Attachment 1 - Repair Waterfront Phase II Specifications.pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

SHORE INFRASTRUCTURE LOGISTICS CENTER

SPECIFICATIONS FOR

REPAIR WATERFRONT – PHASE 2

PSN: 16654142

AT

CG STA PORTSMOUTH HARBOR

NEW CASTLE, ROCKINGHAM COUNTY, NEW HAMPSHIRE

David J. Arpin, PE David C. Dill

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 STREET, SUITE 100

WARWICK, RHODE ISLAND 02886

THIS PAGE INTENTIONALLY LEFT BLANK

REPAIR WATERFRONT – PHASE 2 16654142

CG PORTSMOUTH HARBOR, NEW CASTLE, NEW HAMPSHIRE

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 Sample Schedule of Values 01 33 00 Submittal Procedures Submittal Register 01 35 26 Government Safety Requirements 01 45 00 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 12 00 Structural Steel

DIVISION 09 – Finishes

09 97 13.26 Coating of Steel Waterfront Structures

DIVISION 26 - Electrical

26 00 00.00 Basic Electrical Materials and Methods 26 42 13.00 Cathodic Protection by Galvanic Anodes

DIVISION 31 – Earthwork

31 05 19.13 Geotextiles for Earthwork 31 23 00.00 Excavation and Fill

DIVISION 32 – Exterior Improvements

32 12 17 Hot Mix Bituminous Pavement 32 31 13 Fences and Gates

DIVISION 35 – Waterway and Marine Construction

35 31 19.40 Stone Revetments 35 51 13.00 Timber Floating Docks 35 59 13.14 Pile Sleeves

APPENDICES

Appendix A - Federal & State Permits

Appendix B – CSTO Standard (Fences)

--End of Section—

SECTION 01 11 00 Page 1 / 5

SECTION 01 11 00

SUMMARY OF WORK

03/22

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The project is defined by the Contract Documents and consists of all work, including all equipment, materials, labor and supervision necessary to complete the waterfront repairs summarized below. Note that this is not intended to be an exhaustive list of all scope items. Refer to the contract drawings and the specifications contained herein for additional information and details on the complete project scope of work.

The project includes the Base Bid Items (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.

BBI #1

RPUID 816511, Bulkheads – North Quay Wall: Work includes chinking and repointing the quay wall.

RPUID 816511, Bulkheads – North Quay Wall/RPUID 9383, Paving: Work includes repairing sinkholes/voids in the dumpster pad area at the east of the quay wall, including partial demolition and removal of the concrete slab and debris, excavation and installation of a concrete closure wall, backfill, and placement of base course and bituminous pavement.

RPUID 816511, Bulkheads – North Quay Wall/RPUID 810801 Fence: Work includes removing and replacing the existing fence on the north quay wall, along the limits of repairs.

RPUID 816511, Bulkheads - South Quay Wall: Work includes repairing the east wall with interim stone berm, repairing voids in the face of the quay wall, and repairing a sinkhole behind the quay wall.

RPUID 857029, Rip-rap: Work includes restoring the north rip-rap revetment.

RPUID 857029, Rip-rap/RPUID 9383, Paving: Work includes repairing sinkhole/voids in the west parking area just behind the north revetment, including partial demolition and removal of the existing pavement, backfill, and placement of base course and bituminous pavement.

RPUID 857029, Rip-rap/RPUID 810801 Fence: Work includes removing and replacing the existing fence at the top of the north revetment, along the limits of repairs.

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RPUID 50109, Wave Screen: Work includes recoating guide piles from mean-low water to the top of the piles, replacing a broken cleat, and installing sacrificial anodes.

RPUID 848538, Floating Dock - Boathouse: Work includes installing a new timber floating dock to replace the previous concrete floating dock that was damaged during a storm and has been removed from the site.

OBI #1

RPUID 816511, Bulkheads - South Quay Wall: Option item includes providing a riprap revetment as an extension to the west end of the existing south quay wall, to fill in lower-elevation areas of the adjacent ledge outcropping.

OBI #2

RPUID 50109, Wave screen/Float dock: Option item includes installing high-density polyethylene (HDPE) pile sleeves on the existing steel pile piles.

1.1.2 Location

CG STA PORTSMOUTH HARBOR

25 Wentworth Road New Castle, Rockingham County, New Hampshire

The work shall be located at the above location, approximately as indicated.

The exact location will be provided by the KO.

1.2 CONTRACT DRAWINGS

The following drawings accompany this specification and are a part thereof.

