N6449820Q0006.pdf

NAVAL SURFACE WARFARE CENTER PHILA

MARK LAGATTA

NSWC PHILADELPHIA DIVISION

1601 LANGLEY AVENUE

BLDG 542

PHILADELPHIA PA 19112

TEL: 215-897-8321 FAX:

REQUEST FOR QUOTATIONS

(THIS IS NOT AN ORDER) 1

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED RATING

N6449820Q0006 08-Apr-2020 5a. ISSUED BY

8. TO: NAME AND ADDRESS, INCLUDING ZIP CODE

IMPORTANT: This is a request for information, and quotations furnished are not offers. If you are unable to quote, please so indicate on this form and return it to the address in Block 5a. This request does not commit the Government to pay any costs incurred in the preparation of the submission of this quotation or to contract for supplies or services. Supplies are of domestic origin unless otherwise indicated by quoter. Any representations and/or certifications attached to this

Request for Quotations must be completed by the quoter.

11. SCHEDULE (Include applicable Federal, State, and local taxes)

ITEM NO.

(a)

SUPPLIES/ SERVICES

(b)

QUANTITY

(c)

UNIT

(d)

UNIT PRICE

(e) (f)

SEE SCHEDULE

AMOUNT

% No. %

NOTE: Additional provisions and representations [ ] are [ ] are not attached.

13. NAME AND ADDRESS OF QUOTER (Street, City, County, State, and ZIP Code)

14. SIGNATURE OF PERSON AUTHORIZED TO

SIGN QUOTATION

15. DATE OF

QUOTATION

16. NAME AND TITLE OF SIGNER (Type or print) (Include area code)

TELEPHONE NO.

AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 18 (REV. 6-95)

PREVIOUS EDITION NOT USABLE Prescribed by GSA FAR (48 CFR) 53.215-1(a)

THIS RFQ X[ ] IS [ ] IS NOT A SMALL BUSINESS SET-ASIDE

6. DELIVER BY (Date)

SEE SCHEDULE

AND/OR DMS REG. 1

UNDER BDSA REG. 2

4. CERT. FOR NAT. DEF.3. REQUISITION/PURCHASE

REQUEST NO.

NAVAL SURFACE WARFARE CENTER PHILA

CODE 0231, JAMES OSULLIVAN

215-897-2518, JAMES.OSULLIVAN2@NAVY.MIL

5001 SOUTH BROAD STREET

PHILADELPHIA PA 19112

9. DESTINATION (Consignee and address, including ZIP Code)

7. DELIVERY

[ ]X FOB

DESTINATION

[ ] OTHER

(See Schedule)

28-Apr-2020(Date)

PLEASE FURNISH QUOTATIONS TO THE ISSUING OFFICE IN BLOCK 5a ON OR BEFORE CLOSE OF BUSINESS:10.

2158972518JAMES T O'SULLIVAN

(Name and Telephone no.) (No collect calls)5b. FOR INFORMATION CALL:

d. CALENDAR DAYSc. 30 CALENDAR DAYSb. 20 CALENDAR DAYS12. DISCOUNT FOR PROMPT PAYMENT a. 10 CALENDAR DAYS

N6449820Q0006

Section A - Solicitation/Contract Form

CONTRACT INFORMATION

TITLE: BUILDING 29, EXTERIOR STAIRWAY REPAIRS, NAVAL SURFACE WARFARE

CENTER PHILADELPHIA DIVISION (NSWCPD), PHILADELPHIA NAVAL BUSINESS CENTER

PHILADELPHIA, PA.

NOTE: THIS ACQUISITION IS SET-ASIDE 100% FOR SMALL BUSINESS.

1. Estimated Construction Magnitude: Between $25,000 and $100,000.

2. NAICS Code: 238190 – Stairway, Metal, and Installation Contractors.

3. This acquisition will result in the award of a Firm Fixed Price Contract (Davis Bacon Wages apply).

4. Quotation Acceptance Period: 60 calendar days.

5. A Bid Bond is not required for this procurement. Payment Bond is required.

6. A site visit is not scheduled for the subject procurement.

7. All questions pertaining to the Request for Quotation shall be emailed to James O’Sullivan, at James.osullivan2@navy.mil, no later than 12:00 PM, 17 April 2020.

8. The Request for Quotation is due on or before 3:00 PM, 28 April 2020 and shall be emailed to james.osullivan2@navy.mil.

Note: It is incumbent upon the offeror to verify with the Government POC that submitted quote was received prior to the closing date and time of the requirement.

The Contractor shall complete and submit the following information in response to the RFQ:

1. Complete Standard Form 18, “REQUEST FOR QUOTATIONS” blocks 13 - 16.

2. Provide Pricing for CLIN 0001 located in Section B.

3. Complete all Representations and Certifications located in Section K.

4. Acknowledge all amendments (if applicable).

5. The contractor shall register in the System for Award Management (SAM) database in order to be eligible for award.

GOVERNMENT POINT OF CONTACTS:

PRIMARY POC IS CONTRACT SPECIALIST: JAMES O’SULLIVAN, james.osullivan2@navy.mil SECONDARY POC IS CONTRACTING OFFICER: DAVID RHOADS, david.rhoads@navy.mil

DAVIS BACON WAGE DETERMINATION:

General Decision Number: PA20200003 02/07/2020. THERE IS NO PROVISION FOR ECONOMIC PRICE

ADJUSTMENT. THE WAGE DETERMINATION WILL BE IN EFFECT AT TIME OF AWARD THROUGH

THE COMPLETION OF THE PROJECT. (Located in Section H).

