RFQ N6449820Q0020_Amendment 0001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this amendment is to (1) Provide answ ers to questions received in response to the subject Solicitation, (2) update the Statement of w ork included in the solicitation, (3) Include Draw ing entitled “SOW Attachment 5 Photographs rev 02”.

The time and date for receipt of quotes is hereby extended to 5pm ET, 18 May 2020.

No other changes are authorized as a result of this amendment. All other terms and conditions of the subject RFQ remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

1 19

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 12-May-2020

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X N6449820Q0020

X 9B. DATED (SEE ITEM 11)

22-Apr-2020

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

12-May-2020

CODE

NAVAL SURFACE WARFARE CENTER PHILA

CODE 0222, AARON KOUMARAS

215-897-7750, AARON.KOUMARAS@NAVY.MIL

5001 SOUTH BROAD STREET

PHILADELPHIA PA 19112

N64498 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

david.rhoads@navy.milEMAIL:215-897-7702TEL:

DAVID A RHOADS / CONTRACTING OFFICER

N6449820Q0020

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The purpose of this amendment is to:

(1) Provide answers to questions received in response to the subject Solicitation,

(2) For purposes of continuity, the Statement of Work (SOW) in the subject solicitation is deleted in its entirey.

All offerors are instructed to utilize the updated SOW included in this amendment. The SOW has been updated based on the following:

a. Section 1.11 was revised with regards to QC Plan.

b. Section 1.16.2 was deleted.

c. Section 2.2.2 was updated with regards to EPDM requirement.

d. Photo 9 was referenced in the Section 2.4 header.

(3) Include Drawing entitled “SOW Attachment 5 Photographs rev 02.”

a. The original photo 8 is hereby deleted as it was incorrect. All offerors shall disregard that photo.

b. A new photo 9, entitled “SOW Attach 5_Photographs_rev02” was added to show the Northeastern corner of the west-middle mansard roof. This photo is included as an attachment to Amendment 0001.

The time and date for receipt of quotes is hereby extended to 5pm ET, 18 May 2020.

No other changes are authorized as a result of this amendment. All other terms and conditions of the subject RFQ remain unchanged.

Naval Surface Warfare Center, Philadelphia Division (NSWCPD’s response to questions)

Item 1 - The RFQ states:

1.9 EXECUTION OF WORK: The Contractor’s and subcontractor(’s) work must be performed during normal duty hours from 0700 to 1900, Monday through Friday. Any work requiring shutdown or temporary disruption of electrical, mechanical, security and fire-protection systems may be performed off normal duty hours subject to approval from the NSWCPD TPOC. Off-hour work must be coordinated with the NSWCPD TPOC. NOTE: Bldg. 4 is occupied by approximately 1,000 personnel working within the hours of 0500 to 1900, Monday through Friday. During the work, building entrances must continue to provide full and normal ingress and egress and emergency-exit egress.

Q1: Question: Does the building have any entrances on either Kitty Hawk Ave. or Flagship Ave. that would restrict crane activities to load and off-load materials during normal work hours? We would need one lane for materials and no foot traffic below the swing radius. If this is not acceptable, will crane activities be limited to off-hours or weekends?

A1: Access by crane would not be a problem as entrances and walkways can be secured or the parking lot area can be used for crane set up, but entrances must remain open and usable for emergency exit.

Item 2: - The RFQ states:

1.11 QUALITY CONTROL (QC) AND DAILY PRODUCTION REPORTS: The Contractor must submit a “Contractor Production Report” on the form of Attachment 2 as approved by the NSWCPD TPOC. Reports are required for each day work is performed. 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. The completed reports are to be submitted to the NSWCPD TPOC by 1000 the following day.

Q2: Question: Section 1.11 mentions a QC Plan. Please confirm that this is required.

A2: No QC Plan will be required. Section 1.11 included in this Amendment has been revised.

Q3: Question: Will any other plans (Fall Protection, APP, EPP…) be necessary outside of those provided with the solicitation?

A3: No additional plans (Fall Protection, APP, EPP…) will be required at time of quotation submission.

Any job specific plans will be addressed per Attachment 6, Activity Hazard Analysis (AHA).