Drawing No. P16654142 Sheets 1 through 16

Drawings for the project have been prepared using AutoCAD. One set of the original files will be provided to the successful KTR for the sole purpose of facilitating the execution of the work specified, including the preparation of shop drawings, coordination drawings, record drawings, and other submittals. Refer to Section 01 77 00, CLOSEOUT SUBMITTALS, Paragraph SOURCE DRAWING FILES for limitation. 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 must be in a condition equal to or better than that which existed before new work started.

SECTION 01 11 00 Page 3 / 5

1.4 LOCATION OF UNDERGROUND UTILITIES

1.4.1 Digging Permits

Obtain digging permits prior to start of excavation or any underground work, and comply with installation requirements for locating and marking underground utilities. Contact local utility locating service a minimum of 72 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

1.4.2 Ground Penetrating Radar Survey

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground, sidewalk, and paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities, and any type of underground utilities(or encased obstruction not indicated, or specified to be removed), that is indicated or discovered during scanning, in locations to be impacted by the work. Verify elevations before installing new work closer than nearest manhole or other structure/site improvements at which an adjustment in grade can be made.

1.5 FEDERAL AND OTHER AUTHORITIES HAVING JURISDICTION

All work shall be in compliance with Federal, State, and local regulations and requirements, including but not limited to the environmental regulatory permits and authorizations received for this project.

1.6 SALVAGE MATERIAL AND EQUIPMENT

Any items designated on the drawings for salvage and/or reuse, shall be carefully removed and stored in safe location on site for reinstallation as indicated in the Contract Documents, or directed by the COR.

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

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.

OIC: Officer in Charge

SECTION 01 11 00 Page 4 / 5

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, the Supervisor, CQC System Manager, and SSHO may be the same individual, provided that they possess the minimum qualifications required as specified herein.

1.9 MEETINGS

The KTR shall attend the Pre-Construction Conference and Construction Progress Meetings with the KO, COR, USCG Construction Inspector, and other project personnel in accordance with the requirements specified herein.

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.

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

SECTION 01 11 00 Page 5 / 5 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

PART 3 EXECUTION

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Section 01 14 00 Page 1 / 3

SECTION 01 14 00

WORK RESTRICTIONS

1.1 SPECIAL SCHEDULING REQUIREMENTS

a. The USCG Unit is an active USCG installation and will maintain continuous operation throughout the completion of this project.

Accordingly, the KTR shall not interfere with Unit operations or impede upland or water based access. Access to emergency response vessels and the ability to go underway shall be continuously maintained.

b. A portion of the work is located adjacent to the University of New Hampshire Marine Laboratories building. The KTR shall maintain clear vehicle access to the building to the maximum extent possible. If during the work it is necessary to interrupt access to the building or driveway, permission shall be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

c. 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).

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

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. 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.

g. The KTR shall identify on the construction schedule each factor which constitutes a potential interruption to Unit operations.

h. The KTR shall be responsible for issuing the pre- and post-construction notifications required by the State and Federal Permits, where applicable.

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 until cleared for such entry. Ensure all KTR equipment, including delivery vehicles and personnel are clearly identified/marked for identification.

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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, and buildings under construction and 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 Working Hours

Regular working hours shall consist of an 8 1/2 hour period established by the KO and Unit OIC Monday through Friday, excluding Government holidays.

1.2.3 Work Outside Regular Hours

Work outside regular working hours requires KO approval. Submit request in writing to the KO at least 2 full working days 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 must be lighted in a manner approved by the KO.

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. Work conducted by the KTR shall provide the least possible interference to the activities of government personnel (e.g. noise, vibrations, visual, etc.)

1.2.6 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays unless otherwise directed by the KO. Submit request in writing to the KO at least 10 full working days prior to such work. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, prior to interrupting existing service. Test new or modified utility lines as applicable prior to interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, and fuel are considered utility cutovers pursuant the paragraph WORK OUTSIDE REGULAR HOURS. KTR shall provide temporary utility services necessary to maintain USCG Unit operations.

d. Operation of USCG Unit Utilities: The KTR must not operate nor disturb the setting of control devices in the USCG Unit utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The KTR must notify the KO giving reasonable advance notice when such operation is required.

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1.2.7 Load Restrictions

Contractor is advised that loading behind the existing north quaywall is limited to 100 psf within 15 feet of the quaywall face. Vehicles, cranes, and load-handling equipment in this area are prohibited. This load-restricted area includes the entrance to the Boat House Pier access trestle. The surface in this load-restricted area also contains intermittent areas of subsidence and sinkholes; the Contractor shall exercise extreme caution when working in this area or traversing this area to access the work.

