3c_P2809604Specification_011624.pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

SHORE INFRASTRUCTURE LOGISTICS CENTER

SPECIFICATIONS FOR

REPAIR STEEL BULKHEAD AND MISC PAVED AREAS

ISSUED FOR CONSTRUCTION – JUN 2023

PSN: 2809604

AT

USCG SECTOR NORTHERN NEW ENGLAND

SOUTH PORTLAND, CUMBERLAND COUNTY, MAINE

David J. Arpin, PE David C. Dill, PE

DESIGN PROJECT MANAGER DESIGN TEAM 1 SUPERVISOR

_____Michael P. Carosotto, PE_____

TECHNICAL DIRECTOR

by direction of the

COMMANDING OFFICER

UNITED STATES COAST GUARD

CIVIL ENGINEERING UNIT PROVIDENCE

475 KILVERT ST, SUITE 100

WARWICK, RHODE ISLAND 02886

THIS PAGE INTENTIONALLY LEFT BLANK

REPAIR STEEL BULKHEAD AND MISC PAVED AREAS 2809604

USCG SEC NNE, SOUTH PORTLAND, ME JUN 2023

i

SECTION 00 00 01

TABLE OF CONTENTS

DIVISION 01 – General Requirements

01 11 00 Summary of Work 01 14 00 Work Restrictions 01 30 00 Administrative Requirements 01 32 00 Construction Schedule/Schedule of Values Schedule of Values 01 33 00 Submittal Procedures Submittal Register 01 35 26 Government Safety Requirements 01 45 00.00 10 Quality Control 01 50 00 Temporary Construction Facilities and Controls 01 57 19 Temporary Environmental Controls 01 77 00 Closeout Procedures

DIVISION 02 – Existing Conditions

02 41 00 Demolition and Deconstruction

DIVISION 05 - Metals

05 50 15 Civil Works Fabrication

DIVISION 06 – Woods, Plastics and Composites

06 13 33 Pier Timberwork

DIVISION 09 – Finishes

09 97 13.26 Coating of Steel Waterfront Structures

DIVISION 26 - Electrical

26 00 00.00 20 Basic Electrical Materials and Methods 26 05 19.00 10 Insulated Wire and Cable 26 27 29 Marina Electrical Work

DIVISION 31 - Earthwork

31 05 19 Geotextile 31 68 14 Bulkhead Pressure Grouting

DIVISION 32 – Exterior Improvements

32 10 00 Bituminous Concrete Pavement 32 11 16 Base and Subbase Courses for Rigid and Flexible Pavement 32 13 13.06 Portland Cement Concrete Pavement for Site Facilities 32 31 13 Chain Link Fences and Gates

APPENDICES

Appendix A - Federal & State Permits

--End of Section— ii

SECTION 01 11 00 Page 1 / 4

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Summary of Work, Base Bid & Optional Bid Items

The project includes one (1) Base Bid Item (BBI) and two (2) Optional Bid Items (OBIs) as summarized below. Any work that is not specified as being part of an OBI shall be included as part of the base bid scope.

1.1.1.1 BBI No. 1

RPUID 15754, STEEL BULKHEAD: Patch the oversized tie-rod penetrations (78 EA) and pick holes (131 EA) along the West Face and East Face Main Pier and repair four (4 EA) tie rods along the East Face Main Pier as specified and shown in the Contract Documents.

RPUID 49849, MISC PAVED AREAS: Replace the concrete pavement along the West Face Main Pier and replace the asphalt pavement along the East Face Main Pier as specified and shown in the Contract Documents.

RPUID 15764, PERIMETER FENCE: Replace the perimeter fence along the West and East Face Main Pier as specified and shown in the Contract Documents.

RPUID 811955, UTILITY COMM LINES: Relocate the underground fire alarm line at the West Face Main Pier outside of the footprint of the proposed concrete pavement as specified and shown in the Contract Documents.

1.1.1.2 OBI No. 1:

RPUID 15754, STEEL BULKHEAD: Seal and pressure grout the identified historic rock anchors, historic patch plates, historic wale fixing bolt holes, existing rock anchors, existing tie rod, and existing rock anchor collar plates at the Northeast Corner, North Face, and Northwest Corner Main Pier as specified and shown in the Contract Documents.

1.1.1.3 OBI No. 2:

RPUID 15754, STEEL BULKHEAD: Replace the existing timber fender system at the Northwest Corner Main Pier as specified and shown in the Contract Documents.