Item 3 – The RFQ states:

1.12 CLEAN-UP OF SITE: Maintain a clean and safe worksite. Remove all scrap materials, waste, and debris from work site on a daily basis. Contractors are not permitted to use Government dumpsters or other Contractor dumpsters for disposal of debris. Do not use building restrooms occupied by NSWCPD personnel for cleaning of equipment.

Q4: Question: Photo 8 shows a proposed dumpster laydown area, is there ready access to this location to drop a dumpster?

A4: Photo 8 was included with the initial RFQ as an administrative error. This photo is hereby deleted.

The eventual successful offeror will be required to advise the TPOC of a recommended site for dumpster laydown for government approval.

Q5: Question: Are there any below-grade utilities that require protection?

A5: No.

Q6: Question: Will the contractor be responsible for site restoration costs for any damage to the area?

A6: Yes.

Item 4 – The RFQ states:

1.15 DUST AND ODOR CONTROL: Dust, air-borne particles, and odor resulting from prosecution of any definable feature of the work must be controlled to prevent the spread of dust and odors to occupied portions of the site and to avoid creation of a nuisance in the surrounding area. Use of water will not be permitted when it will result in, or create, hazardous or objectionable conditions such as ice, flooding and pollution. Note: The prevention and control of odors is especially important when roof work is performed adjacent to building HVAC-outside-air intakes, return ductwork, vents, or other building penetrations.

Q7: Question: With an adhered system (assumed and recommended) for the trough gutter locations, there is a possibility of odors reaching the interior of the building. Will this work be required to be performed off-hours or require an interior barrier system with negative pressure?

A7: This will only be an issue around air intakes on the Bldg 4 roof. Contractor shall coordinate with the TPOC to secure the outside air intakes when working in proximity. MSDS Sheets will need to be provided for any VOC used as well as any other compound with an odor that has potential to migrate inside our air system.

Q8: Question: If interior protection is required, please provide pictures, elevation and access details for the interior of the trough gutter system and overall requirements.

A8: See question 7.

Item 5 – The RFQ states:

1.16 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 full-time 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. A minimum of two Contractor personnel are required to perform the functions of Project Superintendent, Site Safety and Health Officer (SSHO), and Contractor Quality Control System Manager (CQCSM); the latter two personnel responsibilities are described in Subsections 1.16.1 and 1.16.2 below:

Q9: Question: Please confirm that personnel acting as SSHO per section 1.16.1 Site Safety and Health Officer

(SSHO) will require OSHA 30-Hour Certification.

A9: Yes.

Q10: Question: Please confirm that personnel acting as QCM per section 1.16.2 Contractor Quality Control

System Manager (CQCSM) will require USACE CQM certifications to qualify for the position.

A10: No, it is not required.

Item 6 – The RFQ states:

1.23 INSTALLATION SECURITY REQUIREMENTS: No employee or representative of the Contractor will 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.

The Government Security Office must approve each installation-pass application before the employee or representative will be authorized admittance to the work site by NSWCPD. Read SOW Sections 1.24 and 3.7 below for additional access-and-security-related details and requirements.

Q11: Question: With the on-going Coronavirus/COVID-19 pandemic, are there any changes and/or delays to the badging process as listed in the solicitation?

A11: Yes, there are additional requirements for both badging and site access. The Government will work jointly with the Contractor to facilitate the process. TPOC will work with the Contractor in these matters.

Item 7 – The RFQ states:

2.2 TROUGH GUTTER REPAIRS: (See photographs 1 to 4 in Attachment 5)

2.2.2 The contractor shall remove and dispose of the existing Ethylene Propylene Diene Monomer (EPDM) liner and any remaining caulk around skylights, approximately 1500 square feet (SF) of EPDM and 1500 linear feet (LF) of caulking.

Q12: Question: Is the existing EPDM adhered or mechanically fastened to the gutter system?

A12: The existing EPDM is fully adhered to the gutter system.

Q13: Question: Is there any existing insulation beneath the EPDM?

A13: Yes.

Q14: Question: What is the composition of the structural gutter system, are drawings available and can pictures be provided of the full run below the existing metal grating?

A14: See pictures 1 thru 4. Drawings are not available.

Q15: Question: Is the system a straight run or does it contain detail work within the gutter itself? If detail work is present, please provide pictures of areas?