Contractor shall coordinate the work accordingly to comply with these load restrictions.

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.

1.3.2 Employee List

The KTR shall provide, 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 to the KO.

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 in this contract, except by prior approval of the COR and Unit OIC.

1.3.5 Parking

Do not park on or block the marked fire lanes or helicopter pad at any time. Parking for workers shall be limited to three spaces and in designated areas only. Off base parking may be required. Metal tracked construction vehicles are not permitted on paved areas; utilize rubber tire or rubber tracked vehicles only.

Not Used

Section 01 30 00 Page 1 / 4

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 -- Safety and Health

Requirements Manual

1.2 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 52.228-5, Insurance- Work on a Government Installation, 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 Project 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 projects where the Superintendent is permitted to also serve as the Contractor Quality Control (CQC) System Manager as established in Section 01 45 00 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 in the English language, on the job-site at all times during the performance of contract work.

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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.

1.3.5 Government Quality Assurance Inspections

Work performed under this contract is subject to inspection by the Government, which may include the Contracting Officer, Contracting Officer’s Representative, and/or the Designer-of-Record (DOR). Inspections performed by the Government are to provide an additional level of Quality Assurance for the project and are not intended to take the place of the Quality Control and Quality Assurance required by the Contractor. See Specification Section 01 45 00, Part 3.6 for additional information on Government Quality Assurance Inspections.

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 21 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, Section 01 30 00 Page 3 / 4 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.

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). 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.

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.

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1.6 MOBILIZATION

KTR shall mobilize to the jobsite within 60 calendar days after contract award. Mobilize is defined as having equipment AND having a physical presence of at least one person from the KTR's team on the jobsite.

Section 01 32 00 Page 1 / 6

SECTION 01 32 00

PROJECT SCHEDULE

02/15

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 Pre-Construction 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. 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 COR informed daily of the expected delivery dates for major pieces of equipment and materials.

1.2.1 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:

a. Bonds

b. Pre-Construction Submittals

c. Mobilization

d. Work Activities

e. Factors which Constitute Potential Interruptions to Unit Operations

f. Potential Interruptions to Unit Operations

g. Quality Control

Section 01 32 00 Page 2 / 6

h. In-Progress Submittals

i. Final Government Inspection

j. Close-Out Submittals; i.e. Testing Balancing Reports, Warranties, Operation and Maintenance Manuals, Posted Instructions

k. As-Built Drawings

l. Demobilization

1.2.1.1 Definitions

a. Pre-Construction Submittals: Pre-Construction Submittals are those 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: Mobilization is defined as having equipment AND having a physical presence of at least one person from the KTR's team on the jobsite.

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.

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

Section 01 32 00 Page 3 / 6 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.

1.2.4 Updated Schedules

Update the Construction Schedule, Schedule of Values, and equipment delivery schedule at monthly intervals or when schedule has been revised.

Reflect any changes occurring once the last update. Submit copies of the purchase orders and confirmation of the delivery dates as directed.

3.1 GENERAL REQUIREMENTS

3.1.2 Withholdings / Payment Rejection

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

In the event that the 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 60 calendar days.

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.

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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

No time extension will be granted without KO approval of the Justification of Delay and time impact analysis. Approval will not 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.

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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.

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REPAIR WATERFRONT – PHASE 2

PN 16654142

STA PORTSMOUTH HARBOR

Contractor's Schedule of Values

Contract Work Item

Project Title:

Task Order Number:

Project Location:

Issue/Date:

Contract Number:

Project PSN:

Contractor Name & Address:

Bulkheads - South Quay Wall, Void Repairs -$

Bulkheads - South Quay Wall, Revetment Extension (Bid Option 1) -$

Bulkheads - South Quay Wall, Install stone berm

TOTAL COST:

Bonds

Pre-Construction Submittals

Mobilization

Bulkheads - North Quay Wall, Repoint Quay Wall

Factors which Constitute Potential Interruptions to Unit Operations

Potential Interruptoinis to Unit Operations

Quality Control

In-Progress Submittals

Final Government Inspection

Close-Out Submittals

Demobilization

As-Built Drawings

Bulkheads - North Quay Wall, Fence Replacement

Bulkheads - North Quay Wall, Dumpster Pad Repairs

Bulkheads - South Quay Wall, Sinkhole Repairs

Wave Screen/Float Dock, Cleat Replacement

Rip-Rap, Revetment Restoration

Rip-Rap, Fence Replacement

Bulkheads - North Quay Wall, East Closure Wall

Wave Screen/Float Dock, Guide Pile Recoating

Wave Screen/Float Dock, Intall Zinc Anode

Wave Screen/Float Dock, Install HDPE Pile Sleeves (Bid Option 2)

