Section_J_-_Att_No__002_SOW.pdf

Scope of Work

Replace Hyde Street Pier Front Gate and Fence

San Francisco Maritime National Historical Park, California

Table of Contents

1.0 General Information

2.0 General Requirements

3.0 Submittals

4.0 Accident Prevention

5.0 Quality Control

6.0 Work Specifications

7.0 Inspection/Acceptance

8.0 Contracting Officers Authority

9.0 Images/Drawing

RFQ 140P8622Q0019

Section J - Att No. 002

Replace HSP Front Gate and Fence

1.0 General Information

1.1 Description: The work specified herein includes removing the existing gate and fence, and designing, building, and installing a new fence across the entrance the of Hyde

Street Pier. The new fence will be 8’ in height with two gates. One 12-foot-wide swinging gate across the Hyde Street Pier vehicle entrance, and the other a 7-foot-wide double gate with panic bars at the pedestrian entrance. Hyde Street Pier is part of the

San Francisco Maritime National Historical Park (SAFR), which is a unit of the National

Park Service.

A. At a minimum this project will include:

i. Securing the required construction permits for this work from the Port of San

Francisco Permits Dept.

1. https://sfport.com/permit-services

ii. Demolishing and disposing of the existing gate and fence.

1. Includes removing footing below grade, backfilling, and patching asphalt to conceal the removed fence and gate location.

iii. Designing, building, and installing a gate and fence to the standards listed in the Work Specifications section. In Summary:

1. The fence: Approximately 40 linear feet of 8’ high Monroe style iron fencing.

2. Two gates:

a. 12’ wide x 8’ high Monroe style swinging gate.

b. 7’ wide x 8’ high Monroe style double swinging gate.

3. Pouring concrete footings robust enough keep the gates and fence plumb for the life of the system.

1.2 Location: Hyde Street Pier is located at 2905 Hyde Street, San Francisco, California, 94109. Under normal conditions Hyde Street Pier is open to the public seven days a week from 9:30 AM to 5:00 PM

1.3 Contractors Use of Premises:

A. Inspections and work performed by the Contractor shall be during the hours of

7:00 AM - 4:00 PM Monday through Friday excluding Federal holidays. Following the notice to proceed, the contractor shall communicate with the Contracting

Officer Representative (COR) to schedule any site visits necessary to proceed with work.

B. Contractor shall always conduct operations to ensure the least inconvenience to the public, and staff. No closures of sidewalks or parking spaces will be permitted without the specific approval of the Contracting Officer.

C. Work site shall be kept clean and free of debris and secure at the end of each workday

1.4 Field Verification:

A. The contractor will verify building dimensions, conditions, and location prior to submitting estimates, and work schedules.

1.5 Construction Materials:

A. All materials shall be Contractor furnished from outside the park.

B. Temporary storage of materials at the worksite will be allowed but must be kept in a designated area and stored in an orderly fashion. The Government will not be held responsible for any lost, damaged, or stolen equipment.

C. The Contractor shall remove and dispose of any debris from the worksite daily.

D. The Contractor will ensure that any materials brought to the worksite are used in accordance with manufacturer’s instructions.

2.0 General Requirements:

2.1 The Contractor or Subcontractors must possess valid California Contractors Licenses for the work they perform.

2.2 Data and information furnished or referred to herein is for the Contractor’s information.

The Government shall not be responsible for any interpretation of, or conclusions drawn from the data or information by the Contractor.

2.3 The contractor shall hold and save the Government, it’s officers and agents, free and harmless from liability of any nature occasioned by the Contractor’s performance.

2.4 The Contractor shall immediately notify the Contracting Officer of any ambiguities, inconsistencies and errors discovered in this specification or between contracting documents and existing conditions.

2.5 Work will not begin, nor will timelines be set prior to the preconstruction conference.

2.6 Preconstruction Conference:

A. Before the start of construction, the Contracting Officer will arrange an on-site meeting with Contractor and Contracting Officers Representative (COR). All required forms for submittals and project execution will be provided at this meeting. The meeting agenda will include the following as a minimum:

i. Correspondence procedures

ii. Designation of responsible personnel

iii. Labor standards provisions

iv. Payroll reports

v. Changes

vi. Payments to Contractor

vii. Subcontractors

viii. National Park Service regulations

ix. Accident prevention program (including name of responsible supervisor)

x. Accident reporting

xi. Documents required under the contract

xii. Park rules and regulations

xiii. Safety program (compliance with the "Accident Prevention" section of this document)

xiv. Tentative construction schedule

xv. Submittal of shop drawings, project data, samples, and approved equals

xvi. Project closeout requirements

2.7 Progress Meetings:

A. The Contracting Officer and COR will work with Contractor to schedule meetings as necessary on a regular timeline with the Contractor and Subcontractors.