1.1.2 Location

US Coast Guard Sector Northern New England 259 High Street South Portland, ME 04106

1.2 AVAILABILITY OF DIGITAL DRAWING FILES

Drawings for the project have been prepared using AutoCAD. One set of the electronic files will be provided to the successful contractor for the sole purpose of facilitating the execution of the work specified, including

SECTION 01 11 00 Page 2 / 4 preparation of shop drawings, coordination drawings, record drawings, and other submittals. The KTR shall field verify all information as required to successfully provide the work specified.

1.3 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the KO. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.4 LOCATION OF UNDERGROUND FACILITIES

Obtain digging permits prior to start of any excavation. Verify the elevations of existing piping, utilities, and any type of submerged or underground obstruction not indicated or specified to be removed but indicated in locations to be dredged or altered for site access.

1.4.1 Notification Prior to Excavation

Notify the KO at least 3 working days (72 hours) prior to starting excavation work. The KTR is responsible for locating and marking all utilities not shown on the Contract Drawings.

1.5 FEDERAL AND OTHER AUTHORITIES HAVING JURISDICTION

All work shall be in compliance with Federal, State, and local regulations and requirements.

1.6 QUALITY ASSURANCE

1.6.1 Federal and Other Authorities Having Jurisdiction

All work shall be in compliance with Federal, State, and local regulations and requirements.

1.7 DEFINITIONS

COR: Contracting Officer Representative

FURNISH: After submittal approval (when required), deliver specified materials, components, equipment, and/or systems to the project site and protect until installed.

INSTALL: Install at location indicated or approved; make ready for service as specified.

KO: Contracting Officer

KTR: Contractor

SECTION 01 11 00 Page 3 / 4

NEW: As used in these specifications, "new" is indicated for the convenience of the KTR. Unless the word "existing" is used as a qualifier, all devices, components, and equipment indicated shall be new from the manufacturer.

REMOVE AND DISPOSE: Completely remove materials, components, equipment, and/or systems identified; dispose of legally; repair remaining surfaces damaged as a result of removal.

REMOVE AND REINSTALL: Completely remove materials, components, equipment, and/or systems identified to allow for completion of specified work;

reinstall as specified afterwards.

REMOVE AND STOCKPILE: Completely remove materials, components, equipment, and/or systems identified; store and protect; and reinstall as specified.

SHALL: Mandatory.

1.8 SUPERVISION

Have at least one qualified Supervisor, Contractor Quality Control (CQC) System Manager, and Site Safety and Health Officer (SSHO) capable of reading, writing, and conversing fluently in the English language on the job site during working hours. For this contract, these roles may be fulfilled by one person, provided they meet the necessary qualifications as specified herein.

1.9 MEETINGS

1.9.1 PRE-CONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site. Refer to Section 01 30 00, ADMINISTRATIVE REQUIREMENTS for additional details.

1.9.2 PROJECT COMMUNCIATIONS – CONSTRUCTION PROGRESS MEETINGS

Construction Progress Meetings (aka 'Job Meetings') will be held on a regular basis in person or via video conference (e.g., MS TEAMS) to advise of the work planned for the project and optimize communications with the construction team, USCG Project Managers, and unit personnel. Refer to Section 01 30 00, ADMINISTRATIVE REQUIREMENTS for additional details.

1.10 INSPECTION

The KTR shall keep the KO or duly appointed representative fully informed of contract operations and plans so that a representative may arrange to be present at various times that work is being performed.

1.10.1 KTR’s Daily Log

The KTR shall complete the USCG Daily Log form at the end of each working day and deliver it to the Government Inspector and COR. The Government Inspector will attest to its accuracy by initialing the form and forwarding that form to CEU Providence. The form template will be provided to the KTR by the COR.

SECTION 01 11 00 Page 4 / 4

PART 2 PRODUCTS

2.1 BUY AMERICAN ACT COMPLIANCE

All equipment purchased by U.S. Government agencies must comply with the “Buy American Act” (BAA). In summary, this means that the equipment or systems installed must be made in the USA.