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Lot Building 29 Exterior Stairway Repairs

FFP

The Contractor shall provide all labor, material, equipment, supplies, and supervision to repair exterior stairways of building 29, Naval Surface Warfare Center Philadelphia Division (NSWCPD), and complete the associated work in accordance with the Statement of Work in Section C.

FOB: Destination

PSC CD: Y1QA

NET AMT

Section C - Descriptions and Specifications

STATEMENT OF WORK

BUILDING 29 EXTERIOR STAIRWAY REPAIRS

STATEMENT OF WORK

SECTION 1: GENERAL

1.1. GENERAL DESCRIPTION: This Statement of Work (SOW) defines the technical requirements for repair of exterior stairways at Building 29 as specified in Section 2 below at the Philadelphia Naval Business Center (PNBC), Philadelphia, PA 19112. Contractor shall provide all labor, material, equipment, supplies, and supervision to complete the following work: demolish and remove three (3) exterior stairways with platforms;

refurbish one (1) exterior stairway; provide a 15-foot-tall Vertical Prefabricated Wall-Mounted Caged Ladder;

and, preserve and protect power and communication wires as required. Refer to SOW Section 2 for a detailed description of work to be performed.

1.2. SITE LOCATION: The work is located around the exterior of Building 29 having address of 4921 S. Broad St. Philadelphia, Naval Surface Warfare Center, Philadelphia Division (NSWCPD), at PNBC in Philadelphia, PA 19112. See Attachment 1 for locations. The original portion of Building 29 was built circa 1901 and is a three-story brick-facade building. Building 29 has been expanded several times since its original construction.

1.3. TIME OF COMPLETION: All work must be completed within 75 calendar days of award. The time stated for completion shall include bonding, insurance, and final clean-up of the premises, inspection, acceptance, and submittal of any contract-required documentation or reports. Contractor is required to furnish proof of any cause for delay and must request an extension of the completion date in writing through the NSWCPD Contracting Officer.

1.4. GOVERNMENT TECHNICAL POINT OF CONTACT (TPOC): The Government Quality and

Performance Assurance Representative, Mr. Neal Moran 215-897-2756 (neal.j.moran@navy.mil), is the NSWCPD TPOC. The TPOC is a representative of the NSWCPD, Code 02, Contracts Department, and provides technical and administrative assistance to NSWCPD Code 02 related to the subject contract and work.

All scheduling and coordination will be through the NSWCPD TPOC.

1.5. PAYMENT: Will be made in one lump sum after completion and acceptance of the work by the Government

Quality Assurance Representative.

1.6. GOVERNMENT FURNISHED MATERIALS AND UTILITIES: The government will furnish the following utility services at existing outlets for use as may be required for the work to be performed under this contract: electricity and water. Information concerning the location of existing outlets may be obtained from the NSWCPD TPOC. The Contractor shall provide and maintain, at its expense, the necessary service lines from existing Government outlets to the site of the work.

Utilities specified above will be furnished at no cost to the Contractor. In the event that the Government is unable to provide the required types of utilities, the Contractor shall, at its expense, arrange for the required utilities.

1.7. CONSTRUCTION MATERIALS: Unless otherwise noted, the Contractor will furnish all materials to complete the Statement of Work. The Contractor is responsible for procurement, shipping and storage of all construction material. To the extent possible, all material shall be procured in accordance with the Buy American Act of 1933, Federal Acquisition Regulation (FAR) Clauses 52.225-9 and 52.225-10.

1.8. EXECUTION OF WORK: Work shall be performed during normal duty hours. Normal duty hours are 0700 to 1600 Monday through Friday. Work shall be accomplished as directed by the NSWCPD TPOC. No work shall be performed after normal duty hours or on Government holidays unless authorized by the NSWCPD TPOC. Any work requiring temporary shutdown or disruption of electrical, mechanical, fire-protection, conveyance, piping, or security systems may be performed off normal duty hours subject to approval of the NSWCPD TPOC. All access must be closely coordinated with the NSWCPD TPOC.

1.9. CONTRACTOR’S DAILY PRODUCTION REPORT: The Contractor is required to submit a “Contractor

Production Report” on the form furnished by the NSWCPD TPOC for this purpose (Attachment 2). The form shall be completed daily and be provided to the NSWCPD TPOC, or delivered to Code 02 Contracts Department Office, by 1000 the following day. Account for each calendar day throughout the life of the Contract. The reporting of work must be identified by terminology consistent with the construction schedule.

Enter pertinent information including directions received, problems encountered during construction, work progress and delays, conflicts or errors in the drawings or specifications, field changes, safety hazards encountered, instructions given and corrective actions taken, delays encountered and a record of visitors to the work site, quality control problem areas, deviations from the QC Plan, construction deficiencies encountered, meetings held.

1.10. CLEAN-UP OF SITE: Maintain a clean and safe work site in accordance with FAR clause 52.236-12.

Remove all scrap materials, waste, and debris from work site on a daily basis. The Contractor shall remove all debris generated by the work off station (off PNBC). Contractors are not permitted to use Government dumpsters or other Contractor’s dumpsters for disposal of debris. Do not use building restrooms occupied by NSWCPD personnel for cleaning of equipment.

1.11. HOT WORK: A hot work permit is required as needed. A permit may be obtained through the Government inspector with a 48-hour prior notice. Hot work in electrical or mechanical room space will require a gas-free test prior to the Government fire inspector granting approval. In accordance with the Government fire inspector’s requirements, the Contractor must perform this test daily. The Government fire inspector shall approve the instrument used. Fire extinguishers shall be provided by the Contractor at ALL locations where hot work is required.

1.12. DUST CONTROL: All dust resulting from the prosecution of this work shall be controlled to prevent the spread of dust to occupied portions of the site and to avoid the creation of a nuisance in the surrounding areas.