-$ 0%

Rip-Rap, West Parking Area Paving Repairs -$

Estimated Cost Percentage of Total

Contract Cost

SECTION 01 33 00 Page 1 / 12

SECTION 01 33 00

SUBMITTAL PROCEDURES

1.1 SUMMARY

1.1.1 Submittal Information

The KO may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

1.1.2 Submission of Submittals

Schedule and provide submittals requiring Government approval before acquiring the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Safety Data Sheets (SDS) and in compliance with existing laws and regulations.

1.2 DEFINITIONS

1.2.1 Submittal

Shop drawings, product data, samples, and administrative submittals 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."

1.2.2 Types of Submittals

All submittals are classified as indicated in paragraph "Submittal Descriptions (SD)". Submittals also are grouped as follows:

a. Shop drawings: As used in this section, drawings, schedules, diagrams, and other data prepared specifically for this contract, by contractor or through contractor by way of subcontractor, manufacturer, supplier, distributor, or other lower tier contractor, to illustrate portion 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 portion of work, illustrating portion of work or establishing standards for evaluating appearance of finished work or both.

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

1.2.3 Submittal Descriptions (SD)

Submittal requirements are specified in the technical sections. Examples and descriptions of submittals identified by the Submittal Description (SD) numbers and titles follow:

SD-01 Preconstruction Submittals

The following shall be submitted within 10 calendar days of contract award unless specified elsewhere in the specifications:

Certificates Of Insurance Surety Bonds

The following Division 01 preconstruction submittals are required prior to mobilization or commencing on site work:

Construction Progress Schedule List Of Proposed Subcontractors Submittal Register Schedule of Values Accident Prevention Plan Health and Safety Plan Work Plan Contractor Quality Control (CQC) Plan Environmental Protection Plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work. Work must not begin until shop drawings have been approved.

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 or equipment for some portion of the work, but not prepared exclusively for this contract.

On product cut sheets, include model, part number, size, and other pertinent characteristics.

SECTION 01 33 00 Page 3 / 12

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

SD-04 Samples

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

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 ensuring 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.

SD-05 Design Data

Calculations, mix designs, analyses or other data pertaining to a part of 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.

SD-07 Certificates

Statements 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 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.

SD-08 Manufacturer's Instructions

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

SECTION 01 33 00 Page 4 / 12

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism. Special requirements necessary to properly close out a construction contract. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.2.4 Approving Authority

Person authorized to approve submittal.

1.2.5 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

1.3 SUBMITTALS

Government approval is required for submittals in accordance with this section. Submit the following in accordance with the requirements of this section.

1.3.1 SD-01 Preconstruction Submittals

Submittal register

Approval of the above submittal is required prior to mobilization or commencing on site work

1.4 USE OF SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. Do not change data in columns (a), (b), (c), and (d) as delivered by government.

1.4.1 Submittal Register Updates

Prepare and submit monthly updates of submittal register or at COR’s discretion.

1.4.2 Submittal Register

Submit submittal register. Verify that all submittals required for project are listed and add missing submittals. Complete the following on the register:

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

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

SECTION 01 33 00 Page 5 / 12

1.5 PROCEDURES FOR SUBMITTALS

1.5.1 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.

1.5.2 Constraints

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

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

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

c. When acceptability of a submittal is dependent on conditions, items, or materials included in separate subsequent submittals, 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.

1.5.3 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 resubmittal 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.

1.5.4 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.

1.5.4.1 Proposing Variations

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

SECTION 01 33 00 Page 6 / 12

1.5.4.2 Warranting That Variation Are Compatible

When delivering a variation for approval, contractor warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work, and deliver the same service life and performance.

1.5.4.3 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.

1.5.5 Contractor's Responsibilities

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

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

c. Advise contracting officer of variation, as required by paragraph entitled "Variations."

d. Correct and resubmit submittal as directed by approving authority.

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

e. Furnish additional copies of submittal when requested by contracting officer, to a limit of 4 copies per submittal.

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 submittal.

1.5.6 Government Responsibilities

a. Note date on which…