A15: Both gutters are a straight run on the interior of the building. The only detailed work would be under

Eastern run in the center of the building where the ramp runs over the gutter system. See background of pictures 5 and 6.

Q16: Question: What type of metal flashing will be required at this location, T-bar or counter?

A16: Counter flashing.

Q17: Question: What drains are present in the existing system and how many are there?

A17: Two bulb drains on each side.

Q18: Question: Are we to reuse or replace the existing drains?

A18: Reuse existing drains. If there is excessive deterioration, Contractor shall notify the TPOC for determination of how to proceed.

Q19: Question: Where is the caulking around the skylights located, are drawings available and can pictures be provided?

A19: Caulking is around the glass panels and frames. Refer to existing pictures 1 thru 6. Drawings are not available.

Q20: Question: Is the existing metal grating fully removable and were can it be stored on-site?

A20: Yes, it shall be marked and stored as close to the area it was removed from.

Q21: Question: Please confirm protection of the surrounding skylight system is required?

A21: Yes.

2.2.3 The Contractor shall provide and secure EPDM liner on the inside of the trough gutters such that it completely lines the gutter up to the standing seam roof. The contractor shall also install caulking along all seams marrying and sealing the liner with the skylight sealant. The grading of the trough gutters must be properly constructed and set so that rainwater can flow to the proper downspout.

Q22: Question: How should the new EPDM liner be attached?

A22: Fully adhered.

Q23: Question: What type of EPDM sheet should be installed?

A23: The Contractor shall provide Firestone 60 mil RubberGuard or an equivalent product.

Q24: Question: Do the existing gutter components contain structural pitch?

A24: Yes.

Q25: Question: If the existing does not contain pitch, will tapered insulation be required to push water to drains?

A25: See NSWCPD response to Q24.

Q26: Question: What type of caulking is required for the seams marrying the liner with the skylight sealant and can drawings or pictures of the location be provided?

A26: See pictures 1 thru 6. The caulking shall be of an accepted industry standard product for this use.

Item 8 – The RFQ states:

2.3 SOUTHEASTERN CORNER GUTTER AND DOWNSPOUT REPAIR:

2.3.1 The Contractor shall make repairs to the gutter on the standing-seam roof above Bldg 4’s infill skylight system in the southeastern quadrant. The gutter is deformed and deflected, and is in need of support to raise its invert to the proper level to allow water to drain properly, as intended. Contractor is to fabricate and install “L” brackets that support the underside of the gutter as well as in front of the gutter.

Q27: Question: Are there drawings of the gutter system that can be provided?

A27: No.

Q28: Question: What should the “L” bracket be made of and what gauge?

A28: The phrase “L” brackets should be disregarded. Offerors are instructed to use accepted industry standard for gutter brackets.

Q29: Question: What location is meant by the underside and the front of the gutter?

A29: This location is defined in SOW Section 2.3.1. Underside meaning bottom, front meaning away from the building.

Q30: Question: Are there existing “L” brackets that are currently in place and details available for review?

A30: No. There is no existing hardware currently in place.

Q31: Question: How many “L” brackets are required and what is the anticipated spacing, method of attachment and weight load requirement?

A31: Quantity and spacing to be in accordance with accepted industry standard.

2.3.2 The contractor shall reattach and secure the downspout in the southeastern corner so that it discharges to the gutter system repaired as described in SOW section 2.3.1 above.

Q32: Question: Is the downspout damaged?

A32: No.

Q33: Question: Please provide drawings and/or pictures of the detached downspout.

A33: Picture is not available at this time. Downspout is laying on the roof on the jobsite; it needs to be reattached.

Item 9 – The RFQ states:

2.4 NORTHEASTERN CORNER OF WEST-MIDDLE MANSARD ROOF GUTTER REPAIR:

2.4.1 Contractor shall remove and re-caulk the edge metal to the northeastern corner of the west-middle mansard roof.

Q34: Question: What material is on the west-middle mansard roof?

A34: Edge metal, aluminum siding, standing metal roof, and rubber gutter lining.

Q35: Question: What is the LF of areas to be re-caulked?

A35: Approximately 75 LF of caulk.

Q36: Question: What type of caulk is required?

A36: Acceptable industry standard caulk.

Q37: Question: Please provide drawings or pictures of location to be repaired?