2.2 BASIS OF DESIGN; AND BRAND NAME OR EQUAL

In general, the federal government does not include the name of manufacturers or model numbers to specify various items, equipment, components or systems. However, since equipment or other items of equal capacity is not necessarily available in the same arrangement, size or construction required for the specific use or application required, manufacturers' model numbers, figures or other "Brand Name" information or references are used in the Contract Documents for the convenience of the government and as a service to bidders, in order to generally identify features, performance and level of quality or materials to be provided. The information may appear in the specifications, on the drawings (in the form of drawing notes, schedules or other similar methods), or a combination of these methods.

Use of the name of a manufacturer in conjunction with the words "or equal" or "Design Basis" does not indicate a preference for this equipment, but rather that the government is not aware of all possible or acceptable sources of supply for the particular item but has located at least one source. However, given the impact on the construction schedule and need for coordination during that period, these two conditions have specific meanings relative to contract document requirements.

2.2.1 Basis of Design

Not used.

2.2.2 Brand Name or Equal

Items specified with the words "Brand Name or Equal" (information in square brackets may be a manufacturer plus model number or series of equipment) have been so specified because of their particular significance relative to successfully achieving design requirements and intent. When this specification method is used, the KTR shall, if s/he would like to use a manufacturer/model number other than that specified, include a detailed submittal fully describing the item, including its ability to meet or exceed the required salient characteristics of the specified equipment, with the bid materials submitted, as an alternate manufacturer for evaluation as part of the bidding process. The KTR shall also fully bear any costs associated with use of the alternate equipment or item, if approved (e.g., work by other trades, other modifications required to achieve project requirements).

PART 3 EXECUTION

SECTION 01 14 00 Page 1 / 4

SECTION 01 14 00

WORK RESTRICTIONS

1.1 SPECIAL SCHEDULING REQUIREMENTS AND WORK RESTRICTIONS

a. The work is subject to the scheduling requirements and work restrictions specified in the Contract Documents.

b. The KTR shall be responsible for obtaining approval to begin each phase of work in coordination with the COR and USCG Unit Officer in Charge (OIC).

c. The KTR shall have all materials, equipment, and personnel required to perform the work at the site prior to the commencement of work.

d. USCG SEC NNE will remain in operation during the entire construction period. The KTR shall conduct his operations so as to cause the least possible interference with normal operations of the activity. Unit access to emergency response vessels and the ability to go underway shall be continuously maintained.

e. Areas of the facility not under construction shall remain in operation during construction. Keep all construction activities and personnel clear of facility operations.

f. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations and construction work at USCG SEC NNE. Identify on the construction schedule each factor which constitutes a potential interruption to operations.

g. Conduct operations so that equipment access between upland areas and the vessel berths, waterfront laydown areas, and piers is possible at all times. Relocate and secure construction equipment at the end of each work day away from access ways in use.

h. The KTR shall give proper notification to the USCG when operations shall interfere with USCG equipment access to the waterfront.

Permission to interrupt any activity roads, channels, parking areas, storage areas, access, and/or utility service shall be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

i. State and Federal Environmental Permits have been issued for this project and are provided in Appendix A. The KTR shall be responsible fore reviewing and complying with these and other applicable permits and for issuing the pre- and post-construction permit agency notifications required.

SECTION 01 14 00 Page 2 / 4

1.2 KTR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

Ensure that KTR personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and not until cleared for such entry. The KTR’s equipment shall be conspicuously marked for identification.

1.2.1.1 No Smoking Policy

Smoking/Vaping (use of electronic nicotine delivery systems) of any kind is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The COR will identify designated smoking areas.

1.2.2 Regular Working Hours

Regular working hours shall consist of 0730 to 1530, Monday through Friday, excluding Government holidays, unless otherwise established by the KO.

1.2.3 Work Outside Regular Hours

Work outside regular working hours requires KO approval. Submit application 48 hours prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the KO may approve work outside regular hours. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the KO.

1.2.4 Exclusionary Period

No work shall be performed during the period excluded in the project permits, if any, without the prior written approval of the KO. This period will not be considered part of the time allowed for the performance of the work.

1.2.5 Occupied and Existing Buildings

The KTR shall be working around existing buildings which are occupied. Do not enter the buildings without prior approval of the KO.

1.2.6 Unit Specific Requirements

1.2.6.1 Waterfront Access

The KTR shall maintain USCG equipment access between upland areas and the waterfront at all times.

SECTION 01 14 00 Page 3 / 4

1.3 SECURITY REQUIREMENTS

1.3.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the KTR and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists. Post the list prominently at the job site in a conspicuous location.