B. Subcontractors will not be allowed to work until they have attended a meeting.

C. Additional meetings will be held as needed or for new Subcontractors.

D. The meeting agenda will include the following as a minimum:

i. Approval of minutes of previous meetings

ii. Review of work progress

iii. Field observations, problems, and decisions

iv. Identification of problems which impede planned progress

v. Review of submittals schedule and status of submittals

vi. Review of off-site fabrication and delivery schedules

vii. Status of project record drawings (monthly)

viii. Status of operation and maintenance data manuals (monthly)

ix. Maintenance of progress schedule

x. Corrective measures to regain projected schedules

xi. Planned progress during succeeding work period

xii. Coordination of projected progress

xiii. Maintenance of quality and work standards

xiv. Effect of proposed changes on progress schedule and coordination

xv. Other business relating to work

3.0 Submittals:

3.1 Description:

A. The work of this section consists of submittal requirements before and during construction.

B. Form CM-16 will be used for all transmittals.

3.2 Submittal and Approval Procedures:

A. As specified in the individual sections, the following shall be provided to the

National Park Service Contracting Officer and Contracting Officer’s

Representative prior to receiving a Notice to Proceed but no later than four weeks after contract award.

i. Work Plan: A step by step plan for the work outlined in the “Work

Specification” section of this document.

ii. Shop Drawings: Drawings of the new fence, gat, and piers.

iii. Accident Prevention Plan. This plan will address the health and safety of

Contractors workers, NPS staff and the public concerning the work on site.

The Contractor must ensure that the procedures, methods, and materials used in this project are compliant with OSHA standards and best practices for employee and site safety.

B. Contracting Officer reserves the right to require submittals in addition to those called in individual sections.

C. Approved Equals:

i. For each item proposed as an “approved equal,” submit supporting data including:

1. Technical Data sheets on all preparation and painting products.

2. Comparison of the characteristics of the proposed item with that specified.

ii. A request for approval constitutes a representation that the Contractor:

1. Has investigated the proposed item and determined that it is equal or superior in all respects to the specified product it is replacing.

2. Will provide the same warranties for the proposed item as for the item specified.

3. Has determined that the proposed item is compatible with interfacing items.

4. Will coordinate the installation of an approved item and make all changes required in other elements of the work because of the substitution.

5. Waives all claims for additional expenses that may be incurred as a result of the substitution.

D. Coordinate all submittals and review them for legibility, accuracy, completeness, and compliance with contract requirements. Forward submittals that are related to or affect one another as a package to facilitate coordinated review. Each transmittal shall contain only data specific to that individual submittal.

3.3 Submittal Identification:

A. Identification shall include the park name-package number, project title, contract number, and transmittal number.

B. Identification information on samples shall be applied to the most readily visible area on the sample or on tags attached to sample.

3.4 Submittal Numbering:

A. Number each submittal consecutively.

B. For re-submittals use the original submittal number, plus a letter suffix beginning with A.

C. Additional re-submittals of the same item shall contain the original number with the next consecutive letter.

3.5 Contracting Officer’s Review:

A. Submittals will be returned disapproved without technical review if identification information is missing, not filled in, or if placed on the back of the submittal; an incorrect number or format of submittals is provided; the transmittal form is incorrectly filled out; submittals are not coordinated; or submittals do not show evidence of Contractor’s approval.

B. Any work done or orders for materials or services placed before approval shall be at the Contractor’s own risk.

C. After reviewing submittal, the Contracting Officer will return one copy of form

DSC-1 (CS) and one copy of applicable (marked up) submittal sheets to the

Contractor. Shop drawing review notations will be returned on the reproducible original shop drawing. All other submitted items will be retained. The Contractor is responsible for producing additional copies for his/her own use.

D. The returned submittal will be marked in one of three ways as defined below:

i. APPROVED: Acceptable with no corrections.

ii. APPROVED WITH NOTATIONS: Minor corrections or clarifications required. All comments are clear, and no further review is required. The

Contractor shall address all review comments when proceeding with the work.

iii. DISAPPROVED - RESUBMIT: Rejected as not in accordance with the contract or as requiring major corrections or clarifications. The Contracting

Officer will identify the reasons for disapproval. The Contractor shall revise and resubmit with changes clearly identified.

