1 Preparation of Record Drawings

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 PROJECT LOCATION AND DESCRIPTION

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.

This project consist of remediating contaminated sediments associated with Outfall-008 at the former Stratford Army Engine Plant (SAEP) property in Stratford, Connecticut. The former SAEP is located at 550 Main Street in Stratford, Connecticut on the Stratford Point peninsula in the southeast corner of Fairfield County. The remediation of the contaminated sediments associated with the Tidal Flats will be solicited as a separate project.

Remediation of the contaminated sediments associated with OF-008 define the scope of the remediation project; the SAEP upland is regulated under a Resource Conservation and Recovery Act (RCRA) Stewardship Permit.

The Contractor shall excavate contaminated material from the Outfall 008 drainage ditch; excavation may be performed in wet or dry conditions. The sediments to be removed are categorized below. The OF-008 drainage ditch shall be backfilled with clean material and stabilized for erosion control.

Outfall 008 Sediment - Greater than or equal to 1 ppm PCBs but less than 10 ppm PCBs (TSCA regulated) and meeting CT Commercial/Industrial State standards for inaccessible soils. Sediment concentrations to be confirmed with sediment management bin sampling and placed in the beneficial re-use temporary stockpile; and

The Contractor will be responsible for on-site demolition which includes, but is not limited to, the decommissioning of existing monitoring wells associated with the RCRA project.

The Contractor shall note that additional contaminated material may be discovered during the execution of this project and that if found, the Contractor must notify the COR and the sediment shall be managed in accordance with local, State of Connecticut and Federal regulations.

Debris/boulders that are found in OF-008 by the Contractor must decontaminated and disposed of in accordance with the project specifications.

1.2 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

SECTION 01 11 00 Page 2

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. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Public Notice; G, RO

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

Utility Location Confirmation; G, DO

Prior to beginning work within one hundred feet of OF-008 excavation and trenching areas, the Contractor shall coordinate with all utility owners and submit all record information collected from utilities and any additional data with regards to horizontal and vertical positioning.

Pre-Construction Photographic Survey; G, RO

The Contractor shall submit a pre-dredging photographic survey taken at both low and high tides as described in this section.

Pre-Construction Existing Condition Drawing Mark-ups; G, DO

SD-07 Certificates

Periodic Schedule Updates; G, RO

SD-11 Closeout Submittals

Record Drawings; G, DO

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

1.4 PROJECT SITE CONDITIONS

1.4.1 Physical Data

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

a. Site Conditions: The indications of physical conditions on the drawings and in the specifications are the result of site investigations and surveys. 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

SECTION 01 11 00 Page 3

CLAUSE entitled "SITE INVESTIGATION AND CONDITIONS AFFECTING THE WORK".

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

c. Tide Conditions: The mean tidal range in the project area is 6.5 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."

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

e. See Section 00 32 00 and other pertinent sections of the specifications for chemical testing information and requirements.

1.5 WORK SITE

All Federal, State, and Local 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. Stratford Army Engine Plant is a secure site. The contractor shall coordinate site access with the security office.

1.6 WORK SEQUENCING AND SCHEDULING

1.6.1 Hours of Operations

Operational Hours: The Contractor will be allowed to perform dredging and disposal work 24 hours a day, 7 days a week, including holidays, for the entire performance period of this contract, pending any limitations required by the Town of Stratford.

1.6.2 Work Sequence

1.6.2.1 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 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.

1.6.2.2 Initial Project Schedule

See Section 01 32 01 PROJECT SCHEDULE

1.6.2.3 Periodic Schedule Updates

See Section 01 32 01 PROJECT SCHEDULE

SECTION 01 11 00 Page 4

1.6.3 Scheduling

All work shall be carefully scheduled to prevent delays. PCB Dredging shall proceed from greater than 10 ppm areas, followed by greater than 1 ppm areas, and shall be executed before all other dredge areas.

1.6.4 Rate of Progress

a. Employ ample personnel and sufficient equipment to accomplish the work of this contract in the least amount of time, within the prosecution period specified in the Special Contract Requirements.

b. Should the Contractor fail to maintain the required rate of progress, the Contracting Officer may require that additional personnel and equipment be placed on the work and weekend and overtime work be performed, in order that the work be brought up to schedule and maintained. If, after a reasonable amount of time determined by the Contracting Officer, progress has either not been initiated, or has failed to sufficiently bring the work back on schedule to be completed by the scheduled contract period, the contract may be terminated.