1.3.2 Employee List

The KTR shall provide to the KO, in writing, the names of two (2) designated representatives authorized to request personnel and vehicle passes for employees and subcontractor’s employees prior to commencement of work under this contract.

1.3.3 Personnel Entry Approval

Failure to obtain entry approval will not affect the contract price or time of completion.

1.3.4 Areas Not Covered by Contract

The KTR will not be permitted to enter buildings or areas not covered by the work included in this contract, except by prior approval of the KO and the Officer-In-Charge of the facility.

1.3.5 KTR Vehicles and Equipment

KTR employee parking is prohibited on any wharfs and waterfront areas with the exception that up to three vehicles may be parked within the KTR’s Staging Area shown on the Drawings. Car-pooling off site will be required.

Do not park on or block the marked fire lanes at any time.

Do not operate on areas outside of the construction Limits of Disturbance or the KTR’s Staging Area without permission. Metal track construction vehicles are not allowed to operate on paved areas to remain. Utilize rubber tires or rubber track vehicles in these areas only.

3.1 SEQUENCE OF WORK

The KTR shall provide their intended sequence of construction of the work activities in the “Construction Schedule” which shall be prepared and submitted in accordance with Specification Section 01 32 00, CONSTRUCTION

SCHEDULE/SCHEDULE OF VALUES.

SECTION 01 14 00 Page 4 / 4

Section 01 30 00 Page 1 / 4

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

03/22

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 -- Safety and Health

Requirements Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

15 CFR 772 Definition of Terms

15 CFR 773 Special Licensing Procedures

1.2 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by Section H of the solicitation, during the entire period of performance under this contract.

Provide other insurance coverage as required by State law.

1.3 SUPERVISION

1.3.1 Superintendent Qualifications

Provide Project Superintendent with 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 KO may request proof of the Superintendent's qualifications at any point in the project if the performance of the Superintendent is in question.

For this project, the Superintendent is permitted to also serve as the Contractor Quality Control (CQC) System Manager as established in Section 01 45 00.00 10 QUALITY CONTROL, and the Site Safety and Health Officer (SSHO) as established in accordance with Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS. The Superintendent must have qualifications in accordance with those sections.

1.3.2 Minimum Communication Requirements

Have at least one qualified Superintendent, CQC System Manager, and SSHO, or competent alternates, capable of reading, writing, and conversing fluently

Section 01 30 00 Page 2 / 4 in the English language, on the job-site at all times during the performance of contract work.

1.3.3 Duties

The Project Superintendent is primarily responsible for managing subcontractors and coordinating day-to-day production and schedule adherence on the project. The Superintendent is required to attend project meetings, safety 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.

1.3.4 Project Manager

Assign a Project Manager with the responsibility for the overall management of the project. The KO may request proof of the Project Manager's qualifications at any point in the project if the performance of the Project Manager is in question.

1.3.4.1 Project Manager Qualifications

The Project Manager must have a minimum 10 years’ experience as a Project Manager or Superintendent on projects of similar size and complexity. The Project Manager shall be capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work.

1.3.4.2 Non-Compliance Actions

The Project Superintendent and Project Manager are subject to removal by the KO for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion. Furthermore, the KO 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 KTR.

1.4 MEETINGS

1.4.1 Preconstruction Meeting Conference

Immediately after award, prior to commencing any work at the site, coordinate with the KO a time and place to meet for the Preconstruction Meeting. The meeting must take place within 30 calendar days after award of the contract, but prior to commencement of any work at the site. The purpose of this meeting conference is to discuss and develop a mutual understanding of the administrative requirements of the Contract including but not limited to: daily reporting, invoicing, value engineering, safety, base-access, outage requests, hot work permits, schedule requirements, quality control, schedule of prices or earned value report, shop drawings, submittals, cybersecurity, prosecution of the work, government acceptance, final inspections and contract close-out. KTR must present and discuss their basic approach to scheduling the construction work and any required phasing.

Subcontractors who will engage in the work shall also attend. The KTR will record and distribute the meeting minutes to each party present and to parties requiring information.

Section 01 30 00 Page 3 / 4

1.4.2 Construction Progress Meetings

Construction Progress Meetings (aka 'Job Meetings') will be held on a regular basis in person or via video conference (e.g., MS TEAMS) to advise of the work planned for the project and optimize communications with the construction team, USCG Project Managers, and unit personnel.

