Section_J_-__Att_No__002_SOW.pdf

Scope of Work

Purchase and Install Trash Cans

San Francisco Maritime National Historical Park (SAFR)

San Francisco, California

Table of Contents

1.0 General Information

2.0 General Requirements

3.0 Submittals

4.0 Safety

5.0 Quality Control

6.0 Trash Can Specifications

7.0 Installation Specifications

8.0 Inspection/Acceptance

9.0 Contracting Officers Authority

10.0 Images/Drawing

RFQ 140P8621Q0056

Section J - Att No. 002

Install Trash Cans, San Francisco Maritime NHP

1.0 General Information

1.1 Description: The contractor shall provide all necessary personnel, equipment, tools, materials, training, supervision and other items necessary to install a total of 53 trash cans in Aquatic Park.

A. The trash cans to be installed include:

i. Four double-opening trash cans (see 6.0)

ii. 49 single-opening trash cans (see 6.0)

B. Trash cans shall be installed (see attached map for further location description):

i. Four trash cans shall be affixed to the bleacher structure using provided fastening hardware. This hardware shall be repainted by contractor. Paint shall be supplied by SAFR.

ii. 14 trash cans shall be anchored to concrete pads formed and poured by the contractor.

iii. 35 trash cans shall be anchored to existing surfaces.

1.2 Aquatic Park Location:

Aquatic Park is located at the terminus of Fishermen’s Wharf in San Francisco, CA.

The park boundaries include the Aquatic Park Cove, Van Ness Avenue, Beach

Street, Hyde Street and Jefferson Street.

1.3 Contractors Use of Premises:

A. Inspections and work performed by contractor shall be during the business hours of 7:00 am-4:30pm 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, staff and occupants. No closures of sidewalks or parking spaces will be permitted without specific approval of Contracting Officer.

C. Preservation of Historic Structures: Work at this site shall meet The Secretary of the Interior’s Standards for the Treatment of Historic Properties and shall be performed using the gentlest methods possible to remove and replace materials so as to retain the integrity of the Historic fabric of the property.

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

1.4 Field Verification:

A. Contractor shall field verify all materails used in installing the trash cans, including anchor hardware and concrete mixture.

B. It is highly recommended the contractor verify all relative dimensions, conditions, and location prior to submitting estimates, and work schedules.

1.5 Construction Materials:

A. The Government will furnish non-potable water on site.

B. The Contractor will furnish all trash can receptacles.

C. The Government will supply fastening devices (not concrete anchors/j-bolts/hardware) for the four trash cans affixed to the Bleacher structure.

D. Coatings to repaint the fastener devices will also be provided by the Government.

E. Additional masonry/pavers will be supplied by the Government as needed.

F. Except as noted above all equipment, supplies and materials needed to execute this contract will be furnished and provided by contractor – from outside SAFR.

G. The contractor shall furnish and provide concrete used in this work in accordance with attached specification.

H. Temporary storage of materials at the worksite is authorized outside of

Government facilities in a contractor-owned/leased container/area designated by the Government. The contractor shall be responsible for securing container/area.

The government shall not be liable for theft, damage or vandalism that occurs to the contractors storage container/area or the belongings contained therein. Care must be taken to protect the historic fabric that is adjacent to all work sites including, facilities, structures, site furnishings and grounds/landscape. Any damage to the historic fabric will be repaired/replaced in-kind and at the

Contractor’s expense.

I. The contractor shall remove and dispose any debris from the worksite daily and at own expense.

J. Contractor shall remove and dispose of any waste generated from work at own expense.

K. 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 performing this work must possess a valid California B (Building) or C-27

(Landscaping) Contractor’s License.

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 conclusion 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 Pre-work Meeting:

A. Before start of work

B. , Contracting Officer will arrange an on-site meeting with Contractor and

Contracting Officers Representative. 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. Changes

v. Payments to Contractor

vi. National Park Service regulations

vii. Accident reporting

viii. Documents required under the contract

ix. Park rules and regulations

x. Safety program

xi. Tentative work schedule

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

xiii. 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.

B. Additional meetings will be held as needed.

C. 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 the work.

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. Workflow Plan: A step by step plan for work related operations and how these will be organized and proceed.

ii. Samples: Cut sheets and/or product sheets of each material/supply the contractor shall use for this work.

iii. Safety Plan. This plan will address the health and safety of contractor 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. This plan must include site specific mitigations, such as containing potentially airborne materials or products, and safety signage in order to keep staff and visitors safe during and after project hours. Plan must contain mitigations and safe practices to be used in response to the Covid-19 pandemic. Plan must be submitted to park COR before any work is performed on the site.

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 Contractor:

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

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. Form will be provided at preconstruction meeting.

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 Safety

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. Safety plan: Before on-site work begins, submit for approval an work safety plan.

The Contracting Officer and Contracting Officer’s Representative 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. Specifically identify the methods of protecting workers and visitors from exposure to lead paint hazard.

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, 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 evidence of Contractor workers have knowledge of OSHA standards of working with Lead in Construction procedures.