1.7 SUPERINTENDENCE BY THE CONTRACTOR

a. At all times during the performance of the contract and until the work is completed and accepted, the Contractor shall directly superintend the work or assign and have on the worksite a competent project superintendent who is satisfactory to the Contracting Officer and has the authority to act for the Contractor.

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

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

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

1.8 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.

Suggested attendees include, but not limited to the Contractor's Project Superintendent, Quality Control Representative, and Site Safety and Health Officer (SSHO) shall attend this conference.

1.9 COORDINATION AND DIRECTION DURING CONSTRUCTION

a. The Contractor shall not take or accept any direction or instructions issued by any person, employed by the Government or otherwise, other

SECTION 01 11 00 Page 5 than the Contracting Officer that changes the terms and conditions of contract actions, the scope, or any change that impacts the cost, price, or schedule. Changes authorized by the Contracting Officer will be in the form of a written, official, signed modification to the contract action received by the Contractor before the Contractor will act upon those changes. Any direction given by any Government employee or any other person outside their authority must be reported to the Contracting Officer.

b. The Contracting Officer Representative (COR) is limited to the authorities stated in the COR appointment letter. If a COR is appointed under this contract, they will be appointed by written letter from the Contracting Officer to the Contractor and COR specific to this contract only. COR appointment letters from previous contracts are not valid for this contract. See the Contracting Officer’s Representative clause of this contract.

1.10 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.

1.11 CONTRACTOR USE OF PREMISES

1.11.1 General

Prior to the start of construction, the Contractor shall arrange with the Contracting Officer a sequence of procedures, means of access to work areas, space utilization for staging and storage of materials and equipment, and the use of approaches to the work areas. (Refer to Drawing G-102).

1.11.2 Access to the Site

a. The Contractor is responsible for maintaining access necessary for its equipment, material, and plant to and from the work area. The contractor shall coordinate with the Stratford Army Engine Plant security office.

b. Upland Access will occur at the site security office and entrance gate on Sniffens Lane.

SECTION 01 11 00 Page 6

1.11.3 Temporary Facilities and Utilities, and Storage Areas

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

1.11.4 Work Limits

The limits of work are shown on the contract drawings.

1.11.5 Protection and Security

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

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

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

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

e. Stratford Army Engine Plant is a secure site. The contractor must maintain a secure site for the duration of the project. All visitors and contractors must check in at the security desk at the main entrance of 550 Main Street each day.

1.11.6 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.

1.11.7 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.

1.11.8 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.

1.11.9 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.

1.11.10 Littering

The Contractor may be subjected to fines by state or local authorities for

SECTION 01 11 00 Page 7 littering or discarding of tobacco materials other than into receptacles.

1.11.11 Government Sanitary Facilities

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

1.12 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.

1.13 PRE-CONSTRUCTION PHOTOGRAPHIC SURVEY

The Contractor shall perform a pre-construction photographic survey at the project site with the Contracting Officer. This pre-construction photographic survey shall include still photographs and videos in sufficient quantity at both low tide and high tide to fully document the existing condition of all bulkheads, piers, piles, fenders, upland areas, haul roads to stockpile and locations of storage areas and other shorefront features within and adjacent to the limits of work as shown on the drawings. In addition, include the condition of major constructed features, including but not limited to marine mattresses, jetties, dykes, slopes abutting the work area, other rock or earthen structures any other structures the COR identifies. A written narrative shall be prepared by the Contractor which organizes and summarizes the findings of the pre-dredging 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-Construction Photographic

SECTION 01 11 00 Page 8

Survey Report", which shall be submitted to the Contracting Officer for approval. No on-site dredging work shall be performed until this "Pre-Construction Photographic 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 PRE-CONSTRUCTION EXISTING CONDITION DRAWING MARK-UPS

Prior to construction, the Contractor shall submit a set of the existing conditions drawings that have been marked-up to accurately indicate current site condtions.

After the Contracting Officer has received and reviewed the submittal of the drawings the Contractor and the Contracting Officer's Representative (COR) will walk the site to compare the pre-construction conditions with the scope of remediation work as shown on the construction drawings. If it is found that site conditions differ from those on the contract drawings in a way that effects the work, the work will be done at an equitable adjustment to the contract price in accordance with the CONTRACT CLAUSE titled "Changes" pending CO approval.

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 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.

1.17 RECORD DRAWINGS

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

These drawings shall be available for review by the Contracting Officer at all times. Upon completion of the work, submit the original marked set of

SECTION 01 11 00 Page 9 prints to the Contracting Officer for approval. Requests for partial payments will not be approved if the marked prints are not current, and request for final payment will not be approved until the marked prints are submitted to and approved by the Contracting Officer.