Use of water shall not be permitted when it will result, or create, hazardous or objectionable conditions such as ice, flooding and pollution.

1.13. SUPERVISION AND CONTRACTOR PERSONNEL: The Contractor must have at least one qualified supervisor, i.e., Project Superintendent, capable of reading, writing, and conversing fluently in the English language on the work site during all working hours. The Contractor must provide personnel and subcontractors meeting the minimum requirements or qualifications stated in Section 2 Detailed Description of Work, below.

1.13.1. Site Safety and Health Officer (SSHO): The contractor must provide a Safety oversight team that includes a minimum of one (1) Competent Person for each work site to function as the Site Safety and Health Officer (SSHO). The SSHO must visit each work site daily, unless specified differently in the contract, to perform safety and occupational health management, surveillance, inspections, and safety enforcement for the Contractor. The SSHO’s training, experience, and qualifications must meet U.S. Army Corps of Engineers Manual No. EM 385-1-1, Safety and Health

Requirements, paragraph 01.A.17 and all associated sub-paragraphs. The SSHO may serve as the Project Superintendent on this project.

1.13.2. Contractor Quality Control System Manager (CQCSM): Provide a CQCSM for the work site to manage and implement the Contractor Quality Control (CQC) program in accordance with FAR 46.202-2, Government Reliance on Inspection by Contractor, FAR clause 52.246-1, and Section

1.18.4 below. The CQCSM will be responsible for overall management of the Contractor Quality Control program and has the authority to act and give direction in all CQC matters for the Contractor. The CQCSM cannot perform the duties of Project Superintendent. The CQCSM must have been regularly engaged in construction and repair projects of similar type, size, and complexity that has included the major trades executing the work of this contract. The CQCSM shall be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification, safety compliance, and sustainability.

1.14. SUBMITTALS: The Contractor shall submit the following submittals within ten (10) calendar days after award. The Contracting Officer or NSWCPD TPOC may request submittals in addition to those specified when deemed necessary to describe adequately the work covered in the respective sections. Each submittal is to be legible, well-organized, complete, and in sufficient detail to allow ready determination of compliance with contract requirements. Government approval is required for submittals with a "G" designation. Submittals not having a "G" designation are for information only “FIO.” Submittals will be approved by the NSWCPD TPOC prior to the start of work:

1.14.1. Accident Prevention Plan (APP) - G: The Contractor must submit a site specific APP to the

NSWCPD TPOC. The site-specific APP must outline the job-specific hazards associated with the project scope and reflect the Contractor’s overall safety and health program. As a minimum, the plan must meet the requirements of the abbreviated Accident Prevention Plan identified in EM- 385-1-1, Appendix A.

1.14.2. Activity Hazard Analysis “G” in accordance with EM 385-1-1. See Attachment 3 for blank form and sample. See paragraph 3.6.2 below for additional information. The AHA shall cover all aspects of the work including quality control.

1.14.3. Project schedule “G”. Prior to the start of work, the Contractor must prepare and submit, for approval, a construction schedule to the NSWCPD TPOC. The schedule must, as a minimum, show work activities, submittals, material/equipment delivery, utility outages, on-site construction, testing, and closeout activities. The schedule must be time scaled and generated using scheduling software. The schedule must be kept current, reflecting actual activity progress and plan for completing the remaining work.

1.14.4. Contractor Daily Production Report “G” (see Section 1.10 above – Attachment 2).

1.14.5. Machinery and Mobile Equipment Checklist “G” (Attachment 4) in accordance with paragraph 3.6.1.14 below (if required).

1.14.6. Requirements for Contractor Lift Operations “G” (Attachment 5) (See Section 1.16 below)

1.14.7. List of proposed Subcontractors – “FIO”: Provide the NSWCPD TPOC a list of all proposed subcontractors including address, telephone number, point of contact personal, qualifications, and certifications for the completion of project tasks stated in Section 2, Detailed Description of Work, below.

1.14.8. List of proposed Products “FIO”: Provide the NSWCPD TPOC a list of proposed products, Product cut sheets, lead times, manufacturer specification sheets, manufacturers installation guidelines, etc., and as applicable Safety Data Sheets (SDS) for all materials to be used in the performance of this project.

1.15. CONTRACTOR REQUIREMENTS FOR LIFT OPERATIONS: Contractor shall comply with the requirements specified in NAVFAC P-307 and Attachment 5, “Requirements for Contractor Lift Operations” for all work performed with cranes or other machines used to lift equipment or materials.

1.16. LIST OF ATTACHMENTS: The following attachments form part of this Statement of Work and are incorporated by reference:

1.16.1. Attachment 1, Site Map –PNBC (1 page);

1.16.2. Attachment 2, Contractor Production Report (1 page);

1.16.3. Attachment 3, Activity Hazard Analysis (3 pages);

1.16.4. Attachment 4, Mobile Construction Equipment Checklist (2 pages);

1.16.5. Attachment 5, Requirements for Contractor Lift Operations (8 pages);

1.16.6. Attachment 6, Site Overview Information (3 pages); and,

1.16.7. Attachment 7, Photographs – 29 Building (8 pages).

1.17. INSPECTION OF WORK: The contractor shall inspect all work in accordance with FAR 52.246-12

“Inspection of Construction”, to ensure that the work performed under the contract conforms to contract requirements. Government inspections and tests are for the sole benefit of the Government and do not relieve the Contractor of responsibility of providing adequate Quality Control measures and do not constitute or imply acceptance.