A37: Included with this Amendment is Picture 9. See attached.

2.4.3 At the bottom of the northeastern corner of the west-middle mansard roof, contractor shall repair the vertical interface between the end of gutter (currently white in color) and raised seam roof to prevent water to infiltrate into the building.

Q38: Question: What is the composition of the vertical interface?

A38: Aluminum siding and steel roof.

Q39: Question: What is the “white in color” material?

A39: Aluminum.

Q40: Question: What actions are required to complete the repairs?

A40: Contractor shall use accepted industry practices and workmanship.

Q41: Question: What is the SF of the area?

A41: 10 SF.

Q42: Question: Please provide drawings or pictures of the area in need of repair.

A42: See question 37.

Item 9 – The RFQ states:

2.5 SNOW-GUARD RETENTION SYSTEM INSTALLATION – INFILL AREA: (See photographs 5 to 6 in Attachment 5)

2.5.1 The Contractor shall install a pre-manufactured snow retention system, approximately 130 LF, attached to the metal standing-seam roof such as Alpine SimpleGuard…

Q43: Question: Utilizing existing overhead shots, it appears that there is more than 130 LF of area to be addressed, please confirm this measurement.

A43: Only two areas of approximately 65 to 70 LF of snow guard missing on the existing roof.

Item 10 – The RFQ states:

2.6 SNOW-GUARD RETENTION SYSTEM INSTALLATION – EXTERIOR PERIMETER: (See photograph 7 in Attachment 5)

2.6.1 The Contractor shall install a pre-manufactured snow retention system, approximately 70 LF, identical to the snow guard system that satisfies all characteristics in SOW section 2.5.1 above.

Q44: Question: Utilizing existing overhead shots, it appears that there is more than 70 LF of are to be addressed, please confirm this measurement.

A44: The dimensions are correct.

Q45: Question: What is the elevation, from grade, of the area to receive snow-guard?

A45: Approximately 40 ft.

Item 11 – General Questions

Q46: Question: Will a minimum two-week due date extension from the RFI response date be granted to properly adjust for information provided?

A46: No.

Q47: Question: Will 100% fall protection measures be required for all work or will perimeter flags / monitor be acceptable?

A47: 100% fall protection measures will be required.

Q48: Question: Please confirm that there are no hazardous materials located within the proposed work areas that require abatement/removal activities.

A48: There are no hazardous materials within the work area.

(End of text)

SECTION A - SOLICITATION/CONTRACT FORM

The required response date/time has changed from 13-May-2020 05:00 PM to 18-May-2020 05:00 PM.

SECTION C - DESCRIPTIONS AND SPECIFICATIONS

The following have been added by full text:

BUILDING 4 TROUGH GUTTER REPAIRS

STATEMENT OF WORK

Updated 12 May 2020

1.0 SECTION 1: GENERAL

1.1 GENERAL DESCRIPTION: This Statement of Work (SOW) defines the requirements for repairs to the trough gutters of Building 4. The Contractor shall remove and replace items specified in SOW Section 2 at Building 4 at the Philadelphia Naval Business Center (PNBC), Philadelphia, PA 19112. The Contractor shall provide all supervision, labor, material, equipment and supplies to perform the work. In general, this work involves relining trough gutters, repairing downspouts, and installing a snow guard system. Refer to SOW Section 2 for a more detailed description of work to be performed.

1.2 SITE LOCATION: The work is located in Building 4, 5001 South Broad Street, Naval Surface Warfare

Center, Philadelphia Division (NSWCPD), at PNBC. See Attachment 1 for location. Building 4 was originally constructed circa 1880 and underwent a major renovation circa 1980 that created useable space within the original structure commonly referred to as the “in-fill area.” Building 4 is approximately 210,000 gross square feet and is occupied by about 1,000 personnel.

1.3 TIME OF COMPLETION: Work shall be prosecuted diligently and completed within 75 calendar days of award. The time stated for completion shall include final clean-up of the premises, acceptance of the work by the Government, 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’s Quality and

Performance Assurance Representative, Mr. Alec Hess (215) 897-2609, is the NSWCPD TPOC. The TPOC is a representative of 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 SITE VISIT: See Federal Acquisition Regulation (FAR) Clause 52.236-27, Site Visit. Contractor shall verify all conditions, dimensions and methods at the site prior to start of work. The contractor must notify the TPOC in writing of differences in site conditions described in this SOW versus the contractor’s field verifications within five days of the contactor’s site visit.