A schedule for these meetings will initially be established at the Pre- Construction Conference, with dates and times to be arranged for the mutual convenience of all, to the extent practical. The need for these meetings shall be at the discretion of the COR, but it is anticipated that initially, at a minimum, these meetings shall occur biweekly until all submittals are approved. Meetings may increase to weekly as the period for on-site construction approaches, and continue on a weekly basis until no longer required, at the discretion of the COR.

The KTR will record and distribute the progress meeting minutes to each party present and to parties requiring information. Review progress since the last meeting. Review items of significance that could affect progress.

Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to KTR's construction schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time.

1.4.2.1 Progress Meeting Minutes

Progress Meeting Minutes shall include the following:

a. Project Name, Meeting Date, and List of Attendees,

b. Project Status(i.e. items On-Time/Ahead-of-Schedule/Behind-Schedule),

c. Submittal and RFI Status,

d. Previous Outstanding KTR Concerns/Issues

e. Previous Outstanding Government Concerns/Issues

f. Progress/Schedule

g. New KTR Concerns/Issues

h. New Government Concerns/Issues

1.4.3 Attendees

KTR attendees must include the Project Manager, Superintendent, SSHO, CQC System Manager and major subcontractors.

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

Section 01 30 00 Page 4 / 4

It is the KTR's responsibility to make timely distribution of all KO initiated e-mail with its own organization including field office(s).

Promptly notify the KO, in writing, of any changes to this email address.

Not Used

Not Used

-- End of Section --

Section 01 32 00 Page 1 / 6

SECTION 01 32 00

CONSTRUCTION SCHEDULE/SCHEDULE OF VALUES

1.1 SUBMITTALS

Submit the following in accordance with Section 01 33 00, SUBMITTAL

PROCEDURES.

1.1.1 SD-01 Preconstruction Submittals

Construction Schedule

Schedule of Values

Approval of the above submittals is required prior to the start of construction.

1.2 CONSTRUCTION SCHEDULE AND SCHEDULE OF VALUES

At the Preconstruction Conference, submit a Construction Schedule and Schedule of Values in accordance with FAR Clause 52.236.15. The Schedule of Values shall be based on the actual breakdown of the bid price, and organized to facilitate progress payments as major portions of the Work are completed. The cost of insurance shall not be listed as a separate item but included as part of each item of work. The actual cost of bonds may be paid as the first progress payment when a receipt from the bonding company is presented to the KO. In addition, keep the Government Inspector informed daily of the expected delivery dates for major pieces of equipment and materials.

1.2.1 Schedule Contents

The Construction Schedule and the Schedule of Values shall be incorporated into separate forms which clearly indicate the start and completion dates and unit value of all major work components. Include the following project specific items at a minimum:

1. Bonds

2. Pre-Construction Submittals

3. Mobilization

4. Work Activities:

A. Stripping, Stockpiling, Fence Demo, and Removal B. Closure Plate Installation C. Tie Rod Repair D. Subgrade Compaction; Subbase Course, Geotextile, and Base

Course Placement; and Grading E. Fence Installation F. Concrete Pavement Installation G. Asphalt Pavement Installation H. OBI No. 1: Rock Anchor and Misc. Sealing Repairs I. OBI No. 2: Existing Timber Fender System Replacement

5. Factors which Constitute Potential Interruptions to Unit Operations

Section 01 32 00 Page 2 / 6

6. In-Progress Submittals

7. Final Government Inspection

8. Demobilization

9. Close-Out Submittals

1.2.1.1 Definitions

A. Preconstruction Submittals: Activities which encompass the obtaining, submission, review, and approval of submittals necessary prior to the start of the related site work. KTR shall annotate all such activities into the progress schedule with their forecasted time periods. These activity periods shall not be exclusive of the contract performance period. No site work shall commence until the respective submittals have been approved.

B. Mobilization: Having all personnel, equipment, and materials needed to perform the work on site.

C. Work Activities: The value of all major work components within the project shall be identified on the Schedule of Values on a unit quantity and unit cost basis (e.g. number of squares and cost per square of roofing, number of lineal feet and cost per lineal foot of conduit, number of panels and cost per panel etc.). Lump sum items shall only be paid for when 100% complete.