1.18. LEAD ABATEMENT: No lead-based paint (LBP) shall be used on this project. If there is potential for activities to generate unacceptable occupational exposure to LBP, a written lead compliance plan shall be written. The lead compliance plan shall be in accordance with 29 CFR 1910.1025 and 29 CFR 1926.62. The written plan(s) shall be submitted for acceptance by the NSWCPD TPOC and local Safety office before beginning work.

1.19. ELECTRICAL SAFETY: The Contractor shall comply with Electrical Safety procedures in accordance with

29 CFR 1926. For additional information, refer to Chapter 12 of NAVSSESINST 51400.14G.

1.20. LOCK-OUT, TAG-OUT: Comply with NSWCPD Lock-out/Tag-out procedures in accordance with Chapter 11 of NAVSSESINST 5100.14G and 29 CFR 1926. Only authorized NSWCPD personnel must perform the Lock-Out and Tag-Out of Electrical, Mechanical, Piping, Machinery or Equipment

1.21. ACCESS AND GENERAL PROTECTION/SECURITY POLICY: Contractor and Subcontractor employees must be United States (U.S.) citizens and able to provide satisfactory proof of U.S. citizenship. In accordance with NSWCPD security protocol, contractor employees who hold dual citizenship will not be granted security clearance to our facilities.. Contractor or Subcontractor employees working inside NSWCPD buildings and secure, fenced perimeters must submit paperwork and obtain a Contractor’s identification (ID) badge. Refer to Section 3.7, Installation Access, Security, and Contractor Badges and Identification, below for detailed information and procedure regarding installation access, security, and contractor badges and identification.

1.22. INSTALLATION SECURITY REQUIREMENTS: No employee or representative of the Contractor shall be admitted to the work site unless the employee has satisfactorily completed an installation-pass-application form (business/Contractor-employee) and has furnished satisfactory proof that the employee is a citizen of the United States. In accordance with NSWCPD security protocol, contractor employees who hold dual citizenship will not be granted security clearance to our facilities. The Government Security Office having jurisdiction must approve each installation-pass application before the employee or representative will be authorized admittance to the work site by NSWCPD. Read SOW Section 3.7 below for additional access-and-security-related details and requirements.

1.23. REFERENCES: The publications listed below form a part of this Statement of Work and are incorporated by reference. Provision and installation of the materials and components comprising this Statement of Work must be in compliance with applicable or relevant and appropriate requirements, including the following industry standards and regulations:

1.23.1. OSHA 1910.23 – Ladders

1.23.2. OSHA 1917.23 – Fixed Ladders

1.23.3. OSHA 1926.1053 – Ladders

1.23.4. NAVFAC P-307

1.23.5. American National Standards Institute (ANSI), latest revision.

1.23.6. National Fire Protection Association (NFPA), latest revision.

1.23.7. National Electrical Code (NEC), also known as NFPA 70.

1.23.8. Electricians must be certified to perform connections, splices, and terminations. Provide copy of electrician’s verifiable credentials to the NSWCPD TPOC. Verifiable credentials consist of state, national, and local certifications or licenses that a Master or Journeyman Electrician would hold, depending on the work being performed. Following the first electrical installation of each type, the Government may review the work for acceptability of method and quality prior to proceeding with remaining similar electrical work.

1.23.9. National Electrical Manufacturers Association (NEMA), latest revision.

1.23.10. Underwriters Laboratories (UL), latest revision.

1.23.11. Society for Protective Coatings (SSPC), latest revision.

1.23.12. Builders Hardware Manufacturers Association (BHMA), latest revision.

1.23.13. International Building Code (IBC), except as modified by Unified Facilities Criteria (UFC) 1-200-01, General Building Requirements.

SECTION 2: DETAILED DESCRIPTION OF WORK:

The Contractor shall provide all labor, material, equipment, supplies, and supervision to complete the following work: Demolish and remove three (3) exterior stairways/platforms; repair one (1) exterior stairway; supply and install an approximate 15 foot-tall Vertical Prefab Wall-Mounted Ladder with cage; and, preserve and protect power and communication wires as required. Prior to the start of work, the contractor shall receive acceptance from the Government POC for all material required and verify all dimensions to complete the following work. All discrepancies must be brought to the attention of the contracting officer before proceeding with the work.

2.1 DEMOLITION GENERAL REQUIREMENTS: The Contractor must complete the demolition of the work area in accordance with the project drawings, notes, and description of work as detailed in Section 2.3 of this document. Demolition includes, but is not limited to, the removal of existing doors, hardware, exterior stairway components, and paint and surface coatings to accommodate the repairs as detailed in Section 2.3 below. Before beginning any demolition, examine the Statement of Work, attachments, and survey the site with the NSWCPD TPOC to determine the extent of the work. In the interest of occupational safety and health, perform the work in accordance with EM 385-1-1, Section 23, Demolition, and other applicable Sections.

2.1.1 Demolition Plan Submittal - G: Prepare a Demolition Plan and submit proposed demolition, and removal procedures for approval before work is started. Include in the plan procedures for careful removal and disposition of materials specified to be salvaged, coordination with other work in progress, and a detailed description of methods and equipment to be used for each operation and of the sequence of operations.

2.1.2 General Requirements: Do not begin demolition until written authorization is received from the NSWCPD TPOC. The work of this section is to be performed in a manner that maximizes the value derived from the salvage and recycling of materials. Remove rubbish and debris from the project site;

do not allow accumulations inside or outside the building. The work includes demolition, and removal of resulting rubbish and debris. Remove rubbish and debris from Government property daily, unless otherwise directed. Store materials that cannot be removed daily in areas specified by the NSWCPD

TPOC.