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

E. 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 sites. 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. Provide and maintain adequate egress at all times 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. Sidewalks and paths must not be blocked off entirely to the public (and must allow for adequate shared use).

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 is in compliance 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. Work shall not proceed on any feature of work containing uncorrected work.

6.0 Trash Can Specifications:

50 units shall have one opening and 4 units shall have two openings. Both unit types

(single-opening and double-opening) must be of the same model/series type to have matched appearance.

Standard Features Must Include:

- 40-gallon trash capacity (Single opening only)

- 80-gallon trash capacity (Double opening only)

- Animal resistant (must be rodent resistant)

- Rugged and Low Maintenance

- Black in color

- Enclosure (including housing and doors) will be are fabricated of rust-resistant 12-and 14-gauge galvanized steel

- All hardware (including hinges, handles and striker plates) shall be made of stainless steel or zinc plated steel

- Self-closing trash opening/chute door(s) that open by hand and by hands-free foot pedal

- The loading door can also be open in a conventional manner by simply pulling down on the door handle or operated by a hands-free foot pedal

- Unit and finish will be resistant to harsh salt-air environment, salt spray, humidity, fog, ultraviolet light, abrasion, and chemicals.

- Fastened parts will be affixed with welds and 3/16” rivets or better

- ADA compliant

- Resistant to vandalism

- Powder coated finish

- Locking hasps for pad-style locks

- Hard plastic liner

- Single opening unit dimensions shall not exceed: 23” wide x 26” long x 53” high

- Double opening unit dimensions shall not exceed 36” wide x 26” long x 53” high

Special Features: Units shall be ergonomically designed for maintenance personnel.

Receptacles shall feature a convenient side service door, allowing one to bring contents closer in proximity to the body, not forcing an individual to lift the liner up and out of the container.

7.0 Trash Can Deinstallation and Installation Specifications:

GENERAL

7.1 Summary: This scope of work includes varied tasks depending on application (single-opening units vs. double-opening units). Removal and disposal of visitor garbage/trash contained in the trash can at time of removal (trash must not be left in unit to decompose - contractor may dispose of this item in the government’s designated dumpster); remove trash can and take out of service; relocate old trash can to park warehouse in San Leandro (and/or temporary approved contractor use location within park); remove old anchors; fill concrete holes with concrete filler;

remove and dispose of old concrete pad; remove masonry as needed and set aside;

form, set steel reinforcement (and j-bolts if chosen by contractor) and pour new concrete pad (see specifications for pad size and concrete mix); reinstall masonry

(cut/chisel and set level, and pattern of adjacent masonry); install new sleeve anchors after concrete has cured properly (if this anchor type chosen by contractor); If trash can is to be installed in a new location - with existing location deleted -masonry/pavers will be installed level and in the place of deleted location; remove fastener devices/hardware (trash receptacles on bleacher only); de-install fastener devices/hardware from trash receptacle; prep fastener devices/hardware including treating with metal etching/rust converter); paint fastener devices/hardware with 2 coats of paint; reinstall fastener devices/hardware; reattach/install new trash receptacle.

7.2 Submittals

A. Manufacturer’s Data: Submit to COR, Technical Data Sheets for all products to be used. These must be provided during the solicitation period concurrently with the contractor’s proposal.

B. Trash receptacles: Manufacturer’s product details must be provided reflecting the specification requirements listed above.

C. Concrete reinforcement: Contractor shall select premium reinforcing steel to strengthen concrete.

D. Concrete sleeve anchors/j-bolts + hardware: Contractor shall select a premium brand/type that must be approved by COR.

E. Sealants, caulks, and concrete filler products: Provide Technical Data Sheets on these products for approval.

F. Submit all information using guidelines specified in Section 3.0

7.3 Quality Assurance

G. Qualifications of staff: Use only qualified journeyman staff. Contractor will possess a valid B or C-27 license from the State of California.

H. Qualifications of Concrete Finisher: Use only qualified journeyman concrete finishers for the surface preparation, mixing, and application of concrete flatwork.

I. Qualifications of Mason: Use only qualified and experienced staff who can perform the work of journeyman level masonry flatwork.

J. Project inspection: Each garbage receptacle location will be confirmed via in-person walkthrough with contractor before work begins. Locations of demo and excavation, concrete forms, finished concrete, shall be inspected by the COR prior to the next phase of the work commencing.

K. Manufactures application instructions for methods and concrete curing times must be followed before form removal and concrete anchors installation.

7.4 Project Conditions

L. The use of burning tools or any other source of flame is strictly prohibited.

M. The concrete construction location in this contract is subject to extreme fog and wind conditions for much of the year. The contractor shall schedule the work only when conditions at the individual project sites satisfy the requirements of this section.

N. Apply finish material when the temperature of surfaces to be painted and the surrounding air temperatures are between 50- and 90-degrees F, unless otherwise permitted by the paint manufacturer's printed instructions. Apply finishes only when air is free of dust that would speck the finish.

O. Do not pour/finish concrete or apply exterior materials in damp, rainy weather, or when the relative humidity exceeds 85 percent. Do not apply paint on damp or wet surfaces, or on surfaces in direct sunlight.