1.17.1 Preparation of Record Drawings

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

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

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

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

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

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 11 00 Page 10

-- End of Section --

SECTION 01 11 00 Page 11

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUBMITTALS

1.2 JOB PAYMENT ITEMS

1.3 BIDDING SCHEDULE - PAYMENT ITEMS

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 22 00 Page 1

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUBMITTALS

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

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

SD-05 Design Data

Quantity Surveys

Submit originals of all field notes and all other records relating to quantity surveys for progress payments.

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 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 lump sum or unit price payment item, shall be included in the listed lump sum item most closely associated with the work involved. Items measured in cubic yards are in-place measurements vs. disturbed/stabilized volume brought to the various disposal locations. The Government will not pay for backfill materials or operations to fill areas removed beyond the overdredge limit.

BASE BID ITEMS

1. Item Number 0001; "Site Preparation and Restoration".

All costs for labor, equipment, and materials for all demolition, temporary fencing and fence reinstallation, temporary access roads, sediment management bins, wash-down/decontamination areas, erosion/sedimentation controls, temporary stormwater management improvements, temporary utility connections, and site restoration to existing conditions at the completion of construction. This bid item also includes the mobilization, setup, and demobilization of the de-watering and water treatment equipment.

SECTION 01 22 00 Page 2

Unit of Measure: Job.

2. Item Number 0002; "Excavate Outfall 08 (OF-08)"

All costs for labor, equipment, and materials for excavation and sediment processing/dewatering, and on-site disposal of material (including sediment management bin characterization). Includes slope stabilization and restoration. All work as shown on the drawings and in accordance with appropriate sections of the specifications.

Unit of Measure: Job.

SECTION 01 22 00 Page 3

3. Item Number 000 3; "Service Contract Reporting formerly known as Contractor Manpower Reporting Application (CMRA)"

Unit of Measure: Job.

The Office of the Assistant Secretary of the Army (Manpower & Reserve Affairs) operates and maintains a secure Army data collection site where the contractor will report all contractor manpower (including subcontractor manpower) required for performance of this contract, to include all modifications. The contractor is required to completely fill in all the information in the format described at the following web address: https:// sam.gov/content/entity-reporting. This website address includes links to a helpdesk and a user’s manual.

The reporting period will be from the beginning of the period of performance until 30 September of each government fiscal year, not to exceed 12 months and must be reported by 31 October of each calendar year. Further information and frequently asked questions are located at the following website: https://sam.gov/content/entity-reporting.

OPTIONAL ITEM

4. Item Number 0004 ; "Off-Site Disposal (RCRA D Disposal Facility)"

This subdivided option includes costs for all labor, equipment, material, transportation, and disposal for RCRA D off-site disposal of excavated material from Outfall 008. This item assumes that material has already been stabilized per Section 02 55 00 SOLIDIFICATION OF STABILIZED MATERIAL, and is located in either the soil management bins or the on-site beneficial re-use stockpile. Transportation of material under this item will be in accordance with Section 02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS and other appropriate sections of the specifications. In the event that Option Item 0003 is executed, the Contracting Officer's Representative will provide direction to the Contractor specifying the soils that are in the soil management bins or the on-site beneficial re-use stockpile, which must be disposed of off-site.

Unit of Measure: Ton.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 22 00 Page 3

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 VIEW LOCATION MAP

1.4 PROGRESS AND COMPLETION PICTURES

1.5 FAA PERMIT AND COORDINATION

1.6 MINIMUM INSURANCE REQUIREMENTS

1.7 SUPERVISION

1.7.1 Minimum Communication Requirements

1.7.2 Superintendent Qualifications

1.7.2.1 Duties

1.7.3 Non-Compliance Actions

1.8 PARTNERING

1.8.1 Formal Partnering

1.9 ELECTRONIC MAIL (E-MAIL) ADDRESS

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 30 00 Page 1

Unit of Measure: Job.

2. Item Number 0002; "Excavate Outfall 08 (OF-08)"

All costs for labor, equipment, and materials for excavation and sediment processing/dewatering, and on-site disposal of material (including sediment management bin characterization). Includes slope stabilization and restoration. All work as shown on the drawings and in accordance with appropriate sections of the specifications.

Unit of Measure: Job.