2.1.3 Items to Remain in Place and in Service: Take necessary precautions to avoid damage to existing items to remain in place, remain in service, to be reused, or to remain the property of the Government.

Contractor is responsible for repair or replacement of equipment, material, or appurtenances scheduled to remain and damaged during the Contractor’s prosecution of the work. Repair or replace damaged items as approved by the Contracting Officer or communicated by the NSWCPD TPOC.

2.1.4 Existing Construction Limits and Protection: Do not disturb existing construction beyond the extent indicated or necessary for installation of new construction. Provide protective measures to control accumulation and migration of dust and dirt in all work areas. Remove dust, dirt, and debris from work areas daily.

2.1.5 Dust and Debris Control: Provide temporary dust barriers, barricades, etc. to prevent the spread of dust to occupied portions of the site and adjacent areas. Provide temporary walk-off mats at elevator lobby and corridors during demolition and construction activities.

2.1.6 Patching: Where removals leave holes and damaged surfaces exposed in the finished work, patch and repair these holes and damaged surfaces in a manner to receive new finishes. Patch existing damage to walls, columns, floors and ceilings that are to remain. Repairs must match existing adjacent and/or similar surfaces and materials.

2.2 CONSTRUCTION GENERAL REQUIREMENTS: The Contractor must complete the construction in accordance with the project attachments and the description of work as detailed in Section 2.3 of this document.

2.2.1 Safety Overview

2.2.1.1 Apply, monitor, and comply with all safety requirements in accordance with the U. S. Army Corps of Engineers Safety and Health Requirements Manual, EM-385-1-1. This shall include following all NSWCPD requirements in regards to safety at a Government facility. The Contractor shall apply and monitor proper Lockout/Tag out (LOTO) Procedures and devices in accordance with EM385-1-1 and remove them upon the completion of work. The Contractor shall coordinate all LOTO control activities with the NSWCPD TPOC.

2.2.1.2 All work and equipment shall be performed and installed in accordance with local, state, federal and industry codes. The Contractor shall provide a one-year warranty from defects in materials and workmanship from the date of acceptance. The Contractor shall also provide manufacturers warranties on all new equipment for a period of not less than one year from the date of installation.

2.2.1.3 The Contractor shall tape off the work site area to restrict access during all work.

2.2.2 Submittals and Acceptance

2.2.2.1 Contractor shall submit submittals on all equipment for Government approval prior to ordering or installing any material.

2.2.2.2 At the completion of all work, the Contractor shall demonstrate with the TPOC present that the new equipment functions as intended. Any deficiencies with the newly installed components or installation discovered during the testing shall be immediately addressed by the Contractor. Any deficiencies with the existing equipment shall be documented and brought to the attention of the Navy in writing.

2.2.2.3 Upon completion of the project, the Contractor shall turn over all manuals and documentation for the newly installed equipment (Operation and Maintenance (O&M) manuals, installation manuals, product data sheets, equipment specifications, etc.) to the NSWCPD TPOC.

2.3 DETAILED DESCRIPTION OF WORK – The Contractor shall perform the following repair work in accordance with the project drawings (See Attachment 6 for Locations and Attachment 7 for photos.) and the requirements as stated in Sections 2.1 and 2.2 above.

2.3.1 Bldg 29, Stairway No. 1 (South Side, East, Upper Level), Partially Demolish an Approximate 12-foot-long by 2-foot-wide by 11-foot-tall stairway with a 5-foot by 14-foot platform. This stairway extends from the first-floor rooftop and leads to the third floor of Building 29. Note: All paint on this stairway is lead based. Proper remediation is required as needed.

2.3.1.1 The contractor shall safely partially demolish Stairway No. 1. This includes removing the following components: the stairway; all handrails and toe boards on the platform; and, the top platform’s walking surface. All four of the existing kickstand supports and the top platform’s North and South angle iron shall remain to support the communication cable as-is.

2.3.1.1.1 All communication cables that originate from the cell tower shall be covered with fire blanket or otherwise protected from sparks in the areas of the work. These communication cables shall not be bent, cut, moved, or altered in anyway. The tension wire shall remain attached to the platform at all times.

2.3.1.1.2 On east side of handrail, relocate wires from handrail to kickstand support.

2.3.1.1.3 All work for this portion of the job shall be completed by using non-spark creating cutting methods and techniques. If another method is required, approval shall be obtained from the NSWCPD TPOC prior to continuing work with additional requirements to protect these cables being the responsibility of the contractor.

2.3.1.1.4 Contractor shall take all necessary measures and precautions to preserve and protect the material and integrity of the first-floor rooftop.

2.3.1.2 The contractor shall remove the exterior door, its framing, and its hardware and close the opening per the following. The door is located at the third-floor level of Stairway No. 1.

2.3.1.2.1 Exterior: The contractor shall block up the doorway opening flush with the exterior façade, matching the existing masonry pattern using brick that is similar in material, size and color to maintain the building’s historical value. The material used must be approved by the NSWCPD TPOC.

2.3.1.2.2 The contractor shall disconnect and remove the emergency alarm at this door. The contractor shall remove any exposed wiring back to the previous junction box and terminate.

2.3.1.2.3 Contractor shall maintain the integrity and perimeter security of the building between the time the door is removed to the time the exterior opening is bricked closed by installing and securing plywood on the inside and outside of the building at any time contractor is not actively working in this location.

2.3.2 Bldg 29, Stairway No. 2 (South Side, Middle, Lower Level): Demo an Approximate 14-foot-long by 3-foot-wide by 15-foot-tall Stairway and Install New Vertical Caged Ladder. This stairway extends from the ground and leads to the first-floor roof of Building 29. The contractor shall safely demolish Stairway No. 2. Note: All paint on this stairway is lead based. Proper remediation is required as needed.