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

Quality Assurance Representative.

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 will be procured in accordance with the Buy American Act of 1933, FAR Clauses 52.225-9 and 52.225-10.

1.8 GOVERNMENT FURNISHED UTILITIES: The government will furnish the following utility services for use as may be required for the work to be performed under the contract: electricity and potable water.

Government-furnished electricity may be used by the contractor unless contractor’s use adversely impacts the building’s electrical distribution system and equipment. Information concerning the location of existing outlets may be obtained from the NSWCPD TPOC. The Contractor shall provide and maintain, at his/her expense, the necessary service lines from existing Government outlets to the site of the work. Utilities specified above, utilities 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.

1.9 EXECUTION OF WORK: The Contractor’s and subcontractor(’s) work must be performed during normal duty hours from 0700 to 1900, Monday through Friday. Any work requiring shutdown or temporary disruption of electrical, mechanical, security and fire-protection systems may be performed off normal duty hours subject to approval from the NSWCPD TPOC. Off-hour work must be coordinated with the NSWCPD TPOC. NOTE:

Bldg. 4 is occupied by approximately 1,000 personnel working within the hours of 0500 to 1900, Monday through Friday. During the work, building entrances must continue to provide full and normal ingress and egress and emergency-exit egress.

1.10 INSPECTION OF WORK: The Contractor must inspect all work in accordance with FAR clause 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.

1.11 QUALITY CONTROL (QC) AND DAILY PRODUCTION REPORTS: The Contractor must submit a “Contractor Production Report” on the form of Attachment 2 as approved by the NSWCPD TPOC. Reports are required for each day work is performed. 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, construction deficiencies encountered, meetings held. The completed reports are to be submitted to the NSWCPD TPOC by 1000 the following day.

1.12 CLEAN-UP OF SITE: Maintain a clean and safe worksite. Remove all scrap materials, waste, and debris from work site on a daily basis. Contractors are not permitted to use Government dumpsters or other Contractor dumpsters for disposal of debris. Do not use building restrooms occupied by NSWCPD personnel for cleaning of equipment.

1.13 HOT WORK: For all hot work, a hot-work permit is required and a permit must be obtained through the Government Fire Inspector. Requests for hot work permits must be submitted to the NSWCPD TPOC with adequate advanced notice for review. 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 must be provided by the Contractor at ALL locations where cutting is performed.

1.14 CONTRACTOR REQUIREMENTS FOR LIFT OPERATIONS: Contractor shall comply with the requirements of Naval Facilities Command (NAVFAC) P-307 manual and Attachment 3, “Requirements for Contractor Lift Operations” for all work performed with cranes or other machines used to lift equipment.

Related to lift operations, contractor shall submit Machinery and Mobile Equipment Check List (Attachment 4) if required.

1.15 DUST AND ODOR CONTROL: Dust, air-borne particles, and odor resulting from prosecution of any definable feature of the work must be controlled to prevent the spread of dust and odors to occupied portions of the site and to avoid creation of a nuisance in the surrounding area. Use of water will not be permitted when it will result in, or create, hazardous or objectionable conditions such as ice, flooding and pollution. Note: The prevention and control of odors is especially important when roof work is performed adjacent to building HVAC-outside-air intakes, return ductwork, vents, or other building penetrations.

1.16 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 full-time 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. A minimum of two Contractor personnel are required to perform the functions of Project Superintendent, and Site Safety and Health Officer (SSHO). The SSHO responsibilities are described in Subsections 1.16.1 below:

1.16.1 Site Safety and Health Officer (SSHO): The contractor must provide a Safety oversight team that includes a minimum of one (1) Competent Person at each project site to function as the Site Safety and Health Officer (SSHO). The SSHO must visit the 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 EM 385-1-1 paragraph 01.A.17 and all associated sub-paragraphs. The SSHO may serve as the Superintendent on this project.

1.17 SUBMITTALS: The Contractor must submit the pre-construction submittals of Section 1.18 below 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 adequately describe 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.”