OPTIONAL ITEM

3. Item Number 0003; "Off-Site Disposal (RCRA D Disposal Facility)"

This subdivided option includes costs for all labor, equipment, material, transportation, and disposal for RCRA D off-site disposal of excavated material from Outfall 008. This item assumes that material has already been stabilized per Section 02 55 00 SOLIDIFICATION OF STABILIZED MATERIAL, and is located in either the soil management bins or the on-site beneficial re-use stockpile. Transportation of material under this item will be in accordance with Section 02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS and other appropriate sections of the specifications. In the event that Option Item 0003 is executed, the Contracting Officer's Representative will provide direction to the Contractor specifying the soils that are in the soil management bins or the on-site beneficial re-use stockpile, which must be disposed of off-site.

Unit of Measure: Ton.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 22 00 Page 3

3. Item Number 000 3; " Service Contract Reporting formerly known as Contractor Manpower Reporting Application (CMRA)"

Unit of Measure: Job.

The Office of the Assistant Secretary of the Army (Manpower & Reserve Affairs) operates and maintains a secure Army data collection site where the contractor will report all contractor manpower (including subcontractor manpower) required for performance of this contract, to include all modifications. The contractor is required to completely fill in all the information in the format described at the following web address: https:// sam.gov/content/entity-reporting. This website address includes links to a helpdesk and a user’s manual.

The reporting period will be from the beginning of the period of performance until 30 September of each government fiscal year, not to exceed 12 months and must be reported by 31 October of each calendar year. Further information and frequently asked questions are located at the following website: https://sam.gov/content/entity-reporting.

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

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

View Location Map; G

FAA Permit; G

Progress and Completion Pictures; G

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.

SECTION 01 30 00 Page 2

1.5 FAA PERMIT AND COORDINATION

The Contractor is responsible for all coordination with the FAA and associated permits required to complete the work. The Contractor shall submit FAA Form 7460-1 for any cranes, structures, etc. utilized on the project based on the requirements of CFR Title 14 Part 77.9. Form 7460-1 has a requirement that the form must be submitted 45 days prior to the start of the work involving the crane, other equipment or structures, etc.

1.6 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.

1.7 SUPERVISION

1.7.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. In addition, the Quality Control (QC) representative must also have fluent English communication skills.

1.7.2 Superintendent Qualifications

The project superintendent must have a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on dredging 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.

Superintendent / Quality Control (QC) Manager must have qualifications established in Section 01 45 00 QUALITY CONTROL for the Quality Control (QC) Manager.

1.7.2.1 Duties

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. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.7.3 Non-Compliance Actions

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

SECTION 01 30 00 Page 3 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.

1.8 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 Supported Command, the End User (who will occupy the facility), the Government Design and Construction team and Subject Matter Experts, the Installation, the Contractor and Subcontractors, and the Designer of Record 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.

1.8.1 Formal Partnering

Provide and host the Partnering sessions with key personnel of the Project Team, including Contractor personnel and Government personnel. Pay all costs associated with the Partnering effort including the Facilitator, the meeting room, and other incidental items. In exception, each participant bears their own costs for meals, lodging, and transportation associated with the Partnering sessions.

Before a Partnering session, coordinate with the Facilitator all requirements for incidental items (such as audio-visual equipment, easels, flipchart paper, colored markers, note paper, pens/pencils, colored flash cards), and have these items available at the Partnering session. Provide copies of documents for distribution to all attendees. Provide a Facilitator experienced in conducting Partnering Workshops, and who is acceptable to both the Government and the Contractor. The Facilitator is responsible for leading the team in a timely manner and making sure that issues are identified and resolved. A list of Partnering Facilitators is available from the Contracting Officer.

a. Schedule the Initial Partnering Session for a duration of one day minimum. Locate this session at a place off the construction site, as agreed to by the Contracting Officer and the Contractor. It shall take place within two weeks after the Pre-Construction Meeting.

b. Schedule follow-on Partnering Session(s) for a maximum of 4 hours.

Schedule them at no more than 3 to six month intervals. Participants are encouraged to utilize electronic means to expedite meetings.

Meetings may be held at a location off-Base, at the project site, or in a Government Facility on Base. Follow-on meetings may be held concurrently with other scheduled meetings. Attendees need only be those required to resolve current issues. Recommend using the same Facilitator from the Initial Partnering session to achieve best results and for continuity.

1.9 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the

SECTION 01 30 00 Page 4 capability to open various electronic attachments as text files, pdf 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.

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PART 3 EXECUTION

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SECTION 01 30 00 Page 5

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…