2.3.2.1 The contractor shall safely demolish the entirety of Stairway No. 2. This includes removing the Stairway; removing all supports; cutting any remaining anchors flush with the building’s brick wall; cutting the stairway flush with grade; and, removing any paint and other materials associated with the stairway.

2.3.2.1.1 All piping under this stairway at-grade within the chain-link fence is for gas utilities. All natural gas piping shall be fire blanketed or otherwise protected from sparks. All work for this portion of the job shall be completed by using non-spark cutting methods and techniques. If another method is required, approval shall be obtained from the NSWCPD TPOC prior to continuing work with additional requirements to protect sparks from reaching the existing piping being the responsibility of the contractor.

2.3.2.2 The contractor shall fill, patch, and otherwise repair all holes that remain from the stairway supports and anchors to match existing surrounding conditions. The contractor shall grind any remaining stairway supports flush with grade. Any remaining plates or anchors shall be painted in a color to match the existing brick and left in place.

2.3.2.3 Install vertical wall-mounted Step Through Ladder at location previously occupied by Stairway No. 2. The contractor shall provide a prefabricated caged vertical wall-mounted ladder to access the first-floor roof from grade.

2.3.2.3.1 The contractor shall provide the caged ladder in accordance with the requirements of OSHA 1910.23 – Ladders and OSHA 1917.23 – Fixed Ladders and additional information in this section. Contractor shall submit drawings and product data of the new ladder for approval by the NSWCPD TPOC for approval prior to purchasing.

2.3.2.3.2 New Ladder shall be installed on the south end of the existing opening to avoid piping at grade.

2.3.2.3.3 Existing Swing gate shall remain in place at top of new ladder.

2.3.2.3.4 New Ladder shall be galvanized or painted with 2 coats (4-6 mils each) of an all-weather Epoxy mastic protective paint (color to be Safety Yellow or match color in-kind with Stairway No. 4 with NSWCPD TPOC approval).

2.3.2.3.5 Contractor shall install the ladder so the minimum perpendicular clearance (distance) between the fixed ladder rungs and any obstruction behind the ladder is 7 inches. The maximum clearance shall be 12-inches between the top rung and the landing platform.

2.3.2.3.6 The ladder’s top rung shall be at the same elevation to match the first roof’s surface elevation.

2.3.2.3.7 Both legs of the ladder shall be bolted into the concrete at grade

2.3.2.3.8 The new ladder shall be able to support at least 500 pounds each, concentrated between any two consecutive attachments. Each step or rung of a fixed ladder must be able to support a load of at least 500 pounds applied in the middle of the step or rung.

2.3.2.3.9 Individual rung/step ladders must extend at least 42 inches above an access level or landing platform by providing vertical grab bars that must have the same lateral spacing as the vertical legs of the ladder rails.

2.3.2.3.10 Rungs must be corrugated, knurled, dimpled, coated with skid-resistant material or treated to minimize slipping.

2.3.2.3.11 Fixed ladders must be used at a pitch no greater than 90 degrees from the horizontal, measured from the backside of the ladder.

2.3.2.4 The contractor shall install a steel tripping containment box around the small piping at grade at the base of the new ladder. Containment box shall be installed around pipe and secured to grade to prevent stepping on pipe when ascending and descending ladder. Containment box shall be able to withstand 300lbs of weight.

2.3.3 Bldg 29, Stairway No. 3 (South Side, West): Demo an Approximate 29-foot-long by 2-foot-wide

Stairway with one Middle Landing and one 5-foot-long by 14-Foot-long top Platform: This stairway extends from grade to the Third floor of Building 29. Note: All paint on this stairway is lead based. Proper remediation is required as needed.

2.3.3.1 The contractor shall safely demolish the entirety of Stairway No. 3. This includes removing the Stairway; removing the top platform; removing all supports; cutting any remaining anchors flush with the brick wall; cutting the stairway flush with grade; and, removing any paint and other materials associated with the stairway.

2.3.3.2 The contractor shall fill, patch, and otherwise repair all holes that remain from the stairway supports and anchors to match existing surrounding conditions. The contractor shall grind any remaining stairway supports flush with grade. Any remaining plates or anchors shall be painted in a color to match the existing brick and left in place.

2.3.3.3 The contractor shall remove the exterior door, its framing, and its hardware and close the opening per the following. The door is located at the third floor level of Stairway No. 3.

2.3.3.3.1 Exterior: The contractor shall block up the opening flush with the exterior matching the existing pattern using brick that is similar in material, size and color to maintain the buildings historical value. The material used must be approved by the TPOC.

2.3.3.3.2 The contractor shall disconnect and remove the emergency alarm at this door. The contractor shall remove any exposed wiring back to the previous junction box and terminate.

2.3.3.3.3 Contractor shall maintain the integrity and perimeter security of the building between the time the door is removed to the time the exterior opening is bricked closed by installing and securing plywood on the inside and outside of the building at any time contractor is not actively working in this location.

2.3.4 Bldg 29, Stairway No. 4 (North Side, Middle): Repair Exterior Stairway: This stairway goes from grade to the roof of building 29. Note: All paint on this stairway is lead based. Proper remediation is required as needed.

2.3.4.1 The contractor shall repair or replace the two stair treads with bent grating in-kind (See

Attachment 7 for photos). From grade, these are stair treads No. 4 and No. 8.

2.3.4.2 The contractor shall replace the grating at the first landing level. Grating shall be 1.5-inch thick galvanized, welded, and banded at all cut edges. New grating can be secured to existing angle iron

2.3.4.3 Repair seal weld at first platform level on right handrail. (See attachment 7 for photo of location). Seal weld shall be continuous with no gaps between the two supports. Weld shall be ground flush to remove any sharp edges.