1.17.1 Submittal Procedures: Both “G” and “FIO” submittals must be transmitted to NSWCPD using acceptable Government Submittal/Transmittal forms. Provide submittals in electronic format, with the exception of material samples. Compile the submittal file as a single, complete document, to include the Transmittal Form. Name the electronic submittal file according to its contents. Use PDF as the electronic format, unless otherwise specified or directed by the Contracting Officer. Provide hard copies of submittals when requested by the Contracting Officer or NSWCPD TPOC. Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby.

1.18 PRE-CONSTRUCTION SUBMITTALS:

1.18.1 Pre-construction submittals marked with a “G” require Government approval prior to the Contractor's mobilization to the work site location.

1.18.2 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.

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

1.18.4 List of proposed Products - G: Provide the NSWCPD TPOC a list of proposed products, cut sheets, lead times, and applicable Safety Data Sheets (SDS) for all Contractor furnished materials to be used in the performance of this work. Note that this overall, comprehensive list of proposed products is G;

however, some individual items on this list of proposed products maybe considered FIO by the

NSWCPD TPOC.

1.19 ADDITIONAL SUBMITTALS: Contractor must make other submittals as required in Sections 2 and 3 of this Statement of Work, in addition to the pre-construction submittals of Section 1.18 above. In general, the additional submittals of Section 2 are material samples, material information or cuts sheets, Safety Data Sheets (SDS), contractor qualifications, technical manuals, test plans, etc. All submittals other than pre-construction submittals must be submitted by the Contractor a minimum of fourteen (14) calendar days before the start of the particular task or definable feature of work (DFOW) to which the submittal is associated to provide sufficient Government review-and-approval time before start of the subject DFOW. One additional submittal is listed below:

1.19.1 Warranty Information – G: Contractor shall submit warranty information guaranteeing all products and workmanship used in this work to be free of defects for a minimum of one year.

1.20 HAZARDOUS MATERIAL: The Contractor is responsible for the handling, storage, removal, and disposal of hazardous material. Hazardous material waste must be collected, stored, and disposed of in accordance with Navy, Federal, State, and Local requirements.

1.21 ELECTRICAL SAFETY: Comply with Electrical Safety procedures in accordance with 29 CFR 1926. For additional information, refer to Chapter 12, of NAVSSESINST 5100.14G.

1.22 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.

1.23 INSTALLATION SECURITY REQUIREMENTS: No employee or representative of the Contractor will 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. The Government Security Office must approve each installation-pass application before the employee or representative will be authorized admittance to the work site by NSWCPD. Read SOW Sections 1.25 and 3.7 below for additional access-and-security-related details and requirements.

1.24 ACCESS AND GENERAL PROTECTION/SECURITY POLICY: Contractor and Subcontractor employees must be U.S. citizens and able to provide satisfactory proof of U.S. citizenship. In accordance with current 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 must submit paperwork and obtain a Contractor’s ID badge. Refer to SOW Section 3.7, Installation Access, Security, and Contractor Badges and Identification, for detailed information and procedure regarding installation access, security, and contractor badges and identification.

1.25 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:

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

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

1.25.3 Underwriters Laboratories (UL), latest revision.

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

1.25.5 American Society for Testing Materials (ASTM), latest revision

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

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

1.25.8 UFC 3-110-3 Roofing.

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

1.26.1 Attachment 1: Site Location Map (one page).

1.26.2 Attachment 2: Contractor Daily Production Report form (one page).

1.26.3 Attachment 3: Requirements for Contractor Lift Operations (eight pages).

1.26.4 Attachment 4: Contractor Equipment Checklist (two pages).

1.26.5 Attachment 5: Photos documenting SOW area (four pages).

1.26.6 Attachment 6: Activity Hazard Analysis (AHA) form (one page).

2.0 SECTION 2: DETAILED DESCRIPTION

2.1 INTRODUCTION: Building 4 was constructed in circa 1880 and consists of the outer original brick structure and an “infill” structure located within the former interior courtyard of the original c. 1880 building. The Contractor shall provide all labor, material, tools, equipment, supplies, specialized services, and supervision described in this Statement of Work and drawings or annotated photographs marked as Attachment 5. This Statement of Work includes, but is not limited, to the repair of sections of Building 4 trough gutters along the eastern and western interior infill area above the skylights, downspouts, and snow-guard retention systems.