P. 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 and maintain and monitor heaters safely.

Q. Vehicles no larger than a standard full size pick-up truck will be allowed on internal park paths (see attached map). Larger trucks (no heavier than a 18,000

GVWR trucks) are allowed on Promenade within Aquatic Park boundaries.

R. Heavy equipment (including skid-steers and forklifts are not allowed on Bleacher structures.

PRODUCTS

7.5 Products: Material Quality

S. Contractor will supply the best quality grade concrete, concrete reinforcement, concrete filler, concrete anchor materials as regularly manufactured by approved materials manufacturers. Materials not displaying the manufacturer’s identification as a standard, best-grade product will not be acceptable.

EXECUTION

7.6 Tasks Sequences and Construction/Installation Details

All work shall be performed keeping 80% of trash receptacles in use for the public as work progresses. An every-other receptacle replacement method, or other method agreed upon by COR and contractor may be used. If different method desired by contractor, this must be approved by COR. No more than 10 existing garbage receptacles shall be placed out of service at one time.

A. Four trash cans located on East and Central Bleacher structures – use care to avoid scrapping concrete steps/landings of Bleachers. Different work performance steps/path may be possible but must be agreed upon by COR and contractor.

i. Remove existing trash can from fastener device/hardware and relocate to Park

Warehouse (San Leandro, CA - 37 miles away from park); or first to area within park approved for contractor use, and is secured by contractor (not Government) and then transport to Park Warehouse.

ii. Fastener devices/hardware shall be removed from Bleacher railing and existing trash receptacle.

iii. Fastener devices/hardware shall be prepared (including rusted metal treatment), primed and painted. Fastener devices must fully dry before next step.

iv. Perforations shall be made in new trash receptacles to accommodate fastener devices/hardware. Care and accuracy must be used to make only two perforations per receptacle and keeping the receptacle installed level and plumb.

v. Install plastic feet.

vi. Secure fastener devices/hardware to trash receptacle and Bleacher railing.

vii. Install trash can level and plumb. Finished height should be as low as possible and not exceed 54”, unless otherwise impossible. Install trash bag into plastic liner.

B. 14 trash cans shall be anchored to concrete pads formed and poured by the contractor – various locations**. Different work performance steps/path may be possible but must be agreed upon by COR and contractor. If different method desired by contractor, this must be approved by COR.

i. **For new locations (see attached map): The following steps shall steps shall be performed relatively, after concrete pad has been installed.

ii. Remove existing trash can from fastener device/hardware and relocate to Park

Warehouse (San Leandro, CA - 37 miles away from park); or first to area within park approved for contractor use, and is secured by contractor (not Government) and then transport to Park Warehouse.

iii. Demolish pad, remove and disposed of all waste material.

iv. Remove necessary masonry/pavers/asphalt to build concrete forms in place for new concrete pad. Set pavers aside for reuse. Dispose of demolished asphalt.

v. Excavate 3” below reference bottom of new concrete pad. Remove and dispose of material.

vi. Level bottom of excavation. Compact bottom of excavation 90%.

vii. Fill, spread and level 3” of class 2AB. Class 2AB must be compacted 90%.

viii. Build and install concrete forms (see specifications for pad sizes). Top of form must be level and as close as possible to adjacent ground levels. Where major slope occurs, care must taken to ensure the trash receptacle height does not exceed 54” from ground and is level. Extra concrete may be needed where slopes occur.

ix. Install and tie concrete steel reinforcements in line with concrete reinforcement standards for this application. Install j-bolts if not using concrete sleeve anchors.

x. Pour concrete according to industry standards. Concrete must fill entire board-formed space with no voids.

xi. Finish concrete according to industry standards. Edge concrete, rounding edges.

xii. Remove form boards after concrete has cured properly.

xiii. Re-install masonry/pavers leveled to adjacent area and orientated with pattern of adjacent masonry. Cut/chisel to fit a needed. Fill joints with sand.

xiv. If using concrete sleeve anchors, install after concrete has cured properly.

viii. Install new trash receptacle.

ix. Install trash bag into plastic liner.

C. 35 trash cans shall be anchored to existing surfaces – various locations. Different work performance steps/path may be possible but must be agreed upon by COR and contractor. If different method desired by contractor, this must be approved by COR.

i. Remove existing trash can from fastener device/hardware and relocate to

Park Warehouse (San Leandro, CA - 37 miles away from park); or first to area within park approved for contractor use, and is secured by contractor (not

Government) and then transport to Park Warehouse.

ii. Install concrete sleeve anchors.

iii. Install new trash receptacle.

iv. Install trash bag into plastic liner.

8.0 Project Closeout

8.1 Description

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

8.2 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.

8.3 Substantial Completion and Final Inspection:

A. When project, or designated portion of project, is substantially complete, request in writing a final inspection. Upon receipt of written request that project is substantially complete, the Contracting Officer’s 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 complete, 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

9.0 Contracting Officers Authority

9.1 The contracting officer is the only person with the authority to act as 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

10.0 Images/Drawings

N/A