2.3.4.4 The contractor shall paint the entire stairway, including handrails, treads, platforms, and supports; with 2 coats (4-6 mils each) of an all-weather Epoxy mastic protective paint. The color shall be a similar color to match the existing stairway. The NSWCPD TPOC shall approve color selection prior to starting work.

2.3.4.4.1 For Surface preparation, contractor shall remediate the lead by encapsulating the existing paint or removing all of the existing paint to bare metal. However, loose or peeling paint shall be removed prior to painting the stairway.

2.3.4.4.2 Contractor shall ensure all vehicles and personal in the parking lot are all properly shielded from sprayed or otherwise applied paint.

SECTION 3: ADMINISTRATIVE AND SAFETY REQUIREMENTS

3.1 DIRECTIVES: The Contractor and his employees must comply with all referenced regulations, directives, and instructions. Applicable Department of Defense (DOD), Secretary of the Navy (SECNAV), Chief of Naval Operations (OPNAV), and other directives, instructions, and regulations are available from the Contracting Officer.

3.2 PHILADELPHIA NAVY YARD INSTALLATION REGULATIONS

3.2.1 The Contractor and their employees must become acquainted with and obey all Government regulations as posted, or as requested by the Contracting Officer.

3.2.2 The Contractor must participate actively in the activity energy conservation program. The Contractor must comply with the base energy conservation program and must become familiar with its requirements. The Contractor superintendent must represent the Contractor's interests at all meetings of the activity's Energy Conservation and Resource Management Committee. Use of high-energy consuming tools or equipment will be approved by the Contracting Officer prior to use.

3.3 FIRE PROTECTION: The Contractor and their employees must know where fire alarms are located and how to turn them on. The Contractor must handle and store all combustible supplies, materials, waste, and trash in a manner that prevents fire or hazards to persons, facilities, and materials. Contractor employees operating critical equipment must be trained to properly respond during a fire alarm or fire in accordance with activity instructions.

3.4 ENVIRONMENTAL PROTECTION: The Contractor must comply with all federal, state, and local environmental protection laws, regulations, and standards. The Contractor must coordinate all environmental protection matters with the Contracting Officer. The Activity Environmental Protection Coordinator or other authorized officials may inspect any of the facilities operated or maintained by the Contractor at any time and without prior notice. If a regulatory agency assesses a monetary fine against the Government for violations resulting from Contractor actions, the Contractor must reimburse the Government for the amount of the fine and related costs. The Contractor must clean up any oil or chemical spills resulting from their operations at their own expense. The Contractor must not create a nuisance or hazard to the health of military or civilian personnel.

3.5 DISPOSAL: Debris, rubbish, non-hazardous waste, and non-usable material resulting from the work under this contract must be disposed of by the Contractor at their expense off Government property, unless otherwise directed. In either case, the Contractor must dispose of all hazardous waste in accordance with all applicable environmental law, including but not limited to, the Resource Conservation and Recovery Act and its associated state and local regulations. Prior to disposal of any hazardous waste, the Contractor must obtain approval from the Contracting Officer.

3.5.1 Segregate and recycle all debris generated by the work and remove off station to a licensed facility.

Debris must be removed and transported in a manner that prevents spillage on streets or adjacent areas.

Local regulations regarding hauling and disposal must apply.

3.5.2 Submit a report with invoice that includes the following:

3.5.2.1 Amount (by weight) and type of waste materials disposed of in a landfill or incinerator.

Provide destination and the tip fee per ton.

3.5.2.2 Amount (by weight) and type of materials salvaged for sale, salvaged for reuse, and recycled.

Provide destination and revenue generated for each material.

3.6 SAFETY REQUIREMENTS AND REPORTS

3.6.1 EM-385-1-1 Safety Manual: All work must be conducted in a safe manner and must comply with all requirements of the U.S. Army Corps of Engineers Safety and Health Requirements Manual, EM-385- 1-1. The Contractor must be responsible for instructing their employees in appropriate safety measures and must not permit them to place machines and other equipment in traffic lanes or other locations in such a manner as to create safety hazards. The Contractor must employ a competent person as defined in EM-385-1-1 to function as the Site Safety and Health Officer (SSHO). The following paragraphs denote minimum safety requirements. Contractor must consult EM-385-1-1 for additional information or any safety issues not discussed in this specification.

3.6.1.1 Personal Protective Equipment Minimum Requirements

(a) Head Protection: All persons working in or visiting hard-hat areas must be provided with and required to wear Type I or Type II, Class G meeting the requirements of ANSI Z89.1 Hardhat areas are those areas with potential hazard of head injury.

(b) Clothing: Employees must wear clothing suitable for the weather and work conditions:

the minimum for construction sites must be short sleeve shirt, long pants (excessively long or baggy pants are prohibited).

(c) Protective Footwear: Employees must wear safety–toed boots meeting ANSI Z41 while working on construction sites.

(d) Eye and Face Protection: All eye and face protection must meet the requirements of ANSI/ASSE Z87.1, employees must also use eye side protection.

(e) High visibility vests will be worn when working around construction equipment or when working on highways.

3.6.1.2 Display of Safety Information: Within one calendar day after commencement of work, erect a safety bulletin board at the job site. The following information must be displayed on the safety bulletin board in clear view of the on-site construction personnel, maintained current, and protected against the elements and unauthorized removal.

(a) Map denoting the route to the nearest emergency care facility.

(b) Emergency phone numbers.

(c) Copy of Activity Hazard Analysis (AHA).