4.0 Accident Prevention

4.1 Description:

A. The work of this section consists of establishing an effective accident prevention plan and providing a safe environment for all personnel and visitors.

4.2 Submittals:

A. Accident Prevention Plan: Before the preconstruction conference, submit for acceptance an accident prevention plan. The COR, and SAFR’s Occupational

Health and Safety Specialist will review the proposed program for compliance with

OSHA and project requirements. If the plan requires any revisions or corrections, the Contractor shall resubmit the plan within 10 days. No progress payments will be made until the program is approved. The program shall include:

i. Name of responsible supervisor to carry out the plan.

ii. Weekly and monthly safety meetings.

iii. First aid procedures.

iv. Outline of each phase of the work, the hazards associated with each major phase, and the methods proposed to ensure property protection and safety of the public, National Park Service personnel, and Contractor's employees.

Identify the work included under each phase.

v. Include possible environmental hazards and mitigations with each phase of work performed.

vi. Applicable training, both initial and continuing.

vii. Planning for possible emergency situations, such as floods, fires, slides, power outages, and wind and rainstorms. Such planning shall take into consideration the nature of the project, site conditions, and degree of exposure. Consult COR if needed.

viii. Plan must include protocols to follow Federal, State and local guidelines and orders as is relates to the Covid-19 pandemic. At a minimum, the plan should contain measures on proper sanitation and hygiene, social distancing protocol, and actions taken to protect employees, vulnerable populations, and the community at large as it pertains specifically to the contracted scope of work.

B. Certificates: Provide certificates from a mechanic that all mechanical equipment to be used (if applicable) has been inspected and meets OSHA requirements.

C. Submit a report of safety meetings and safety inspections.

D. Upon request, submit proof of employees' qualifications to perform assigned duties in a safe manner.

4.3 Quality Assurance:

A. In case of conflicts between Federal, state, and local safety and health requirements, the most stringent shall apply. Equipment or tools not meeting

OSHA requirements will not be allowed on the project site. Failure to comply with the requirements of this section and related sections may result in suspension of work.

B. Qualifications of Employees:

i. Ensure that employees are physically qualified to perform their assigned duties in a safe manner.

ii. Do not allow employees to work whose ability or alertness is impaired because of drugs, fatigue, illness, intoxication, or other conditions that may expose themselves or others to injury.

iii. Operators of vehicles, mobile equipment shall be able to understand signs, signals, and operating instructions, and be capable of operating and setting up such equipment. Provide operating instructions for all equipment. Newly hired operators shall be individually tested by an experienced operator or supervisor to determine if they are capable of safely operating equipment.

4.4 Accident Reporting:

A. Reportable Accidents: A reportable accident is defined as death, occupational disease, traumatic injury to employees or the public, property damage and fires.

Notify Contracting Officer’s Representative immediately in the event of a reportable accident. Within 7 days of a reportable accident, fill out and forward to

Contracting Officer an Accident/Property Damage Report (Form CM-22). Form may be obtained from the Contracting Officer and COR.

B. In the event of an emergency DIAL 9-1-1. The Contractor shall contact US Park

Police Emergency dispatch immediately (1-415-561-5656) and the Contracting

Officer and COR as soon as possible. Outside of an emergency, any hazardous or unsafe conditions shall be reported to the COR as soon as possible. All hazardous or unsafe conditions shall be red tagged immediately to ensure a safe environment for all staff and visitors. A follow up report to the Contracting Officer shall be made within 24 hours.

4.5 First Aid Facilities:

A. Provide adequate facilities for the number of employees and the type of construction at the site.

4.6 Emergency Instructions:

A. Post telephone numbers and reporting instructions for ambulance, physician, hospital, fire department, and police in conspicuous locations at the work site.

4.7 Egress:

A. Always provide and maintain adequate egress in accordance with the Life Safety

Code (NFPA 101). No corridor, aisle, stairway, door, or exit shall be obstructed or used in a manner that interferes with egress. Main sidewalks must not be blocked off to the public.

4.8 Protective Equipment:

A. Inspect personal protective equipment daily and maintain in a serviceable condition. Clean, sanitize, and repair, as appropriate, personal items before issuing them to another individual.

B. Inspect and maintain other protective equipment and devices before use and on a periodic basis to ensure safe operation.