1.2.2 Format

The Construction Schedule shall be provided in a horizontal Gantt-chart format and prepared using MS PROJECT or approved equal. Include any constraints and work restrictions (e.g., exclusionary periods, holidays, government scheduled events, etc.), phasing, work performed by the government, staging of construction for major portions of the work, and milestones. Subdivide schedule into sufficient number of work activities to accurately display the work schedule, sequence of work, activity duration, and interdependence of each activity. Clearly show the activities of the critical path. The critical path is defined as the longest path.

The Schedule of Values shall be provided on the attached KTR’s Schedule of Values form.

Provide one (1) electronic copy of both the Construction Schedule and Schedule of Values in PDF format as well as one (1) electronic copy of the Construction Schedule in MS PROJECT format prior to the start of construction. Provide updated versions in accordance with paragraph Updated Schedules.

1.2.3 KTR Schedule Responsibilities

The Construction Schedule and Schedule of Values as approved by the Government is not a substitute for quantities conveyed by the specification and drawings and those required for a complete job.

Omissions and errors on the Construction Schedule and Schedule of Values are the responsibility of the KTR. Payments will not be made until the schedule of prices has been submitted to and approved by the KO.

Section 01 32 00 Page 3 / 6

1.2.4 UPDATED SCHEDULES

A revised Construction Schedule/Schedule of Values shall be issued by the KTR on a regular basis (minimum monthly, with each requisition for payment), and reviewed/revised at each progress meeting. In addition, any revisions to the Construction Schedule/Schedule of Values such as modifications or delays shall be reflected by KTR submission of an updated Construction Schedule/Schedule of Values.

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 of 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. Qualifications shall be submitted upon request of the COR.

3.1 GENERAL REQUIREMENTS

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

3.2 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.2.1 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 KO will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

3.2.2 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 30 calendar days.

Section 01 32 00 Page 4 / 6

3.2.3 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 and/or Federal regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.2.4 Phase of Work

Assign Phase of Work to all activities. Examples of phase of work are procurement phase and construction phase.

3.2.5 Out-of-Sequence Progress

Activities that have progressed before all preceding logic has been satisfied (Out-of-Sequence Progress) will be allowed only on a case-by-case basis subject to approval by the KO. Propose logic corrections to eliminate out of sequence progress or justify not changing the sequencing for approval prior to submitting an updated project schedule.

3.2.6 Added and Deleted Activities

Do not delete activities from the project schedule or add new activities to the schedule without approval from the KO. Activity number and description changes are considered new activities and cannot be changed without KO approval.

3.2.7 Percent Complete

Update the percent complete for each activity started, based on the realistic assessment of earned value.

3.2.8 Remaining Duration

Update the remaining duration for each activity based on the number of estimated work days it will take to complete the activity.

3.3 REQUESTS FOR TIME EXTENSIONS

Provide a justification of delay to the KO in accordance with the contract provisions and clauses for approval within 10 days of a delay occurring.

Also prepare a time impact analysis for each Government request for proposal (RFP) to justify time extensions.

3.3.1 Justification of Delay

Provide a description of the event(s) that caused the delay and/or impact to the work. As part of the description, identify all schedule activities impacted. Show that the event that caused the delay/impact was the responsibility of the Government. Provide a time impact analysis that demonstrates the effects of the delay or impact on the project completion date or interim completion date(s).

3.3.2 Time Extension

Section 01 32 00 Page 5 / 6

The KO must approve the Justification of Delay including the time impact analysis before a time extension will be granted. No time extension will be granted unless the delay consumes all available Project Float and extends the projected finish date ("End Project" milestone) beyond the Contract Completion Date. The time extension will be in calendar days.

Actual delays that are found to be caused by the KTR's own actions, which result in a calculated schedule delay will not be a cause for an extension to the performance period, completion date, or any interim milestone date.

3.4 FAILURE TO ACHIEVE PROGRESS

Should the progress fall behind the approved project schedule for reasons other than those that are excusable within the terms of the contract, the KO may require provision of a written recovery plan for approval. The plan must detail how progress will be made-up to include which activities will be accelerated by adding additional crews, longer work hours, extra work days, etc.

3.4.1 Failure to Perform

Failure to perform work and maintain progress in accordance with the supplemental recovery plan may result in an interim and final unsatisfactory performance rating and may result in corrective action directed by the KO pursuant to FAR 52.236-15 Schedules for Construction Contracts, FAR 52.249-10 Default (Fixed-Price Construction), and other contract provisions.