2.2 TROUGH GUTTER REPAIRS: (See photographs 1 to 4 in Attachment 5)

2.2.1 The contractor shall tape off the work-site area to restrict access.

2.2.2 The contractor shall remove and dispose of the existing EPDM liner and any remaining caulk around skylights, approximately 1500 square feet (SF) of Firestone 60 mil RubberGuard or an equivalent EPDM product and 1500 linear feet (LF) of caulking.

2.2.3 The Contractor shall provide and secure EPDM liner on the inside of the trough gutters such that it completely lines the gutter up to the standing seam roof. The contractor shall also install caulking along all seams marrying and sealing the liner with the skylight sealant. The grading of the trough gutters must be properly constructed and set so that rainwater can flow to the proper downspout.

2.3 SOUTHEASTERN CORNER GUTTER AND DOWNSPOUT REPAIR:

2.3.1 The Contractor shall make repairs to the gutter on the standing-seam roof above Bldg 4’s infill skylight system in the southeastern quadrant. The gutter is deformed and deflected, and is in need of support to raise its invert to the proper level to allow water to drain properly, as intended. Contractor is to fabricate and install “L” brackets that support the underside of the gutter as well as in front of the gutter.

2.3.2 The contractor shall reattach and secure the downspout in the southeastern corner so that it discharges to the gutter system repaired as described in SOW section 2.3.1 above.

2.4 NORTHEASTERN CORNER OF WEST-MIDDLE MANSARD ROOF GUTTER REPAIR (See photograph 9 in Attachment 5):

2.4.1 Contractor shall remove and re-caulk the edge metal to the northeastern corner of the west-middle mansard roof.

2.4.2 The contractor shall clear and clean the inlet diameter of the gutter at top of the northeastern corner of the west-middle mansard roof of any debris blocking the flow of rainwater.

2.4.3 At the bottom of the northeastern corner of the west-middle mansard roof, contractor shall repair the vertical interface between the end of gutter (currently white in color) and raised seam roof to prevent water to infiltrate into the building.

2.5 SNOW-GUARD RETENTION SYSTEM INSTALLATION – INFILL AREA: (See photographs 5 to 6 in

Attachment 5)

2.5.1 The Contractor shall install a pre-manufactured snow retention system, approximately 130 LF, attached to the metal standing-seam roof such as Alpine SimpleGuard or equivalent with following minimum characteristics:

2.5.1.1 Clamp: An aluminum mounting clamp with two threaded holes to accept 3/8-inch stainless steel oval point set screws and a T-Slot to accept the 5/16-inch stainless steel hex bolt and flange nut.

2.5.1.2 Clip: An aluminum clip that attaches to the top of the clamp and hooks onto the back of the bar.

2.5.1.3 Bar: An aluminum bar (includes splice) that attaches to the mounting clamp.

2.5.1.4 Ice Flag: An ice flag that attaches to the bar with length to match existing roof seam height.

2.5.1.5 Color: A color insert strip that the contractor shall submit a color sample to match the existing roof color for Government approval.

2.5.2 The Contractor shall immediately dispose of all material and break down the working site.

2.5.3 The Contractor shall immediately address any deficiencies with the newly installed components or installation discovered during the installation. Any deficiencies with the existing equipment shall be documented and brought to the attention of the Navy in writing

2.5.4 All work 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. The Contractor shall also provide manufacturer’s warranties.

2.5.5 Contractor shall submit submittals on all materials prior to ordering or installing any material.

2.6 SNOW-GUARD RETENTION SYSTEM INSTALLATION – EXTERIOR PERIMETER: (See photograph 7 in Attachment 5)

2.6.1 The Contractor shall install a pre-manufactured snow retention system, approximately 70 LF, identical to the snow guard system that satisfies all characteristics in SOW section 2.5.1 above.

2.6.2 The Contractor shall immediately dispose of all material and break down the working site.

2.6.3 The Contractor shall immediately address any deficiencies with the newly installed components or installation discovered during the installation. Any deficiencies with the existing equipment shall be documented and brought to the attention of the Navy in writing

2.6.4 All work 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. The Contractor shall also provide manufacturer’s warranties.

2.6.5 Contractor shall submit submittals on all materials prior to ordering or installing any material.

3.0 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 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.

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.

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.