4.9 Safety Meetings:

A. A monthly Safety Meeting must be scheduled with the project COR. These meetings shall be used to review the effectiveness of the Contractor's safety effort, to resolve current health and safety problems, to provide a forum for planning safe construction activities, and for updating the accident prevention program.

4.10 Training:

A. First Aid: Provide adequate training to ensure prompt and efficient first aid.

B. Hazardous Material: Train and instruct each employee exposed to hazardous material in safe and approved methods of handling and storage. Hazardous materials are defined as explosive, flammable, poisonous, corrosive, oxidizing, irritating, or otherwise harmful substances that could cause death or injury. In this case the potential hazard is lead based paint.

5.0 Quality Control

5.1 General: The quality of all work shall be the responsibility of the Contractor. Inspect and test all work often enough to ensure that the quality of materials, workmanship, construction, finish, and functional performance complies with applicable specifications and drawings.

5.2 Quality Control Staff: The Contractor's job supervisory staff may be used for quality control, supplemented as necessary by additional technicians. The Contractor's designated Quality Control Supervisor shall be employed full time at the project site whenever contract work is in progress.

5.3 On-Site Control:

A. Preparatory: Perform before beginning each feature of work.

i. Review control submittal requirements with personnel directly responsible for the quality control work.

ii. Ensure that provisions have been made for field control testing.

iii. Examine the work area to ensure that all preliminary work has been completed.

iv. Verify all field dimensions and advise the Contracting Officer of discrepancies.

v. Ensure that necessary equipment and materials are at the project site and that they comply with approved products and submittals.

B. Initial: As soon as work begins, inspect and test a representative portion of a particular feature of work for quality of workmanship. Review control testing procedures to ensure compliance with contract requirements.

C. Follow-Up: Inspect and test as work progresses to ensure compliance with contract requirements until completion of work.

5.4 Documentation:

A. Maintain Daily Quality Control log of quality control activities and tests on Contractors QC daily report and submit weekly to COR. Form will be supplied at pre-construction meeting.

5.5 Enforcement:

A. The Contractor shall stop work on any item or feature pending satisfactory correction of any deficiency noted by the quality control staff or the Contracting

Officer. Construction shall not proceed on any feature of work containing uncorrected work.

6.0 Work Specifications:

6.1 Summary: Remove and replace the existing gate and fence with a new fence 8’ in height with two gates. One 12-foot-wide swinging gate across the Hyde Street Pier vehicle entrance, and the other a 7-foot-wide double gate with panic bars at the pedestrian entrance. See Section 9 for the new fence and gate location. Details of each task are sequenced and outlined in EXECUTION.

6.2 Submittals:

A. Manufacturer’s Data: Submit to COR, Technical Data Sheets for all products to be used. An “approved equal” will be reviewed. See “Products” below for a list of products that need to me submitted to the COR.

B. Shop drawing of the proposed fence and gate.

C. Copies of all the documents sent to the Port of San Francisco permit office.

D. Submit all information using guidelines specified in Section 3.0

6.3 Quality Assurance:

A. Project inspection: All phases of the project shall be inspected (and approved) by the COR and as required by the permit a Port of San Francisco inspector.

B. All work on this project must comply with Port of San Francisco and California

Building Codes.

C. Manufactures installation instructions and methods of us must be followed.

D. Qualifications of door, gate, and activating device installer: Use only qualified journeyman installers for the demolition of the old gate and installation of the new one. Contractor must possess a valid C-16/D-28 contractor’s license from the

State of California.

E. Qualifications of Metal Fabricator: Use only qualified journeyman metal fabricators to make fence and gate. Contractor will possess a valid C-23 contractor’s license from the State of California.

F. Qualifications of Concrete Cribber / Finisher. Use only qualified journeyman

Cribbers and finishers for all concrete related work. Contractor will possess a valid

C-8 contractor’s license.

G. Warranty: The contractor and subcontracts work shall have at a minimum a one-year warranty on parts, material, and labor. Damage to equipment or materials caused by negligence, vandalism, misuse, is not covered

6.4 Project Conditions:

A. The location in this contract is subject to extreme fog and wind conditions for much of the year. The Contractor shall schedule the work such that it occurs only when conditions at the individual project sites satisfy the requirements listed in the technical data sheets of the products submitted for use.

B. The pier will remain open to the public during construction activities. The

Contractor must minimize their impact on employee and visitor access to the buildings and the pier.

C. Do not allow fire hazards to occur on the project sites; remove from the area daily all oily rags, waste, and other combustibles not in covered metal containers.