3.5 MODIFICATIONS

When a modification is issued by the Government, record the modification as the last activity of the Construction Schedule and Schedule of Values and include the value of the modification. Adjust the Schedule of Values to reflect the inclusion of the modification. Revise the Construction Schedule portion of the form to annotate the progress change. Enter all modifications in this manner in sequential order.

Section 01 32 00 Page 6 / 6

Repair Steel Bulkhead & Misc 2809604

SEC NNE

Jun-23

4 Work Activities 4A

4B Closure Plate Installation

4C Tie Rod Repair

4D

4E Fence Installation

4F Concrete Pavement Installation

4G Asphalt Pavement Installation

4H OBI No. 1: Rock Anchor and Open Bolt Hole Repair

4I

6 In-Progress Submittals

7 Final Government Inspection

8 Demobilization

9 Close-Out Submittals

Contractor's Schedule of Values

Bonds

Pre-Construction Submittals

Mobilization

Factors which Constitute Potential Interruptions to Unit Operations

Contract Work Item

Project Title:

Task Order Number:

Project Location:

Issue/Date:

Contract Number:

Project PSN:

Contractor Name & Address:

Estimated Cost Percentage of Total

Contract Cost

Stripping, Stockpiling, Fence Demo, and Removal

Subgrade Compaction; Subbase Course, Geotextile, and Base Course Placement; and Grading

TOTAL COST: 0%

OBI No. 2: Existing Timber Fender System Replacement

SECTION 01 33 00 Page 1 / 10

SECTION 01 33 00

SUBMITTAL PROCEDURES

GENERAL

1.1 DEFINITIONS

1.1.1 Submittal

Shop drawings, product data, samples, and administrative submittals shall be presented for review and approval. Contract Clauses "FAR 52.236-5, Material and Workmanship," paragraph (b) and "FAR 52.236-21, Specifications and Drawings for Construction," paragraphs (d), (e), and (f) apply to all "submittals."

1.1.2 Types of Submittals

Submittals shall be classified as indicated in paragraph "Submittal Descriptions (SD)". Submittals may also be grouped as follows:

a. Shop drawings: As used in this section, drawings, schedules, diagrams, and other data submitted by Contractor prepared specifically for this contract by Contractor, subcontractor, manufacturer, supplier, distributor, or other lower tier contractor, to illustrate portion(s) of work.

b. Product data: Preprinted material such as illustrations, standard schedules, performance charts, instructions, brochures, diagrams, manufacturer's descriptive literature, catalog data, and other data to illustrate portion of work, but not prepared exclusively for this contract.

c. Samples: Physical examples of products, materials, equipment, assemblies, or workmanship that are physically identical to the portion of work, illustrating portion of work or establishing standards for evaluating appearance of finished work or both.

d. Administrative submittals: Data presented for reviews and approval to ensure that administrative requirements of the project are adequately met but not to ensure directly that work is in accordance with design concept and in compliance with contract documents.

1.1.3 Submittal Descriptions (SD)

SD-01 Preconstruction Submittals

Construction Progress Schedule Submittal Register Schedule of Values Health and Safety Plan Work Plan Quality Control (QC) Plan Environmental Protection Plan

SD-02 Shop Drawings

SECTION 01 33 00 Page 2 / 10

Drawings, diagrams, and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

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

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

SD-04 Samples

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

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

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

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

SD-05 Design Data

Design calculations, mix designs, analyses, or other data pertaining to a part of the work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. (Testing must have been within three years of date of contract award for the project.)

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

SECTION 01 33 00 Page 3 / 10

Investigation reports

Daily checklists

Final acceptance test and operational test procedure

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system, or material attesting that product, system, or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer, or subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.

Confined space entry permits.

SD-08 Manufacturer’s Instructions

Preprinted material describing the installation of a product, system, or material, including special notices and Material Safety Data Sheets concerning impedances, hazards, and safety precautions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and must state the test results;

and indicate whether the material, product, or system has passed or failed the test.

Factory test reports.

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment.

This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance, and repair of the item.

This data is intended to be incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

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

SECTION 01 33 00 Page 4 / 10

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

1.1.4 Approving Authority

Person authorized to approve submittal.

1.1.5 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce construction and materials, products, equipment, and systems incorporated or to be incorporated in such

1.2 SUBMITTALS

Submit the following in accordance with the requirements of this section.