(d) Occupational Safety and Health Administration (OSHA) 300A form. A copy of this form shall also be given to NSWCPD Safety department.

3.6.1.3 Emergency Medical Treatment: Contractor must arrange for their own emergency medical treatment. The Government has no responsibility to provide emergency medical treatment.

3.6.1.4 Use of Hand and Power Tools: Hand and power tools must be of a manufacturer listed by a nationally recognized testing laboratory for the specific application for which they are to be used.

Use, inspection, and maintenance:

(a) Hand and power tools must be used, inspected, and maintained in accordance with the manufacturers’ instructions and recommendations and must be used only for the purpose for which designed.

(b) Hand and power tools must be inspected, tested, and determined to be in safe operating condition before use. Continued periodic inspections must be made to assure safe operating condition and proper maintenance.

(c) Hand and power tools must be in good repair and with all required safety devices installed and properly adjusted. Tools having defects that will impair their strength or render them unsafe must be removed from service.

(d) Loose and frayed clothing, loose long hair and dangling jewelry (including dangling earrings, chains and wristwatches) must not be worn while working with any power tools.

Guarding—Power tools designed to accommodate guards must be equipped with such guards:

(e) All guards must be functional.

(f) Reciprocating, rotating, and moving parts of equipment must be guarded if exposed to contact by employees or otherwise create a hazard.

3.6.1.5 Portable Extension Cords: Portable extension cords must be sized in accordance with manufacturer ratings for the tool to be used and must be protected from damage. All damaged extension cords must be immediately removed from service. Portable extension cords must meet the requirements of National Fire Protection Association (NFPA) 70 and shall contain GCFI in all runs (pigtails allowed).

3.6.1.6 Ladders: All portable ladders must be of sufficient length and must be placed so that workers will not stretch or assume a hazardous position. The top or top step of a stepladder must not be used as a step unless it has been designed to be so used by the manufacturer. Ladders may be used as work platforms only when use of small hand tools or handling of light material is involved.

3.6.1.7 Fall Protection: Fall protection shall be provided for safe access for all work activities as required. For confined space, fall protection shall be provided for safe access to enter, exit, and potentially emergently be removed from confined space per 29 CR 1910.146. For above entries, a min of a tripod with winch extraction capabilities should be used.

3.6.1.8 Lockout/Tag Out: Coordinate all control activities with the designated NSWCPD TPOC.

Apply, monitor, and remove proper lockout and tag out devices per contractors established Lockout/Tag Out procedures and 29 CR 1910.147.

3.6.1.9 Asbestos Abatement: No asbestos based products shall be used on this project. If there is potential for activities to disturb ACM, an asbestos abatement plan shall be developed. The plan shall be in accordance with 29 CFR 1910.1001; 29 CFR 1926.1101; and 40 CFR 61, Subpart M The written plan(s) shall be submitted for acceptance by TPOC and local Safety office before beginning work.

3.6.1.10 Lead Abatement: No lead Paint shall be used on this project. If there is potential for activities to generate unacceptable occupational exposure to LBP, a written lead compliance plan shall be written. The lead compliance plan shall be in accordance with 29 CFR

1910.1025 and 29 CFR 1926.62. The written plan(s) shall be submitted for acceptance by TPOC and local Safety office before beginning work.

3.6.1.11 Sanitation Requirements: Provide drinking water and toilets as needed for construction personnel.

3.6.1.12 Fire Protection: Provide two ABC fire extinguishers at the work site to guard against potential fires.

3.6.1.13 Fuel-Powered Tools: When fuel-powered tools are used, they will not be fueled while running, while hot, or near an open flame.

3.6.1.14 Machinery and Mobile Equipment: The Contractor shall complete an equipment checklist (Attachment 4) for any construction equipment (backhoes, lift trucks, bobcats) that will be used on site.

3.6.2 Activity Hazard Analysis: The principle purpose of an AHA is to reduce the overall risk of the hazards associated with construction work. An AHA will be developed by the Contractor for every operation involving a type of work presenting hazards not experienced in previous project operations or where a new work crew or subcontractor is to perform work.

The analysis must identify and evaluate hazards and outline the proposed methods and techniques for the safe completion of each phase of work. At a minimum, define activity being performed (can use the definable features of work). A definable feature of work (DFOW) is a task which is separate and distinct from other tasks, has the same control requirements and work crews, sequence of work, specific safety and health hazards anticipated (slip or trips, cuts, dust or chips in eyes), control measures (to include personal protective equipment) to eliminate or reduce each hazard to acceptable levels, equipment to be used (hand tools, backhoe), inspection requirements (list the inspection requirements for the activity to ensure the controls are working, and equipment is inspected to ensure proper operation), training requirements for all involved (any unique training required to make the established controls work), and the competent person in charge of that phase of work.

The AHA must be continuously reviewed and, when appropriate, modified to address changing site conditions or operations. The analysis should be used during daily inspections to ensure the implementation and effectiveness of the activity’s safety and health controls. Activity Hazard Analysis must be updated as necessary to provide an effective response to changing work conditions and activities.

3.6.3 Accident Reports and Notifications

3.6.3.1 Accident Reports: For recordable injuries, illnesses, and property damage accidents resulting in a least $2,000 in damages, the prime Contractor must conduct an accident investigation to establish the root cause of the accident, complete the Navy Contractor Significant Incident Report (CSIR), and provide the report to the Contracting Officer within five calendar days of the accident. The Contracting Officer will provide copies of any required or special forms.

3.6.3.2 Accident Notification: Notify the Contracting Officer as soon as practical, but no later than four hours after any accident meeting the definition of recordable injuries or illnesses, high visibility accidents, or property damage equal to or greater than $2,000.