PRODUCTS

6.5 Products: These are the major components of the gate and fence, but this is by no means meant to represent a comprehensive list of all the products needed to complete this project.

A. Gate and Fence: see Section 9 for Monroe Panel Specifications.

i. The suggested vendor for this material is Bailey Fence Company.

www.baileyfenceco.com POC: Phil Damians 510 783-2980

6.6 Products Use and Material Quality:

A. All products and material will be installed following manufacturer’s use and installation instructions.

B. Provide the best quality grade of the various types of materials as regularly manufactured by approved materials manufacturers. Materials not displaying the manufacturer’s identification as a standard, best-grade product will not be accepted.

EXECUTION

6.7 Pre-Construction:

RFQ 140P8622Q0019

http://www.baileyfenceco.com/

A. Conduct a site visit with the COR to field verify dimensions and location for fence and gates and to clarify any outstanding questions.

B. Investigate substrate to determine pier requirements for gate, and fence posts.

C. Submit gate and fence design, product specifications, soil report and recommendations, and an installation timeline to Contracting Office and COR for park level approval.

i. All information must be transmitted using the submittal process outlined in section 3.0

D. Apply for permits from the Port of San Francisco.

E. Fence or barricade the immediate work area to protect the public and existing facilities.

F. Fences and barriers shall be structurally adequate and neat in appearance.

G. Completely remove barriers no longer needed when approved by Contracting

Officer.

6.1 Construction: The order of operations can be changed to suit project needs.

Note: All San Francisco Port Authority inspections relating to this work will be scheduled by the Contractor. The COR must also be present at all permit related inspections.

A. Prepare Substrate for piers following soil report recommendations.

B. Pour footings.

C. Demolish and dispose of existing gate in accordance with local laws.

i. Remove abandoned footings, backfill, compact, and patch asphalt to conceal removed fence and gate.

D. Fabricate and Install fence and gate:

i. Fence: Monroe style panels 8’ in height when installed. See Section 9 for panel installation locations.

1. The section of the fence running from the eastern edge of the property line to the 12’ gate must be installed in such a way that it can be unbolted and removed to allow the passage of objects wider than 12’ feet.

ii. Gates: 8 feet tall and swing open in a northerly direction on to the pier.

1. When open there must be 12’ of space to pass through.

2. Have a locking mechanism to secure it in the open and closed position that accepts Best brand key cores.

E. Gate Demonstration:

i. Via the COR schedule a gate demonstration with the relevant staff. The demonstration must include:

1. Opening and closing gates.

2. Disassembling the section between the east end and the 12’ swinging gate.

3. Preventative maintenance services.

7.0 Project Closeout

7.1 Description:

A. The work of this section consists of final cleanup, closeout submittals, and final inspection procedures.

7.2 Completion Report. This report must include:

A. Product information including instructions, warranties, and technical data sheets.

B. Any shop drawings produced in relation to this project.

C. The results of any tests completed.

D. Copies of permits, completed inspections etc.

E. Contact information for the Contractor, Subcontractors, and product suppliers.

7.3 Cleaning:

A. Before scheduling the final inspection, remove all tools, equipment, surplus materials, and pick up all construction debris from the site. At time of final inspection, project shall be thoroughly clean and ready for use.

7.4 Substantial Completion and Final Inspection

A. When the project, or a designated portion of the project, is substantially complete, request in writing a final inspection. Upon receipt of written request stating the project is substantially complete, the Contracting Officers Representative will proceed with inspection within 10 days of receipt of request or will advise the

Contractor of items that prevent the project from being designated as substantially complete.

B. If, following final inspection, the work is determined to be substantially incomplete, Contracting Officer’s Representative will prepare a list of deficiencies to be corrected before final acceptance and issue a Letter of Substantial Completion.

Contractor shall complete the work described on the list of deficiencies within 30 calendar days, as weather permits

8.0 Contracting Officers Authority

8.1 The Contracting Officer is the only person with the authority to act as an agent of the

Government under this contract. Only the contracting officer has authority to:

A. Direct or negotiate any changes in the Statement of Work or specifications

B. Modify or extend the period of performance

C. Change the delivery schedule

D. Change any terms and conditions of this contract

9.0 Image/Drawings

FIGURES 1& 2: EXISTING FENCE AND GATES

FIGURES 3 & 4 NEW FENCE LAYOUT ( NOT TO SCALE)

FIGURE 5 - 10 FENCE MATERIAL SPECULATIONS