1.2.1 SD-01 Preconstruction Submittals

Submittal register

Approval of the above submittal is required prior to the start of

1.3 USE OF SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses.

1.3.1 Submittal Register

Submit submittal register. Do not change data in columns (a), (b), (c), and

(d) as delivered by the Government. Verify that all submittals required for the project are listed and add missing submittals. Complete the following on the register:

Column (e) Scheduled Submittal Date: Scheduled date for approving authority to receive submittals.

Column (f) Date Forwarded to Approving Authority: Actual date submittal is forwarded to Approving Authority.

1.4 PROCEDURES FOR SUBMITTALS

1.4.1 Reviewing, Certifying, Approving Authority

Government organization shall be responsible for reviewing and certifying that submittals are in compliance with contract requirements. Approving authority on submittals is the Project Manager unless otherwise specified for specific submittal.

1.4.2 Constraints

a. Submittals listed or specified in this contract shall conform to provisions of this section, unless explicitly stated otherwise.

SECTION 01 33 00 Page 5 / 10

b. Submittals shall be complete for each definable feature of work;

components of definable feature interrelated as a system shall be submitted at the same time.

c. When acceptability of a submittal is dependent on conditions, items, or materials included in separate subsequent submittals, the submittal will be returned without review.

d. Approval of a separate material, product, or component does not imply approval of assembly in which item functions.

1.4.3 Scheduling

a. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential requirements to resubmit.

b. Except as specified otherwise, allow review period, beginning with receipt by approving authority, that includes at least 10 working days.

Period of review for each re-submittal is the same as for initial submittal. Allow longer time periods where processing must be coordinated with subsequent submittals.

c. No time extensions shall be authorized because of the Contractor’s failure to transmit submittals to the USCG sufficiently in advance of the work.

1.4.4 Variations

Variations from contract requirements require Government approval pursuant to contract Clause entitled "FAR 52.236-21, Specifications and Drawings for Construction" and will be considered where advantageous to Government.

1.4.4.1 Considering Variations

Discussion with Contracting Officer prior to submission, will help ensure that functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal

(VECP).

1.4.4.2 Proposing Variations

When proposing variation, deliver a written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to the Government. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item. Clearly mark the proposed variation in all documentation.

1.4.4.3 Warranting That Variations Are Compatible

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

SECTION 01 33 00 Page 6 / 10

1.4.4.4 Review Schedule Is Modified

In addition to normal submittal review period, a period of 5 working days will be allowed for consideration by the Government of submittals with variations.

1.4.5 Contractor's Responsibilities

a. Determine and verify field measurements, materials, and field construction criteria; review each submittal; and check and coordinate each submittal with requirements of the work and contract documents.

b. Transmit submittals to the Contracting Officer in accordance with the schedule on the approved Submittal Register, and to prevent delays in the work, delays to the Government, or delays to separate contractors.

c. Advise Contracting Officer of variations, as required by paragraph entitled "Variations."

d. Correct and resubmit submittals as directed by the approving authority.

When resubmitting disapproved transmittals or transmittals noted for re-submittal, the Contractor shall provide a copy of that previously submitted transmittal, including all reviewer comments, for use by the approving authority. Direct specific attention in writing or on resubmitted submittal to revisions not requested by the approving authority on previous submissions.

e. Furnish additional copies of submittals when requested by the Contracting Officer.

f. Complete work which must be accomplished as basis of a submittal in time to allow submittal to occur as scheduled.

g. Ensure no work has begun until submittals for that work have been returned as "approved," except to the extent that a portion of work must be accomplished as basis of the submittal.

1.4.6 Government Responsibilities

a. Note the date on which the submittal was received from the Contractor on each Contract Item Approval Request Form.

b. Review each submittal and check and coordinate each submittal with requirements of work and contract documents.

c. Review submittals for conformance with project design concepts and compliance with the contract documents.

d. Ensure that material is clearly legible.

e. Review submittals for approval within the scheduling period specified and only for conformance with project design concepts and compliance with the contract documents.

SECTION 01 33 00 Page 7 / 10

f. Identify returned submittals with one of the actions defined in the paragraph entitled "Actions Possible" and with markings appropriate for the action indicated.

1.4.7 Actions Possible

Submittals will be returned with one of the following notations:

a. Submittals marked "approved" "approved as submitted" authorize the

Contractor to proceed with the work covered.

b. Submittals marked "approved" "see below" authorize the Contractor to proceed with the work as noted provided the Contractor…